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| '''IIZTQY NRC Report to I Commonwealth Edison Company Chicago, Illinois I
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| OPERATIONAL ENVIRONMENTAL MONITORING IN THE MISSISSIPPI RIVER NEAR QUAD-CITIES STATION I
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| I Prepared and Submitted by c E.WIRONMENTAL RESEARCH AND TECHNOLOGY, INC.
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| February 1980 through I December 1980 /,jf) 70/
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| OsOComm:nw:cith Edison One First National Plaza, Chicago, Ilhnois (O) Address Reply to: Post Office Box 767 Chicago, Illinois 60690 March 24, 1981 Mr. Harold R. Denton, Director Office of Nuclear Reactor Regulation U.S. Nuclear Regulatory Commission Washington, DC 20555
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| ==Subject:==
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| Quad Cities Station Units 1 and 2 I Semi-Annual Non-Radiological Environmental Report NRC Docket Nos. 50-254 ana 50-265
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| ==Dear Mr. Denton:==
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| , Attached is the Semi-Annual Non-Radiological Environmental l Report for Quad Cities Station Units 1 and 2 as required by the l Technical Specifications. This report covers the period from l February 1, 1980 through December, 1980.
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| One (1) signed original and thirty-nine (39) copies of this report are provided for your use.
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| l Very truly yours, 8
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| T. J. Rausch Nuclear Licensing Administrator Special Projects Attachment
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| , ll cc: NRC RIII Inspector - Quad Cities (w/o Att.)
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| 16878 /
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| TABLE OF CONTENTS Page PREFACE II 1.0 TOTAL CHLORINE MONITORING 1_1 2.0 TEMPERATURE MONITORING 2-1 3.0 CHEMICAL USAGE 3-1 4.0 IMPINGEMENT INVESTIGATION 4_1 APPENDICES A. Summary of Daily Minimum, Maximum and Mean Water Temperatures B. Summary of Daily Temperature Differences C. Weekly Temperatures in the Wapsipinicon and Mississippi Rivers D. Chronology of Changes in Station Operating Conditions E. Daily Megawatt Power Output (Percent of Capacity)
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| F. Percent Recovery of Temperature Data and Explaination of Data Losses G. Hourly Water Temperature Data 1
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| i I
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| I
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| I I PREFACE I The Quad-Cities Station is a nuclear fueled steam electric generating facility located near Cordova, Illinois, adjacent to Pool 14 of the Mississippi River, about 21 miles north of the Davenport-Moline-Rock Island area.
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| l This report is presented as required by the Nuclear Regulatory l
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| Commission Operating Licenses DPR-29 and DPR-30 non-radiological technical specifications for Quad-Cities Station Units 1 and 2. These specifications require the submission of reports describing the results of environmental monitoring for the total chlorine used in condenser chlorination, temperature monitoring, station chemical usage, and fish I impingemert.
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| The monitoring results for the eleven-month period of February through December 1980 are herein reported. Prior to this report, results were presented on a semi-annual basis. Subsequint reports will cover l
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| the 12 month calendar year.
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| II .
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| !I II
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| I I CHAPTER 1 TOTAL CHLORINE MONITORING I
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| I l
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| Operational Environmental Monitoring In The Mississippi P'.ver Near Quad-Cities Station i
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| I February 1980 through December 1980 L
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| TABLE OF CONTENTS l
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| l LIST OF TABLES (1 1.1 Introduction i_1 l 1.2 Field and Analytical Procedures 1_t 1.3 Results and Discussions 1-2 1.4 Sumary and Conclusions 1-2 1.5 References Cited 1-3 I ;
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| 1
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| LIST OF TABIIS
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| & Title Page 1-1 Description of sampling locations monitored, 1-4 l
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| February 1980 through December 1980 3 1-2 Sampling locations monitored for tctal residual 1-5 chlorine during condenser chlorination, February 1980 through December 1980 1-3 Nuclear Regulatory Commission surveillance requirements 1-6 for total chlorine concentrations 1-4 Average detectable chlorine concentrations, Quad- 1-7 Cities Station, February 1980 through December 1980 1-5 Sampling dates for total residual chlorine 1-9 monitoring during condenser chlorination and Quad-Cities Station operating conditions, February 1980 through December 1980 1-6 Total residual chlorine concentrations measured 1-13 during condenser chlorination, February l'#80 1-7 Total residual chlorine concentrations measured 1-17 during condenser chlorination, March 1980 1-8 Total residual chlorine concentrations measured 1-21 during condenser chlorination, April 1980 1-9 Total residual chlorine concentrations measured 1-25 during condenser chlorination, May 1980 1-10 Total residual chlorine concentrations measured 1-28 during condenser chlorination, June 1980 1-11 Total residual chlorine concentrations measured 1-31 during condenser chlorication, July 1980 1-12 Total residual chlorine concentrations measured 1-34 during conder2er chlorination, August 1980 1-13 Total residaal chlorine concentrations measured 1-37 during cont.enser chlcrination, September 1980 1-14 Total resii!ual chlorine concentrations measured 1-39 during condenser chlorination, October 1980 11
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| iI I
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| ! LIST OF TABLES (CONTIhTED)
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| A N Title Page 1-15 Total residual chlorine concentrations measured 1-42 l during condenser chlorination, November 1980 1-16 Total residual chlorine concentrations measured 1-45 ,
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| I during condenser chlorination, December 1980 l
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| * I I 1.0 TOTAL CHLORINE MONITORING I 1.1
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| * s troduction Total residual chlorine monitoring during Quad-Cities condenser chlorination began on July 27, 1972 and has continued through this study period, February through December 1980. During this time, the Station operated mainly on a combination open and closed cycle mode of condenser cooling, with only limited closed cycle operation (see Appendix D for details).
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| The objectives of this study were:
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| I 1. to document total residual chlorine concentrations in the Mississippi River upstream and downstream from the Quad-Cities Station and at the point of discharge to the diffuser and/or blowdown pipes; I 2. to monitor variations in chlorine concentration during condenser chlorination in the station's discharge bay during the open or combination open and closed cycle mode of condenser cooling or in the spray canal during the closed cycle mode; and
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| : 3. to compare all chlorine concentrations determined during this study to the surveillance requirements approved in the technical I specifications by the U.S. Nuclear Regulatory Commission (1974).
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| 1.2 Field and Analytical Procedures Total residual chlorine concentrations were determined during condenser chlorination four times per month in compliance with the non-radiological technical specifications for the . Quad-Cities Station (USNRC 1974). Measurements were made in the Mississippi River before, during and after condenser chlorination and in either the discharge bay or spray canal of the station at frequent time intervals during chlorination.
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| I Sampling locations are described in Tables 1-1 and 1-2.
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| I 1- 1
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| I Since all samples were taken during combination cycle cooling mode, 1 1
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| only the discharge bay (Location 7) was sampled for total residual chlorine during this report period. Chlorine concentrations were determined at three minute intervals starting at the time of condenser chlorination and ending approximately twenty ainutes after termination or when chlorine levels were below the analytical limit of 0.01 mg/1.
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| Samples in the river were collected at a depth of one meter using a Kemmer'er sampler, except during cold weather when the sampler was rendered inoperable. At these times, bottles were filled directly, as they were at the Station location (7). Samples were analyzed immediately after collection by method 409C (A.P.H. A. et al.1976). A Fisher and Porter Amperometric Titrator having an analytical detection limit of 0.01 mg/l was used for analysis of all samples.
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| 1.3 Results and Discussion Throughout this study period all chlorine concentrations were within the U.S. Nuclear Regulatory Commission 1974 surveillance requirements as summarized in Tables 1-3 and 1-4.
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| Station operation data during the chlorination cycles monitored from February through December 1980 area listed in Table 1-5.
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| Total residual chlorine data from February through December 1980 are presented in Tables 1-6 througia 1-16.
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| 1.4 Summary and Conclusions I
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| : 1. Chlorine monitoring was conducted 44 times during operation of I
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| the Quad-Cities condenser chlorination system from February 1980 through December 1980. No detectable levels of total residual chlorine were found in the Mississippi River, either 1-2 I
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| I upstream or downstream from the plant, indicating complete dissipation of chlorine and compliance with Commonwealth I Edison Company - U.S. Environmental Protection Agency (1976) recommended limit of 0.20 mg/1.
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| I 2. Total chlorine concentrations in the discharge bay and spray canal were within limits approved by the U.S. Nuclear Regulatory Commission.
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| 1.5 References Cited A.P.H.A., A.W.W.A., and W.P.C.F. 1976. Standard methods for the I examination of water and wastewater.
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| Assn., Washington, D.C. 1193 pp.
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| 14th Ed. Amer. Public Health Commonwealth Edison Company.
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| I Quad-Cities Station.
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| 1976. Chlorine reduction study for Proposed literature by the U.S.E.P.A. and Commonwealth Edison Company letter dated 29 January 1976.
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| U.S. Nuclear Regulatory Commission. 1974. Appendix B to operating license DPR-29 and DPR-30: Non-radiological technical and specifications and basis for Quad-Cities Station Units 1 and 2 Rock I Island, Illinois. Commonwealth Edison Company. Docket numbers 50-254 and 50-265. Washington, D.C. 15 pp.
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| I 1-3
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| TABLE 1-1 DESCRIPTION OF SAMPLING LOCATIONS MONITORED, 3 FEBRUARY THROUGH DECEMBER 1980 5
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| Sampling Location Description 6 At the intake forebay of the station.
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| 7 At the entrance to the diffuser pipe in the discharge canal of the station.
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| 9 At the entrance to the blowdown pipe in the spray canal.
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| 21 Downstream from the diffuser pipes.
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| 22 Downstream from the blowdown pipe.
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| 23 Upstream from the diffuser pipe.
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| 24 At the point of discharge from the diffuser pipe.
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| 26 Upstream from the blowdown pipe.
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| 30 South edge of intake.
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| E E M M M M M M M M M M M M M M M TABLE l-2 SAMPLING LOCATIONS HONITORED FOR TOTAL RESIDUAL CilLORINE DURING CONDENSER CllLORINATION, FEBRUARY TIIROUGli DECEMBER 1980 Station Operating Sampling Sampling Condition Frequency Locations Replicates Depth Open and 4 times per Discharge bay (7) Single Tap Combination month Upstream discharge pipe (23) Single One meter Cycle Discharge pipe (24) Single One meter Downstream discharge pipe (21) Single One meter Intake forebay (6) Single One meter Closed cycle 4 times per Spray canal (9) Single Tap month Upstream blowdown pipe (26) Single One meter 7
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| " Downstream blowdown pipe (22) Single One meter Intake forebay (6) Single One meter South end of Intake (30) Single One meter
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| I TABLE 1-3: U.S. NUCLEAR REGULATORY COMMISSION SURVEILLANCE REQUIREMENTS FOR TOTAL C11LORINE CONCENTRATIONS Obse rvedt'/ (mg/1)
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| I Circulating water Allowable1 ! Discharge Spray pumps operating (mg/1) Bay Canal 2 1.50 Not applicable3 _/ Not applicable 3 1.00 0.01 Not applicable 4 0.75 Not applicable Not applicable 5 0.60 Not applicable Not applicable 6 0.50 0.13 0.17 1 Maximum total chlorine concentration (mg/1) allowable in the discharge I
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| bay or spray canal as averaged over the injection cycle according to E U.S. Nuclear Regulatory Commission (1974). 3 E The maximum detectable total chlorine concentration determined as averaged over the injection cycle for the number of circulating pumps operating is defined according to Commonwealth Edison (1976) as the arithmetic mean of detectable chlorine concentrations (0.01 mg/l or higher) during any particular monitoring period during a sodium hypochlorite injection cycle.
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| $! Not applicable because monitoring was not conducted when the specified number of pumps was operating.
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| 1-6
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| I IABIZ 1-4 A%7. RAGE DETECTABLE CHLORINE CONCENTRATIONS, QUAD + CITIES STATION, IT.BRUARY THROUGH DECEMBER 1980 No. Circulating UshRC Observed Average Sampling Vater Pumps Allowable Limitg Detectable Concentration 2,7 Location Date Operating (eg/1) (ag/1) Monitored Feb 5, 1980 3 1.0 <0.01 Discharge Bay (7)
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| Feb 11, 1980 3 1.0 <0.01 Discharge Bay (7)
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| Feb 19, 1980 3 1.0 0.02 Discharge Bay (7)
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| Feb 28, 1980 3 1.0 0.02 Discharge Bay (7)
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| Mar 10, 1980 3 1.0 0.01 Discharge Bay (7)
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| Mar 17, 1980 3 1.0 (0.01 Discharge Bay (7)
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| Mar 24,1980 I Mar 28, 1980 3
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| 3 1.0 1.0 0.15 0.09 Discharge Bay (7)
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| Discharge Bay (7)
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| Apr 2, 1980 3 1.0 0.05 Discharge Bay (7)
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| Apr 11, 1980 3 1.0 0.10 Discharge Bay (7)
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| Apr 18,1980 5 0.6 (0.01 Discharge Bay (7)
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| Apr 30, 1980 6 0.5 (0.01 Discharge Bay (7)
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| May 6, 1980 6 0.5 <0.01 Discharge Bay (7)
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| May 13, 1980 6 0.5 0.02 Discharge Bay (7)
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| May 21, 1980 6 0.5 <0.01 Discharge B., (7)
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| May 27, 1980 6 0.5 <0.01 Discharge Bay (7)
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| June 3, 1980 6 0.5 0.02 Discharge Bay (7)
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| June 10, 1980 6 0.5 0.01 Discharge Bay (7)
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| June 17, 1980 6 0.5 0.02 Discharge Bay (7)
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| June 24, 1980 6 0.5 <0.01 1#
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| Discharge Bay (7)
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| July 1, 1980 6 0.5 0.17 Discharge Bay (7)
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| July 8, 1980 6 0.5 <0.01 Discharge Bay (7)
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| July 17, 1980 I 0.5 <0.01 Discharge Bay (7) 6 July 31, 1980 6 0.5 0.07 Discharge Bay (7)
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| August 5, 1980 6 0.5 0.04 Discharge Bay (7)
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| August 12, 1980 6 0.5 <0.01 Discharge Bay (7)
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| August 21, 1980 6 0.5 <0.01 Discharge Bay (7)
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| August 28, 1980 6 0.5 (0.01 Discharge Bay (7)
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| I TABLE 1-4 (C0CRT.D) io. Circulating CS.W 00 served Averase Sampling Vater htmps Allowable Limitgj Detectable Concentration 1,f Locatica Date operating (ag/1) (ag/1) *onttored September 2,1980 3 1.3 0 .01 Discharge Bay (7)
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| Septemoer 9, 1980 5 0.6 (0.01 Discharge Bay (7)
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| Septencer 17, 1980 3 1.0 0.12 Disenarse Bay (7)
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| September 24, 1980 3 1.0 <0.01 Discharge Bay (7)
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| October 1, 1980 3 1.0 .07 Disenarge Say (7)
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| October 9, 1980 3 1.0 <0.01 Discharge Ray (7)
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| October 22, 1980 3 1.0 <0.01 Discharge Bay (7)
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| October 29, 1980 3 1.0 (0.01 Discharge Bay (7)
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| November 20, 1980 3 1.0 <0.01 Discharge Bay (7)
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| Novesber 21, 1980 3 1.0 (0.01 Discharge Bay (7)
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| November 24, 1980 3 1.0 (0.01 Discharge Bay (7)
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| November 15, 1980 3 1.0 <0.01 Discharge Bay (7)
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| December 4, 1980 3 1.0 <0.01 Discharge Bay (7)
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| December 10, 1980 6 0.5 0.03 Discharge Bay (7)
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| December 16, 1980 6 0.5 (0.01 Discharge Bay (7)
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| December 30, 1980 6 0.5 <0.01 Discharge Bay (7)
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| Mastnum total chlorine concentration (as/1) allowable in the discharge bay or spray canal as averaged over the injection cycle according to the U.S. Vuelear Regulatory Commisston (1979).
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| U Th e maximum detectable total chlorine concentration determined as averaged over the injection cycle for the number of circulating pumps operating as defined according to Cominonwealth Edison (1976) as the arithmetic mean of detectable chlorine concentrations (0.01 st/1 or bigner) during any particular monitoring period during a sodium hypochlorite injection cycle.
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| M After chlorination sampling was completed it was deterstned that the supply of chlortne was ""
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| Iw resulting in a lower than expected injection rate.
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| m m m M M M M M -
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| m m m m M TABLE l-5 SAMPLING DATES FOR TOTAL RESIDUAL CHIDRINF. MONITORING DURING C0hDENSER CitIDRINATION AND QUAD-CITIES OPERATING CONDITIONS IEBRUART THROUGH DECEMBER 1980 Number of Number of Circulating Number of Injection Period Locations Total Chlorination Station Water pumps Lift pumps of Station Condenser Honitored Mississippi River Determinations Date Operation (perating Operating Chlorination (hour) at Station Locations fknitosed Performed Feb 4, 1980 Combination Cycle 3 2 1030 to 1150 Discharge Bay (1) upstreme (6,23) 44 downstream (21.2%)
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| Feb II, 1980 Combination Cycle 3 2 1045 to II45 Dis <harge Bay (7) upstream (6,23) 45 downstream (21,24)
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| Feb 19, 1980 Combination Cycle 3 2 1040 to 1140 Discharge Bay (7) upstseae (6,23) 48 downstress (23,24) feb 28, 1980 Combination Cycle 3 2 1130 to 1455 Discharge Bay (7) upstream (6,23) 12 downstream (21,24)
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| Har !D, 1580 Combination Cycle 3 2 1030 to 1830 Discharge Bay (7) upstream (6,23) 75 7
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| e donwstseae (24,21)
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| Ha: 17, 1980 combination Cycle 3 2 1245 to 1525 Discharge Bay (7) upstream (6,23) 58 downstream (24,21) flar 24, 1980 Combination Cycle 3 2 1030 to 1310 Discharge Bay (7) upstream (6,23) 64 downstream (24,21)
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| Har 28, 1980 combination Cycle 3 2 1030 to 1230 Discharge Bay (7) upstream (6,23) 63 downstream (24,2t)
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| Apr 2, 1980 Combination Cycle 3 2 1330 to 1300 Discharge Bay (7) upstream (6,23) 44 downstseae (24,25)
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| Apr II, 1980 Combination Cycle 3 2 1030 to 1310 Discharge Bay (7) upstream (6,23) 67 downstream (24,25)
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| Apr 18, 1980 Combination Cycle 5 4 1030 to 1215 Discharge Bay (7) upstream (6,23) 42 downstream (24,21)
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| Apr 30, 1980 Combination Cycle 6 4 1355 to 1530 Discharge Bay (7) upstream (6,23) 12 downstreme (24,21)
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| May 6, 1980 Combination Cycle 6 4 1030 to 1200 Discharge Bay (7) upstream (6,23) 35 downstream (21,24)
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| TABLE l-5 (CONTINUED)
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| Number oi Number oi Circulating Number of injection Period Locations Total Chlorination Station Wter pumps Lift pumps of Station Ceadens t Honitored Mississippi Biver Determinations Date Operation Operating Operating Chlorination (houai at Station locations Monitored Performed Hay 13, 1980 Combination Cycle 6 4 1030 to 3200 Discharge Bay (7) upstream (6,23) 39 downstream (21,24)
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| May 21, 1980 Combination Cycle 6 4 1030 to 1850 Discharge Bay (7) upstream (6,23) 37
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| * downstream (21,24)
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| May 27, 1980 Combination Cycle 6 3 1030 to 1200 Discharge Bay (7) upstream (6,*.1; 36 downstream (21,24)
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| June 3, 1980 Combination Cycle 6 3 1030 to 1200 Discharge Bay (7) upstseas (6,23) 43 downstream (21,24)
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| June 10, 1980 Combination Cycle 6 3 1030 to 1200 Discharge Bay (7) upstream (6,23) 35 downstream (21,24)
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| June 17, 1980 Combination Cycle 6 3 1030 to 1150 Discharge Bay (7) upstream (6,23) 35 domstream (28,24) 7 June 24, 1980 Combination Cycle 6 3 1030 to 1850 Discharge Bay (7) upstream (6,23) 36 g downstreme (28,24)
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| July 1, 1980 Combination Cycle 6 3 1030 to 1850 Discharge Bay (7) upstream (6,23) 34 downstream (28,24)
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| July 8, 1980 Combination Cycle 6 3 1105 to 1230 Discharge Bay (7) upstream (6,23) 35 downstream (21,24)
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| July 17, 1980 combinatio 6 3-0 1030 to 1150 Discharge Bay C) upstream (6,23) 35 OpenCyclepCycle/ downstream (21,24)
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| July 31, 1980 Combination Cycle 6 3 1030 to 1850 Discharge Bay (7) upstreme (6,23) 42 downstream (21,24)
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| Aug 5, 1980 Combination Cycle 6 3 1030 to 1150 Discharge Bay (7) Upstream (6,23) 34 Downstream (21,24)
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| Aug 12, 1980 Combination Cycle 6 3 1030 to 1150 Discharge Bay (7) Upstream (6,23) 34 Downstream (2W,24)
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| Aug 21, 1980 Combination Cycle 6 3 1030 to 1850 Discharge Bay (7) Upstream (6,23) 13 Downstream (28,24)
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| E E E E 'm m M M M M M M EM
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| m W W M M M M M M M M M TAB 11 1-5 (CONTINtED)
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| Number of Number of Circulating Number of lajection Period Locations Total Chlorination Station Water pumps Lift pumps of Station Condenser Monitored Mississippi River Determinations Date Operation Operating Operating Chlorination (hour) at Station I.ocations Monitored Ferformed Aug 28, 1980 Combination Cycle 6 3 1030 to 1150 Discharge Bay (7) Upstream (6,23) 33 Downstream (21.24)
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| Sep 2, 1980 Combination Cycle 3 2 1100 to 1830 Discharge Bay (7) Upstream (6,23) 18 Downstream (21,24)
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| Sep 9, 1980 Combination Cycle 5 3 1030 to liso Discharge Bay (7) Upstream (6,23) 33 Downstream (28.24)
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| Sep 17, 1980 Combination Cycle 3 2 1030 e 1850 Discharge Bay (7) Upstream (6,23) 13 Downstream (21,24)
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| Sep 24, 1980 Combination Cycle 3 2 1030 to 1850 Discharge Bay (7) Upstream (6,23) 13 Downstream (2I,24)
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| Oct I, 1980 Combination Cycle 3 2 1030 to 1130 Discharge Bay Upstream (6,23) 29 Downstream (21,24) 7 1030 to 1200 Discharge Bay Upstream (6,23) 40 0 0(t 9, 1980 Combination Cycle 3 2 .
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| Downstream (21,24)
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| Oct 22, 1980 Combination 3 2 1030 to 1200 Discharge Bay Upstream (6,23) 37 .
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| Downstream (21,24) l Oct 29, 1980 Combination 3 2 1030 to 1200 Discharge Bay Upstream (6,23) 36 Downstream (21,24)
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| Nov 20, 1980 Combination Cycle 3 2 1100 to 1230 Discharge Bay (7) Upstream (6,23) 41 Downstream (21,24)
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| Nov 21, 1980 Combination Cycle 3 2 s030 to 1200 Discharge Bay (7) Upstream (6,23) 38 Downstream (21,24)
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| Nov 24, .980 Conbination Cycle 3 2 1030 to 1200 Discharge Bay (7) Upstream (6,23) 43 Downstream (21,24)
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| Nov 25, 1980 Combination Cycle 3 2 Discharge Bay (7) Upstrees (6,23) 38 Downstream (21,24)
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| TABLE l-5 (CONTINtfED) l Number oI Number e,t tirculating Number of lajection Period Le.atsons Total Chiesination Station Water pumps Lift pumps of Station Condenser nonstored Mississippi River Determinations Date Oreration Operati..g Operating Chlorination (hour) at Station Locations Monitored Pertatmed Dec 4, 1980 Combination Cycle 3 2 8030-1200 Distharge Bay (7) Upstream (6,23) 43 Downstream (28,24)
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| Dec 10, 1980 Combination Cycle 6 3 1030-1200 Discharge Bay (7) Upstacas (6,23) 39 Downstream (21,24)
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| Dec 16, 1980 Combinations Cycle i 3 1030-1200 Discharge Bay (7) Upstream (6,23) 36 Downstream (21,24)
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| Dec 30, 1980 Combination Cycle 6 4 1030-1200 Discharge Bay (7) Upstream (6,23) 27 Downstacas (21,24) 2/
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| During chlorination (1100 brs) station went to open cycle.
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| NWater f rom the discharge bay was not sampled during the first 30 minutes of the chlorine inspection period.
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| 7 G
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| l TABLE 1-6 TOTAL RESIDEAL C{LCRINE CONCENTRATIONS MEASLM.D DURING CONDENSER CHLORINATION, FEBRUARY 1980 Mississippi River Upstream of Downstream of Sampling date Upstream Near Intake Diffuser Pipe Diffuser Pipe Diffuser Pipe Discharge Bay Station Operating Cycle (Location 6) (Location 23) (Location 24) (Location 21) (Location 7) i Hours of Chlorination (hour) (ag/1) (hour) (ag/1) (hour) (eg/1) (hour) (ag/1) (hour) (ag/1)
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| February 4, 1980 1028 <0.01 Combination Cycle 1029 <0.01 1030 1031 1030 (0.01 1030 - 1150 <0.01 1033 <0.01
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| <0.01 1036 <0.01 1039 <0.01 1042 <0.01 1045 (0.01 1048 <0.01 1051 <0.01 I 1054 1057 1100 1103
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| <0.01
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| <0.01
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| <0.01
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| <0.01 I
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| 1106 <0.01 1109 <0.01 1112 .0.01 1115 <0.01 1118 <0.01 1121 <0.01 1123 <0.01 1124 <0.01 1124 <0.0'. 1127 (0.01 1125 <0.01 1130 <0.01 1126 <0.01 1133 <0.01 1136 <0.01 1139 <0.01 1142 <0.01 1145 (0.01 I <0.01 1148 1151 <0.01 1154 <0.01 1157 <0.01 1200 <0.01 I 1216 (0.01 1217 <0.01 1218 <0.01 1203 (0.01 1219 <0.01 February 11, 1980 0950 <0.01 0955 0957 1000 Combination Cycle <0.01 <0.01 (0.01 1030 <0.01 1030 - 1150 , 1033 <0.01 1036 <0.01 I 1039 1042 1045 1048
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| <0.01
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| <0.01 (0.01 (0.01 I
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| 1-13
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| l IIl1 1
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| TABLE 1-6 (CONTINUED)
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| Il
| |
| . Mississippi River Upstream of Downstream of Sampling date Upstream Near Intake Diffuser Pipe Diffuser Pipe Diffuser Pipe Discharge Bay Station Operating Cycle (Location 6) (Location 23) (Location 24) (Location 21) (Location 7)
| |
| Hours of Chlortnation (hour) (ag/1) (hour) (eg/1) (hour) (ag/!' (hour) (ag/1) (hour) (eg/1) 1050 <0.01 1051 <0.01 1054 <0.04 1054 <0.01 1057 <0.01 1057 <0.01 1059 <0.01 1100 (0.01 l 1103 <0.01 g 1106 <0.01 1109 (0.01 1112 <0.01 1115 <0.01 1118 <0.01 1121 <0.01 1124 <0.01 1127 <0.01 1130 <0.01 1133 <0.01 1136 <0.01 1139 <0.01 1142 <0.01 1145 <0.01 1148 <0.01 1150 <0.01 1L51 <0.01 1156 <0.01 1154 <0.01 IL59 <0.01 1157 <0.01 1200 <0.01 1200 <0.01 Februa ry 19, 1980 1000 <0.01 1003 1005 1007 CombLnation Cycle <0.01 <0.01 <0.01 1020 <0.01 1040 - 1140 1023 <0.01 1026 <0.01 1029 <0.01 1032 <0.01 1035 <0.01 1038 <0.01 1041 <0.01 1044 <0.01 1047 <0.01 1050 (0.01 1053 <0.01 1056 0.01 1059 0.02 1101 <0.01 1102 0.03 1104 <0.01 1105 0.03 t
| |
| 1106 <0.01 1108 0.05 1107 <0.01 1111 0.05 1114 0.03 1117 0.04 1120 0.03 1123 0.04 1126 0.04 1129 0.03 1132 0.03 1135 0.03 1138 0.03 <
| |
| 1141 0.03 1144 0.03 l
| |
| l 1-14 II
| |
| | |
| ll TABLE 1-6 (CONTIhTED)
| |
| Mississippt River Upstream of Downstream of Sampling date Upstream Near Intake Diffuser Pipe Diffuser Pipe Station Operating Cycle Diffuser Pipe Discharge Bay (Location 6) (Location 23) (Location 26) (Location 21) (Location 7)
| |
| Hours et Chlorination (hour) (ag/1) (hour) (ag/1) (hour) (ag/1) (bour) (ag/1) (hour) (ag/1) 1145 <0.01 1147 0.02 1147 <0.01 1150 0.02 l
| |
| I 1148 <0.01 1150 <0.01 1153 1156 1159 1202 0.01 0.01
| |
| <0.01
| |
| <0.01
| |
| <0.01 I
| |
| 1205 Februa ry 28, 1980 1240 <0.01 Combination Cycle 1241 <0.01 1230 <0.01 1040 - 1140 1242 <0.01 1233 (0.01 1243 <0.01 I 1236 1242 1245 1248
| |
| <0.01
| |
| <0.01
| |
| <0.01
| |
| <0.01 1251 <0.01 I 1254 1257 1300
| |
| <0.01
| |
| <0.01
| |
| <0.01 1303 < 0 . 0 '..
| |
| 1306 <0.01 1309 <0.01 1312 '2.01 1315 <0.01 1318 <0.01 I 1328 <0.01 1326 <0.01 1327 <0.01 1325 <0.01 1321 1324 1327 1330
| |
| <0.01
| |
| <0.01
| |
| <0.01
| |
| <0.01 1333 <0.01 I 1336 1339 1342 1345 0.02 0.02
| |
| <0.01
| |
| <0.01 1347 (0.01 (I
| |
| j 1
| |
| 1351 1354 1357 1400
| |
| <0.01
| |
| <0.01
| |
| <0.01
| |
| <0.01 I .
| |
| 1403 1406 1409 1412 (0.01
| |
| <0.01
| |
| <0.01
| |
| <0.01 1415 0.02 I 1418 1421 1424 1427 0.03 0.02 0.02 0.01 I
| |
| 1430 0.02 1433 0.03 1436 0.02 1439 0.08 1442 0.05 I 1445 1448 1451 1454 0.08 0.09 0.05 0.07 1457 0.05 I 1500 1503 1509 1512 0.06 0 05 0.05 0.C5 I 1-15 l
| |
| l
| |
| | |
| TABII,1-6 (C0hTINLT.D) s Mississippi River Upstream of Downstress of Sampling date Upstreas Near Intate Diffuser Pipe Diffuser Ptpe Diffuser Pipe Discharge Bay Station Operating Cycle (Location 6) (Location 23) (Location 24) (Location 21) (I.ocation 7)
| |
| Hours of Chlorination (hour) (ag/1) (hour) (ag/1) (bour) lag /1) (hour) (ag/1) (hour) (ag/1) 1520 <0.01 1515 0.05 1521 <0.01 1518 0.03 1523 <0.01 1521 0.01 1524 <0.01 1524 <0.01 1527 <0.01 ,
| |
| l I
| |
| l I
| |
| l I
| |
| I I
| |
| I 1-16 1
| |
| I.
| |
| ,,. 4
| |
| | |
| TABLE 1-7 TOTAL RESIDUAL CHLORINE CONCENTRATIONS MEASL* RED DURING CONDENSER CHLORINATION, MARCH 1980 Mississippi River Upstream of Downstream of Sampling date Upstream Near latake Diffuser Pipe Diffuser Pipe Station Operating Cycle Diffuser Pipe Discharge Bay (Location 6) (Location 23) (Location 24) (Location 21) (Location 7)
| |
| Hours of Chlorination (hour) (ag/1) (hour) (ag/1) (hour) (ag/1) (hour) (ag/1) (hour) (eg/1)
| |
| I March 10, 1980 Combination Cycle 1030 - 1130 1000 (0.01 1006 <0.01 1005 <0.01 1004 <0.01 1024 1027
| |
| <0.01
| |
| <0.01 1030 <0.01 1033 <0.01 1036 (0.01 1 1039 (0.01 1042 <0.01 1045 <0.01 1050 <0.01 1048 (0.01 1 1053 <0.01 1051 <0.01 1054 (0.01 1057 <0.01 1055 <0.01 1057 <0.01 I
| |
| 1100 <0.01 1103 (0.01 1106 0.01 1:09 0.01 1112 0.01 1115 0.01 1118 0.01 1121 0.01 1123 <0.01 1127 <0.01 I 1130 1133 1136
| |
| <0.01
| |
| <0.01
| |
| <0.01 1131 <0.01 1130 <0.01 1128 <0.01 1127 (0.01 March 17, 1980 1239 <0.01 1242 <0.01 1243 <0.01 1245 <0.01 1239 <0.01 i Combination Cycle 1242 <0.01 1245 - 1525 1245 <0.01 I 1248 1251 1254 1257
| |
| <0.01
| |
| <0.01
| |
| <0.01
| |
| <0.01 1300 <0.01 I 1303 1306 1309 1312
| |
| <0.01
| |
| <0.01
| |
| <Q.01
| |
| <0.01 1315 <0.01 1318 <0.01 4321 <0.01 1324 <0.01 1330 <0.01 1333 <0.01 1
| |
| 1 1336 1339
| |
| <0.01
| |
| <0.01 1342 <0.01
| |
| ! 1345 <0.01 l 1348 <0.01 l
| |
| ' 1351 <0.01 1354 <0.01 1357 <0.01 Il ll 1->>
| |
| | |
| ll l
| |
| IABLE 1-7 (CONTINLID)
| |
| Sampling date Mississippi River Upstream Near Intate Upstream of Diffuser Pipe Diffuser Pipe Downstream of Diffuser Pipe Discharge Bay llij Station Operating Cycle (Location 6) (Location 23) (Location 24)
| |
| Hours of Chlortnation (Location 21) (Location 7)
| |
| (bour) (ag/1) (hour) (eg/1) (hour) (ag/1) (hour) (ag/1) (hour) (eg/1) 1400 <0.01 1403 <0.01 1406 <0.0 1609 <0.01 1612 <0.01 1415 <0.01 1418 <0.01 1421 <0.01 1424 <0.01 1427 (0.01 1430 (0.01 1430 (0.01 1433 <0.01 1434 <0.01 1435 <0.01 1436 <0.01 1438 <0.01 1439 (0.01 1442 <0.01 1445 <0.01 1648 <0.01 1451 <0.01 g 1454 <0.01 1457 (0.01 1500 (0.01 1503 <0.01 1506 <0.01 1509 <0.01
| |
| , 1512 <0.01
| |
| ( 1515 (0.01 1518 <0.01 1521 <0.01 1524 <0.01 1527 <0.01 1530 1533
| |
| <0.01
| |
| <0.01 l
| |
| g 1545 <0.01 1547 <0.01 1549 <0.01 1551 <0.01 March 24, 1980 1005 (0.01 1008 <0.01 1010 <0.01 1012 <0.01 Combination Cycle 1030 - 1310 1024 (0.01 1027 <0.01 1030 (0.01 1033 (0.01 1036 <0.01 1039 <0.01 1042 <0.01 1045 (0.01 1048 <0.01 1051 <0.01 -
| |
| 1054 <0.01 1057 <0.01 1100 0.02 1103 0.04 1106 0.06 1109 0.10 1112 0.10 1115 0.10 1118 0.11 1121 0.15 1124 0.20 1127 0.22 ll 1-18
| |
| | |
| TABLE 1-7 (C0hTIhTED)
| |
| Mississtppi River Upstream of Downstream of Sampling date Upstream Near Intake Diffuser Pipe Diffuser Pipe Diffuser Pipe Discharge Bay Station Operating Cycle (Location 6) (Location 23) (Location 24) (Location 21) (Location 7)
| |
| I Hours of Chlorinction (hour) (ag/1) (hour) (ag/1) (hour) (mg/1) (hour) (ag/1) (hour) (ag/1) 1130 1133 0.22 0.23 1136 0.22 1139 0.23 1142 0.23 1145 0.17 1148 0.14 1151 0.13 1154 0.15 1157 0.16 1201 <0.01 1200 0.16 1203 <0.01 1203 0.17 1205 <0.01 1206 0.21 1208 <0.01 1209 0.20 1212 0.19 1215 0.20 1218 0.20 1221 0.21 1224 0.21 1227 0.20 1230 0.22 1233 0.21 1236 0.18 1239 0.20 1242 0.19 1245 0.17 1248 0.15 1251 0.13 1254 0.13 1257 0.16 1300 0.16 1303 0.15 1306 0.16 1309 0.15 1312 0.18 1315 0.12 1318 0.04 1321 0.07 1324 0.06 1327 0.02 1330 <0.01 1333 (0.01 1335 <0.01 1338 <0.01 1339 <0.01 1341 <0.01 March 28,1980 1022 <0.01 1020 <0.01 1018 <0.01 1015 <0.01 Combination Cycle 1024 <0.01 1030 - 1230 1027 <0.01 1030 <0.01 1033 <0.01 I
| |
| 1036 <0.01 1039 <0.01 1042 <0.01 1045 <0.01 1048 <0.01 1051 <0.01 l 1054 <0.01 l 1057 0.02 l 1100 0.05 l 1103 0.08 I
| |
| 1-19
| |
| | |
| l TABLE 1-7 (CONTINED)
| |
| !!ississippi River l'pstreas of Downstream of Sampling date Upstress Near Intake Diffuser Pipe Diffuser Pipe Diffuser Pipe Discharge Bay Station Operating Cycle (Location 6) (Location 23) (Location 24) (Location 21) (Location 7)
| |
| Hours of Chlorination (hour) (ag/1) (hour) (eg/1) (hour) (ag/1) (hour) (ag/1) (hour) (mg/1) 110e 0.00 1109 0.08 1112 0.10 1115 0.06 1118 0.08 1121 0.06 1124 0.10 1127 0.10 1130 (0.01 1130 0.12 1132 <0.01 1134 <0.01 1133 0.13 1137 so.01 1136 0.14 1139 0.13 1142 0.13 1145 0.13 1148 0.14 1151 0.16 1154 0.13 1157 0.12 1200 0.13 1203 0.12 1206 0.12 1209 0.10 1212 0.10 1215 0.11 1218 0.10 1221 0.12 1224 0.08 1227 0.08 1230 0.09 -
| |
| 1233 0.09 1236 0.11 1239 0.10 1242 0.08 1245 0.04 1248 0.07 1251 0.05 1254 0.05 1257 0.05 1300 0.07 1303 0.05 l 1306 0.06 1309 0.05 1312 0.04 1315 0.02 1318 0.01 1321 0.01 1324 <0.01 1327 <0.01 1330 (0.01 1341 <0.01 1339 <0.01 1338 <0.01 1337 <0.01 I
| |
| i 1-20
| |
| | |
| ll I TABLE 1-B TOTAL RESIDUAL CHLORINE CONCENTRATIONS .*2.ASURED DURING CONDENSER CHLORINATION, APRIL 1980 Upstream of Downstreas of I
| |
| .41ssissipp. River Sampling date Upstream Near Intake Diffuser Pipe Diffuser Pipe Diff user Pipe Discharge Bay Station Operating Cycle (Location 6) (Location 23) (Location 24) (Location 21) (Location 7)
| |
| Hours of Chlorination (hour) (eg/1) (hour) (ag/1) (hour) (ag/1) (hour) (ag/1) (hour) (mg/1)
| |
| April 2, 1980 1011 <0.01 1013 <0.01 1014 <0.01 1015 <0.01 1024 <0.01 Combination Cycle 1027 <0.01 1030 - 1330 1030 <0.01 1033 <0.01 1036 <0.01 1039 <0.01 1042 (0.01 1045 <0.01 1048 <0.01 I 1051 1054 1057
| |
| <0.01
| |
| <0.01
| |
| <0.01 1100 (0.01 1103 <0.01 1106 <0.01 1109 <0.01 1112 <0.01 1115 <0.01 1118 <0.01 1121 <0.01 1 1123 <0.01 1127 <0.01 1130 <0.01 1133 <0.01 1136 <0.01 1139 <0.01 1142 <0.01 1145 <0.01 1148 <0.01 1 1151 1154
| |
| <0.01
| |
| <0.01 1157 0.02 I 1200 <0.01 1201 <0.01 1202 <0.01 1203 <0.01 1200 1203 1206 1209 0.01 0.04 0.05 0.06 1212 0.06 I 1218 1221 1224 1227 0.05 0.04 0.04 0.03 1230 0.06 1233 0.05 1236 0.05 1239 0.06 1242 0.07 I 1245 0.05 1248 0.07 1251 0.06 1254 0.06 1257 0.06 I 1300 1303 1306 1309 0.06 0.06 0.04 0.05 1312 0.06 1315 0.05 1318 0.06 1321 0.03 1-21
| |
| | |
| l TABI.E 1-8 (CONTINLT.D)
| |
| Mississippi River Upstream of Downstream of Sampling date Upstream Near Intake Diffuser Pipe Diffuser Pipe Diffuser Pipe Discharge Bay Station Operating Cycle (Location 6) (Location 23) (Location 24) (Location 21)
| |
| Hours of Chlorination (Location 7)
| |
| (hour) (ag/1) (bour) (eg/1) (hour) (eg/1) (hour) (ag/1) (hour) (ag/1)
| |
| April 2, 1980 (continued) 1324 0.01 1327 0.01 1330 <0.01 1333 <0.01 1340 <0.01 1343 <0.01 1344 <0.01 1345 '0.01 April 11, 1980 1012 (0.01 1011 <0.01 1014 <0.01 1018 <0.01 Combination Cycle 1027 <0.01 1030 - 1310 1030 <0.01 1033 <0.01 1036 <0.01 1039 <0.01 1042 <0.01 1045 <0.01 1048 <0.01 1051 <0.01 1054 <0.01 1057 <0.01 1100 <0.01 1103 <0.01 1106 (0.01 1109 <0.01 1112 (0.01 1115 <0.01 1118 <0.01 1121 0.03 1123 0.05 1127 0.04 1130 0.05 1133 0.06 1136 0.07 1139 0.08 1142 0.08 1145 0.04 1148 0.04 1151 0.04 1154 0.03 1157 0.21 1200 0.27 1203 0.20 1
| |
| 1206 0.18 1209 0.15 1212 0.16 1215 0.14 1218 0.14 1221 0.12 1224 0.12 1227 0.12 1230 <0.01 1230 0.12 1233 <0.01 1234 <0.01 1233 0.14 1236 <0.01 1236 0.13 1239 0.11 1242 0.13 1245 0.11 1248 0.12 1251 0.13 1254 0.10 1257 0.11 1300 0.12 1-22
| |
| | |
| !I TABLE 1-8 (CONTINLTD) l W Mississippi River Upstream of Downstream of Sampling date Upstream Near Intake Diffuser Ptpe Station operating Cycle Diffuser Pipe Diffuser Pipe Discharge Bay l (Location 6) (Location 23) (Location 24) (Location 21) (Location 7)
| |
| Hours of Chlorination (hour) (ag/1) (hour) (ag/1) (hour) (ag/1) (hour) (ag/1) l (bour) (ag/1) i W April 11. 1980 (continued)
| |
| ! 1303 0.12 1306 0.12 lI{
| |
| i 1309 1312 1315 1318 0.13 0.09 0.09 0.07 1321 0.08 1324 0.09 1327 0.07 1330 0.05 1333 0.03 1336 0.02 1339 <0.01 1342 <0.01 1345 <0.01 April 18, 1980 1019 (0.01 1021 <0.01 1022 <0.01 1023 <0.01 1024 <0.01 Combination Cycle 1027 <0.01
| |
| {I 1030 - 1215 1030 <0.01 1033 <0.01 I 1036 <0.01 1039 <0.01 1042 <0.01 i.
| |
| 1045 <0.01 4 1048 <0.01
| |
| ; 1051 (0.01 j
| |
| 1054 <0.01 1057 <0.01 1100 <0.01 1103 <0.01 1106 <0.01
| |
| !,1 1109 1112
| |
| <0.01
| |
| <0.01 i
| |
| 1115 <0.01 1118 <0.01 l
| |
| - 1121 <0.01 1123 <0.01
| |
| {
| |
| - 1127 <0.01 i
| |
| 1132 <0.01 1131 <0.01 1130 <0.01 1130 <0.01 1135 <0.01 1133 <0.01 l
| |
| 1136 (0.01 1139 <0.01 1142 <0.01 1145 <0.01 I 1148 1151 1154
| |
| <0.01
| |
| <0.01
| |
| <0.01 1157 (0.01 1200 <0.01 I 1203 1206 1209 1212
| |
| <0.01
| |
| <0.01
| |
| <0.01
| |
| <0.01 1215 <0.01 1218 <0.01 1221 (0.01 1224 <0.01 1227 <0.01 1230 <0.01 1232 <0.01 r
| |
| I 1-23 I
| |
| | |
| TABLE 1-8 (CONTINL'ED)
| |
| Mississippi River Upstream of Downstream of Sampling date Upstream Near Intake Diffuser Pipe Diffuser Pipe Station Operating Cycle Diffuser Pipe Discharge Bay (Location 6) (Location 23) (Location 24) (Location 21) (Location 7)
| |
| Hours of Chlorination thour) (ag/1) (hour) (ag/1) (hour) (ag/1) (hour) (ag/1) (hour) (ag/1)
| |
| April 30, 1980 1359 <0.01 1357 <0.01 1355 <0.01 1353 <0.01 Combination Cycle 1355 - 1530 1400 <0.01 1403 <0.01 1406 <0.01 1409 <0.01 1412 <0.01 1415 <0.01 1418 <0.01 1421 <0.01 1424 <0.01 1427 <0.01 1430 <0.01 1433 <0.01 1436 <0.01 1439 <0.01 1442 <0.01 1446 <0.01 1444 <0.01 1445 <0.01 1448 <0.01 1648 <0.01 1451 <0.01 1451 <0.01 1454 <0.01 1457 <0.01 1500 (0.01 1503 <0.01 1506 <0.01 1509 <0.01 1512 <0.01 1515 <0.01 1518 <0.01 1521 <0.01 1524 <0.01 1527 <0.01 1530 <0.01 1533 <3.01 1535 <0.01 1538 <0.01 1540 <0.01 1542 <0.01 4
| |
| I I
| |
| l I
| |
| l 1-24 I
| |
| | |
| I TABLE 1-9 TOTAL RESIDUAL CHLORINE CONCENTRATIONS MEASI' RED DURING CONDENSER CHLORINATION, MAY, 1980 Mississippi River I
| |
| Upstream of Downstream of Sampling date Upstream Near Intake Station Operating Cycle Diffuser Pipe Diffuser Pipe Diffuser Pipe Discharge Bay (Location 6) (Location 23) (Location 24)
| |
| Hours of Chlorination (hour) (ag/1) (hour) (ag/1) (Location 21) (Location 7)
| |
| (hour) (ag/1) (hour) (ag/1) '. hour) (ag/1)
| |
| I May 6, 1980 Combination Cycle 1030 - 1200 1002 <0.01 1005 <0.01 1007 <0.01 1009 <0.01 1027 1030
| |
| <0.01
| |
| <0.01 1033 <0.01 I 1036 1039 1042 1045
| |
| <0.01
| |
| <0.01
| |
| <0.01 (0.01 1048 <0.01 1051 <0.01 1054 <0.01 1057 <0.01 1100 <0.01 1103 (0.01 1106 <0.01 1109 <0.01 1112 <0.01 1115 <0.01 1118 <0.01 1121 <0.01 1124 <0.01 1127 <0.01 I
| |
| 1130 <0.01 1133 <0.01 1136 <0.01 1140 <0.01 1139 (0.01 1139 <0.61 1143 <0.01 1141 (0.01 1142 <0.01 1148 <0.01 1 1151 1154
| |
| <0.01
| |
| <0.01 1157 <0.01 1200 <0.01 l
| |
| I 1220 <0.01 1215 <0.01 1216 <0.01 1217 <0.01 1203 1206 1209
| |
| <0.01
| |
| <0.01
| |
| <0.01
| |
| : l. May 13, 1980 1015 (0.01 1018 <0.01 1020 <0.01 1021 <0.01 l
| |
| Combination Cycle 1030 - 1200 1027 <0.01 1030 <0.01 1033 <0.01 l
| |
| I 1036 1039 1042 1045
| |
| <0.01
| |
| <0.01
| |
| <0.01
| |
| <0.01 1048 <0.01 1051 <0.01 1054 (0.01 1057 <0.01 1100 <0.01 I
| |
| 1103 <0.01 1106 <0.01 1109 <0.01 1112 <0.01 l
| |
| l lI l
| |
| | |
| I TABII 1-9 (CONTINLT.D)
| |
| Mississippi River I;pstreas of Downstream of Sampling date Upstream Near Intake Diffuser Pipe Station Operating Cycle Diffuser Pipe Diffuser Pipe Discharge Bay (Location 6) (Location 23) (Location 24) (Locatton 21) liours of Chlorination (hour) (ag/1) (bour) (og/1) (Location 7)
| |
| (hour) (ag/1) (hour) (ag/1) (hour) (ag/1) ,
| |
| 1115 <0.01 1118 <0.01 1121 <0.01 1124 <0.01 1127 <0.01 1130 0.06 1132 <0.01 1133 0.03 1135 <0.01 1137 <0.01 1136 0.03 1139 <0.01 1139 0.03 1142 0.02 1145 <0.01 1148 0.01 1151 (0.01 1154 0.01 1157 0.02 1200 0.01 l 1203 0.01 g 1206 0.03 1209 0.01 1212 0.02 1215 <0.01 1218 <0.01 1227 (0.01 1221 <0.01 1230 (0.01 1232 <0.01 1234 <0.01 May 21, 1980 1012 <0.01 1015 <0.01 1016 <0.01 1017 <0.01 Combination Cycle 1021 <0.01 "
| |
| 1030 - 1150 1030 <0.01 1033 <0.01 1036 .
| |
| 0.01 1039 (0.01 1042 <0.01 1045 <0.01 1048 <0.01 1051 (0.01 1057 <0.01 1100 <0.01 1103 (0.01
| |
| , 1106 <0.01 l 1109 <0.01 1112 <0.01 1115 <0.01 1118 <0.01 1121 (0.01 1124 <0.01 1127 <0.01 i
| |
| 1130 (0.01 1130 <0.01 1
| |
| 1132 <0.01 1133 (0.01 1134 <0.01 1133 <0.01 l
| |
| s 1136 <0.01 1139 <0.01 i
| |
| 1142 <0.01 1145 <0.01
| |
| ! 1148 <0.01 1151 <0.01 1157 <0.01 1200 <0.01 1-26 I
| |
| | |
| A
| |
| .I I
| |
| I Mississippi River TABLE 1-9 (CONTIM TD)
| |
| Upstream of Downstream of
| |
| , Sampling date Upstream Near Intake Diffuser Pipe Station Operating Cycle Diffuser Pipe Diffuser Pipe Discharge Bay (Location 6) (Location 23) (Location 24) (Location 21)
| |
| Hours of Chlorination (hour) (ag/1) (hour) (ag/1) (Location 7)
| |
| (hour) (ag/1) (hour) (ag/1) (bour) (ag/1) 1203 (0.01 I
| |
| 1206 <0.01 1:09 <0.01 1215 <0.01 1212 <0.01 1217 1215 (0.01
| |
| <0.01 1218 <0.01 I
| |
| 1219 <0.01 May 27, 1980 1038 <0.01 1040 <0.01 1041 <0.01 l Combtnation Cycle 1042 <0.01 1024 <0.01 1030 - 1200 1027 <0.01 1030 (0.01 l 1033 <0.01
| |
| : 1036 <0.01 1039 <0.01 1042 (0.01 1045 <0 01 I 1048 1051 1054 1057 (0.01 (0.01
| |
| <0.01
| |
| <0.01 I (0.01 1100 1103 <0.01 1106 <0.01 1109 <0.01 1112 <0.01 4
| |
| I 1127 <0.01 1115 1118 1121 1124
| |
| <0.01 (0.01 (0.01 (0.01
| |
| , 1127 <0.01 1129 <0.01 1130 <0.01 1131 <0.01
| |
| , 1130 <0.01
| |
| , 1133 <0.01 1136 <0.01 1
| |
| 1139 <0.01 1142 <0.01
| |
| , 1145 <0.01 1 1148 <0.01 1151 <0.01 1157 <0.01 I 1207 (0.01 1209 <0.01 1210 <0.01 1200 1203 1206 1209 (0.01 (0.01
| |
| <0.01 (0.01 1211 <0.01 I
| |
| 4 i
| |
| k 4
| |
| ;I 1
| |
| 1-27
| |
| )
| |
| I
| |
| | |
| ll TABLE 1-10 TGTAL PISIDUAL CHLORIhT. CONCT.NTRATIONS .MSL* RED C13ING CONLENSER CHLORINATION, Jb'E 1980 Mississippi River Upstress of Downstream of Sampling date Upstream Near Intake Diffuser Pipe Diffuser Pipe Dif f user Pipe Discharge Bay Station Operating Cycle (Locatton 6) (Location 23) (Location 24) (Location 21, (Location 7)
| |
| Hours of Chlortnation (hour) (ms/1) (hour) (ag/1) (hour) (og/1) (hour) (ag/1) (hour) (ag/1)
| |
| June 3, 1980 1028 <0.01 1030 <0.01 1031 <0.01 1032 <0.01 Combination Cycle 1024 <0.01 1024 - 1230 1027 <0.01 1030 <0.01 1033 <0.01 1036 (0.01 1039 <0.01 1042 <0.01 1045 (0.01 1048 <0.01 1051 <0.01 1054 <0.01 1057 <0.01 1100 <0.01 1103 <0.01 1106 <0.01 1109 (0.01 1112 <0.01 1115 <0.01 1118 <0.01 1121 <0.01 1124 0.02 1127 0.01 1130 (0.01 1133 <0.01 1136 (0.01 1139 <0.01 1142 <0.01 1145 0.02 1148 0.02 1151 0.03 1154 0.04 1156 <0.01 1158 <0.01 1157 0.05 1159 <0.01 1200 (0.01 1200 0.02 1203 0.02 1206 0.01 1209 0.02 1212 0.03 1215 0.03 1218 0.01 1221 <0.01 1224 <0.01 1227 (0.01 1230 (0.01 1230 <0.01 1233 <0.02 1234 <0.01 1235 <0.01 June 10, 1980 1029 <0.01 1027 <0.01 1026 <0.01 1025 <0.01 Combinstion Cycle 1024 <0.01 1030-1200 1027 <0.01 1030 <0.01 1033 <0.01 1036 (0.01 1039 (0.01 1042 <0.01 1045 <0.01 1-28 11
| |
| | |
| r I
| |
| TABLE 1-10 (CONTIh17.D) l Mississippi River Upstream of Sampling date Upstream Near Intake Downstream of D ffuser Pipe Diffuser Pipe Diffuser Pipe Discharge Bay Station Operating Cycle (Location 6)
| |
| Hours of Chlorination s1 '.ation 23) (Location 24) (Location 21) (Location 7)
| |
| (hour) (ag/1) (hm . ' (ag/1) (hour) (ag/1) (hour) (ag/1) (hour) (ag/1) i 1048 <0.01
| |
| [
| |
| l l
| |
| I 1051 1054 1057 1100
| |
| <0.01
| |
| <0.01
| |
| <0.01
| |
| <0.01 l 1103 (0.01 l
| |
| 1106 <0.01 l 1109 <0.01
| |
| ' 1112 <0.01 1115 <0.01 l
| |
| I 1130 <0.01 1128 <0.01 1127 <0.01 1126 <0.01 1118 1121 112!.
| |
| 1127
| |
| <0.01
| |
| <0.01
| |
| <0.01
| |
| <0.01
| |
| ( 1130 <0.01 i 1133 <0.01 1
| |
| , 1136 <0.01 1139 <0.01 1142 <0.01 1145 <0.01 l
| |
| l I 1148 1151 1154 1157
| |
| <0.01
| |
| <0.01
| |
| <0.01
| |
| <0.01
| |
| , 1200 (0.01 1203 <0.01 1211 1206 <0.01
| |
| <0.01 1213 <0.01 1214 <0.01 1215 <0.01
| |
| . Tune 17, 1980 1010 <0.01 1012 i
| |
| <0.01 1013 <0.01 1014 <0.01 Combination Cycle 1030-1150 1027 <0.01 1030 <0.01 1033 <0.01 1036 <0.01 1039 <0.01 1042 <0.01 1045 <0.01 1048 <0.01 lI 1051 <0.01 1054 <0.01 1057 (0.01
| |
| (
| |
| 1100 <0.01 1103 <0.01 i 1106 <0.01
| |
| [ 1109 <0.01 1112 <0.01 1115 <0.01 1118 0.01 1:22 <0.01 1121 <0.01 1121 0.02 l 1125 <0.01 1123 <0.01 1 1124 0.02 1127 0.02 1130 0.02 l 3 1133 0.02 1136 0.02 1139 0.01 1142 0.01 1145 0.02 l
| |
| 1148 0.02 1151 0.01 1154 0.01 1157 <0.01 i
| |
| 1200 <0.01 l 1203 <0.01
| |
| ' 1209 <0.01 1210 <0.01 1212 (0.01 1213 <0.01 1214 <0.01 1-29
| |
| | |
| I TABLE 1-10 (CONTINUED) l Mississippi River Upstream of Downstream of Sampling date Upstreas Near Intake Diffuser Pipe Diffuser Pipe Diffuser Pipe Discharge Bay Station Operating Cycle (Location 6) (Location 23) (Location 24) (Location 21)
| |
| Hours of Chlorination (Location 7)
| |
| (hour) (ag/1) (hour) (ag/1) (bour) (ag/1) (hour) (ag/1) (hour) (mg/l)
| |
| June 24,1980 1031 <0.01 1029 <0.01 1028 <0.01 1027 <0.01 Combination Cycle 1027 <0.01 1030-1150 1030 <0.01 1033 <0.01 1036 <0.01 1039 <0.01 1042 (0.01 1045 (0.01 1048 <0.01 1051 <0.01 1054 <0.01 1057 <0.01 1100 <0.01 1103 <0.01 1106 <0.01 1109 <0.01 1112 <0.01 1115 <0.01 1115 <0.01 1117 <0.01 1118 <0.01 1119 <0.01 1118 <0.01 1121 <0.01 1124 <0.01 1127 <0.01 1130 (0.01 1133 <0.01 1136 <0.01 1139 (0.01 1142 <0.01 1145 <0.01 1148 <0.01 1151 <0.01 1154 (0.01 1157 <0.01 1200 <0.01 1203 <0.01 1206 (0.01 1209 (0.01 1212 <0.01 1210 <0.01 1212 <0.01 1213 <0.01 1214 <0.01 I
| |
| I I
| |
| I I
| |
| 1-30 I
| |
| I
| |
| | |
| ll TABLE 1-11 TOTAL Ft.SIDUAL CHLORINE CONCENTRATIONS MEASURED DURING CONDENSER CHLORINATION, JULY 1980 l l
| |
| I Sampling date Station Operating Cycle Hours of Chlorination Mississippi River Upstreas Near Intake (Location 6)
| |
| (hour) (ag/1)
| |
| Upstream of Diffuser Pipe (Location 23)
| |
| (hour) (eg/1)
| |
| Diffuser Pipe (Location 24)
| |
| (hour) (ar/1)
| |
| Downstream of Diffuser Pipe Discharge Bay (Location 21)
| |
| (hour) (ag/1)
| |
| (Location 7)
| |
| (hour) (ag/1)
| |
| July 1, 1980 1029 <0.01 1025 <0.01 1024 <0.01 1022 <0.01 Combination Cycle 1027 <0.01 1030 - 1150 1030 <0.01 l 1133 <0.01 1036 <0.01 1039 <0.01 1042 <0.01 1045 <0.01 1048 <0.01 1051 <0.01 1054 <0.01 1057 0.02 1100 0.08 I 1103 1106 1109 1112 0.09 0.12 0.19 0.21 1115 U.21 1118 0.22 1121 0.24 1124 0.24 1127 0.27 I 1129 <0.01 1130 <0.01 1131 <0.01 1130 0.28 1132 <0.01 1133 0.24 1136 0.19 1139 0.20 1142 0.12 1145 0.13 1148 0.05 1151 0.02 1154 <0.01 1157 <0.01 I 1209 (0.01 1210 <0.01 1211 <0.01 1212 <0.01 1200 1203 1206
| |
| <0.01
| |
| <0.01
| |
| <0.01 I July 8, 1980 Combination Cycle 1105-1230 1047 <0.01 1150 <0.01 1052 <0.01 1054 <0.01 1057 1100
| |
| <0.01
| |
| <0.01 1103 <0.01 1106 <0.01 1109 <0.01 1112 <0.01 1115 (0.01 1118 <0.01 1121 <0.01 1124 <0.01 1127 <0.01 1130 <0.01 I
| |
| 1133 <0.01 1136 <0.01 1139 <0.01 1142 (0.01 1145 <0.01 I 1154 <0.01 1152 <0.01 1148 (0.01 1147 <0.01 1148 1151 1154 1157
| |
| <0.01
| |
| <0.01
| |
| <0.01 (0.01 11 1-31 ll
| |
| | |
| 1 ll ll TABLE 1-11 (CONTIhu D)
| |
| Mississippi River Upstream of Downstreas of 11 Sampling date Upstream Near Intake Diff user Pipe Diffuser /ipe Diffuser Pipe Discharge Bay Station Operating Cycle (Location 6) (Location 23) (Location 24) (Location 21)
| |
| Hours of Chlorination (Location 7)
| |
| (hour) (ag/1) (hour) (ag/1) (hour) (ag/1) (hour) (eg/1) (hour) (ag/1)
| |
| July 8, 1980 (conttnued) 1200 <0 01 1203 <0.01 1206 <0.01 1209 <0.01 1212 <0.01 1215 <0.01 1218 <0.01 1221 <0.01 1224 <0.01 1227 <0.01 1230 (0.01 1233 1236
| |
| <0.01
| |
| <0.01 l
| |
| 3 1239 <0.01 1234 <0.01 1235 <0.01 1236 <0.01 1237 <0.01 July 17, 1980 1015 <0.01 1017 <0.01 1023 <0.01 1024 <0.01 Combination Cycle 1024 <0.01 e 1030-1150 1027 <0.01 1030 <0.01 1033 <0.01 1036 <0.01 1039 <0.01 1042 <0.01 1045 <0.01 1048 1051
| |
| <0.01
| |
| <0.01 l
| |
| g 1054 <0.01 1057 <0.01 1100 <0.01 1103 <0.01 1106 <0.01 1109 <0.01 1112 <0.01
| |
| :115 <0.01 1118 <0.01 1121 <0.01 1124 <0.01 1127 (0.01 1130 (0.01 1130 <0.01 1132 <0.01 1133 <0.01 1135 <0.01 1136 <0.01 1138 <0.01 1139 <0 01 1142 (0.01 1145 <0.01 1148 <0.01 1152 <0.01 1154 <0.01 1157 <0.01 1200 <0.01 1203 <0.01 1206 <0.01 1205 <0.01 1209 <0.01 1212 <0.01 1216 <0.01 July 31, 1980 1012 (0.01 1015 <0.01 1016 <0.01 1018 <0.01 '
| |
| Combination Cycle 3 1027 <0.01 1030-1150 1030 <0.01 1033 <0.01 1036 <0.01 1039 <0.01 1-32 ll ll
| |
| | |
| I I
| |
| TABLE 1-11 (CONTINLT.D)
| |
| I Sampling date Mississippi River Upstream Near Intake Upstream of Diffuser Pipe Diffuser Pipe Downstream of Diffuser Pipe Discharge Bay I
| |
| Station Operating Cycle (Location 6) (Location 23) (Location 24) (Lccation 21) (Location 7)
| |
| Hours of Chlorination (hour) (ag/1) (hour) (ag/1) (hour) (mg/.) (hour) (ag/1) (hour) (ag/1)
| |
| July 31, 1980 (continued) 1042 <0.01 I 1045 1048 1051 1054
| |
| <0.01
| |
| <0.01
| |
| <0.01 (0.01 1057 <0.01 1100 <0.01 1103 <0.01 1106 <0.01 1109 <0.01 1112 <0.01 I 1115 (0.01 1117 <0.01 1119 <0.01 1121 <0.01 1115 1118 1121 1124 0.02 0.08 0.08 0.09 I 1127 1130 1133 1136 0.09 0.02
| |
| <0.01
| |
| <0.01 1139 <0.01 114;: 0.02 1145 0.05 1148 0.07 1151 0.07 1154 0.03 I 1157 1200 1203 1206 0.06 0.08 0.12 0.09 1209 0.10 1212 0.15 1215 0.04 1218 0.02 1221 <0.01 I 1226 <0.01 1228 <0.01 1230 <0.01 1232 <0.01 1224 1227 1230
| |
| <0.01
| |
| <0.01
| |
| <0.01 l
| |
| I 1
| |
| l t
| |
| 1-33 I
| |
| | |
| ll TABLE 1-12 TOTAL RESIDUAL CHLORINE CONCINTRATIONS ME/.SURED DURING CONDENSER CHLORINATION, AUGUST 1980.
| |
| Mississippi River Upstress of Downstream of Sampling date Dpstrema Near Inttie Diffuser Pipe Diffuser Pipe Diffuser Pipe Discharge Bay Station Operating Cycle (Location 6) (Location 23) (Location 24) (Location 21) (Location 7)
| |
| Hours of Chlorination (hour) (ag/1) (hour) (ag/1) (hour) (ag/1) (hour) (ag/1) (hour) (ag/1)
| |
| August 5,1980 1020 <0.01 1022 <0.01 1024 <0.01 1025 <0.01 Combination Cycle 1027 <0.01 1030-1150 1030 <0.01 1033 <0.01 1036 (0.01 1039 <0.01 1042 <0.01 1045 <0.01 1048 0.02 1051 0.02 1054 0.04 1057 0.06 1100 0.04 1103 0.02 1140 <0.01 1109 <0.01 1112 <0.01 1115 0.04 1118 0.03 1120 (0.01 1122 <0.01 1121 0.05 1124 <0.01 1124 0.07 1126 <0.01 1127 0.06 1130 0.06 1133 0.06 1136 0.05 1139 0.03 1142 0.03 1145 0.02 1148 <0.01 1151 <0.01 1154 <0.01 1157 <0.01 1200 <0.01 1203 <0.01 1206 (0.01 1210 <0.01 1212 <0.01 1216 <0.01 August 12, 1980 1015 <0.01 1018 <0.01 1021 <0.01 1024 <0.01 1027 <0.01 =
| |
| Combination Cycle 1030-1150 1130 <0.01 1033 <0.01 1036 <0.01 1039 (0.01 1042 <0.01 1045 <0.01 1048 <0.01 ll 1- 34 I
| |
| 11
| |
| | |
| I I
| |
| I Mississippi River TABLE 1-12 (CONTIhTED)
| |
| Upstream of Sampling date Upstream Near Intake Downstream of i I Station Operating Cycle Hours of Chlortnation (Location 6)
| |
| (hour) (ag/1)
| |
| Diffuser Pipe (Location 23)
| |
| (hour) (ag/1)
| |
| Diffuser Pipe (Location 24)
| |
| (hour) (ag/1)
| |
| Diffuser Pipe Discharge Bay (Location 21) (Location 7)
| |
| (hour) (ag/i) (hour) (ag/1)
| |
| I 1051 1054 1057 1100
| |
| <0.01
| |
| <0.01
| |
| <0.01 0
| |
| 0.01 l
| |
| l 1103 <0.01 1106 <0.01 1139 <0.01 1112 <0.01 1115 <0.01 I 1120 <0.01 1122 <0.01 1124 <0.01 1126 <0.01 1118 1121 1124 1127
| |
| <0.01
| |
| <0.01
| |
| <0.01
| |
| <0.01 1130 (0.01 I 1133 1136 1139 1142
| |
| <0.01
| |
| <0.01
| |
| <0.01
| |
| <0.01 1145 <0.01 1148 <0.01 1151 <0.01 1154 (0.01 1157 <0.01 I 1209 <0.01 1212 <0.01 1215 <0.01 1217 <0.01 1200 1203 1206
| |
| <0.01
| |
| <0.01
| |
| <0.01 August 21, 1980 1009 <0.01 I Combination Cycle 1030-1150 1013 <0.01 1015 <0.01 1027 1030
| |
| <0.01
| |
| <0.01 1033 (0.01 103e <0.01 1039 <0.01 1042 <0.01 1045 <0.01 1048 (0.01 1051 <0.01 1054 <0.01 1057 <0.01 1100 <0.01 1103 (0.01 i
| |
| l I 1106 1109 1112 1115
| |
| <0.01
| |
| <0.01
| |
| <0.01 1 <0.01 I 1120 (0.01 1122 <0.01 1124 <0.01 1126 <0.01 1118 1121 1124 1127
| |
| <0.01
| |
| <0.01
| |
| <0.01 (0.01 1130 <0.01 1133 <0.01 1136 <0.01 1139 <0.01 1142 <0.01 1145 40.01 I 1148 <0.01 I 1-35 I
| |
| | |
| TABLE 1-12 (CONT 1h1T.D)
| |
| I Mississippi River Upstream of Downstream of Sampling date Upstream Near Intake Diffuser Pipe Diffuser Pipe Diffuser Pipe Discharge Bay Station Operating Cycle (Location 6) (Location 23) (Location 24) (Location 21) (Location 7)
| |
| Hours of Chlorination (hour) (ag/1) (hour) (ag/1) (hour) (ag/1) (hour) (ag/1) (bour) (ag/1) 1151 <0.01 1154 <0.01 1157 <0.01 1200 <0.01 1205 <0.01 1203 <0.01 1200 <0.01 1159 <0.01 l
| |
| August 28, 1980 1015 <0.01 1017 <0.01 1019 <0.01 1021 <0.01 j Combination Cycle 1027 <0.01 1030 (0.01 1033 <0.01 1036 <0.01 1039 <0.01 1042 <0.01 1045 <0.01 1048 <0.01 1051 <0.01 1054 <0.01 1057 <0.01 1100 (0.01 1103 <0.01 1106 (0.02 1109 <0.01 1112 <0.01
| |
| ; 1115 <0.01
| |
| ' 1115 <0.01 1117 <0.01 1119 <0.01 1118 <0.01 1121 <0.01 1121 <0.01 1124 <0.01 1127 <0.01 1130 <0.01 1133 (0.01 1136 <0.01 l 1139 <0.01 l 1142 (0.01 1145 <0.01 1148 (0.01 1151 <0.01 l 1154 <0.01 3 1157 (0.01 l 1200 <0.01 1203 <0.01 1200 <0.01 1202 <0.01 1206 <0.01 l
| |
| I I
| |
| I l
| |
| l I
| |
| l 1-36 I
| |
| I
| |
| | |
| ll TABLE 1-13 I TOTAL RESIDUAL CHLORINE CONCENTRATIONS MEASURED DURING CONDENSER CHLORINATION, SEPTDiBER 1980 I Sampling date Station Operating Cycle Hours of Chlorination Mississippi River Upstress Near Intake (Location 6)
| |
| (hour) (og/1)
| |
| Upstream of Diffuser Pipe (Location 23)
| |
| (hour) (ag/1)
| |
| Diffuser Pipe (Location 24)
| |
| (hour) (ag/1)
| |
| Downstream of Diffuser Pipe Discharge Bay (Location 21) (Location 7)
| |
| (hour) (ag/1) (hour) (ag/1)
| |
| I September 3, 1980 Combination Cycle 1100-1130 1045 <0.01 1047 <0.01 1049 <0.01 1051 <0.01 1057 1100
| |
| <0.01
| |
| <0.01 I 1103 1106 1109 1112
| |
| <0.01
| |
| <0.01
| |
| <0.01
| |
| <0.01 1115 <0.01 I 1118 1121 1124 1127
| |
| <0.01
| |
| <0.01
| |
| <0.01
| |
| <0.01
| |
| ' 1130 <0.01 1133 <0.01 1136 <0.01 1139 <0.01 1142 (0.01 1145 <0.01 1148 <0.01 1155 <0.01 1157 <0.01 1159 <0.01 1201 <0.01 September 9, 1980 1015 <0.01 1017 <0.01 (0.01 1019 1021 (0.01 Combination Cycle 1030-1150 1027 <0.01 1030 <0.01 1033 <0.01 1036 <0.01 I
| |
| 1042 <0.01 1045 <0.01 1048 <0.01 1051 <0.01 1054 <0.01 I 1057 1100 1103 1106
| |
| <0.01
| |
| <0.01
| |
| <0.01
| |
| <0.01 1109 <0.01 I 1115 <0.01 1117 <0.01 1119 <0.01 1121 <0.01 1112 1115 1118 1121
| |
| <0.01
| |
| <0.01
| |
| <0.01
| |
| <3.01 I
| |
| 1124 <0.01 1127 <0.01 1130 <0.01 1136 <0.01 1139 <0.01 I 1142 1145 1148 1151
| |
| <0.01
| |
| <0.01
| |
| <0.01
| |
| <0.01 1154 <0.01 I 1200 <0.01 1202 <0.01 1204 <0.01 1206 <0.01 1157 1200 1203
| |
| <0.01
| |
| <0.01
| |
| <0.01 ll I 1-37 11
| |
| | |
| I Tf3LE 1-13 (CONTINUED) flississippi River Upstream of Downstream of Sampling date Upstream Near Intake Diffuser Pipe Diffuser Pipe Diffuser Pipe Discharge Bay Station Operating Cycle (Location 6) (Location 23) (Location 24) (Location 21)
| |
| Hours of Chlorination (Location 7)
| |
| (hour) (eg/1) (hour) (ag/1) (hour) (eg/1) (hour) (ag/1) (hour) (eg/1) 1115 <0.01 1117 <0.01 1119 <0.01 1115 <C.01 Iil l
| |
| 1118 <0.01 1121 (0.01 1121 <0.01 1124 <0.01 1127 <0.01 1130 <0.01 1133 <0.01 1136 (0.01 1139 <0.01 1143 <0.01 1145 (0.01 1148 <0.01 1151 <0.01 1154 <0.01 1157 <0.01 1200 <0.01 1203 <0.01 1150 <0.01 1152 <0.01 1154 <0.01 1156 <0.01 I
| |
| I
| |
| [
| |
| I I
| |
| I I
| |
| I I
| |
| I I
| |
| | |
| I I TABLE 1-14 TOTAL RESIDUAL CHLORINE CONCENTRATIONS MEASURED DURING CONDENSER CHLORINATION, OCTOBER 1980 I Sampling date Station Operating cycle Ecurs of Chlorination Mississippi River Upstream Near intake (L, cation 6)
| |
| (hour) (ag/1)
| |
| Upstream of Diffuser Pipe (Location 23)
| |
| (hour) (ag/1)
| |
| Diffuser Pipe (Location 24)
| |
| (hour) (ag/1)
| |
| Downstreas of Diffuser Pipe Discharge Bay (Location 21)
| |
| (hour) (ag/1)
| |
| (Locatien 7)
| |
| (hour) (ag/1)
| |
| I Octohsr 1, 1980 Combination Cycle 1027-1151 1015 <0.01 1017 <0.01 1019 <0.01 1021 <0.01 1027 1030
| |
| <0.01
| |
| <0.01 1033 <0.01 1036 <0.01 l 1039 <0.01 1042 <0.01 1045 <0.01 I
| |
| 1048 <0.01 1051 <0.01 1054 <0.01 1057 <0.01 1100 <0.01 I 1109 <0.01 11.11 <0.01 1103 1106
| |
| '.109 1112
| |
| <0.01
| |
| <0.01
| |
| .05
| |
| .09 1115 <0.01 1115 .07 I 1117 <0.01 1118 1121 1124 1127
| |
| .10
| |
| .12
| |
| .05
| |
| .02 (0.01 I
| |
| 1130 1133 <0.01 1136 (0.01 1139 <0.01 1142 <0.01
| |
| {I l
| |
| t 1145 (0.01 1147 (0.01 1149 <0.01 1151 <0.01 1145 1148 1151 (0.01
| |
| <0.01
| |
| <0.01 f October 9,1980 1015 <0.01 1017 <0.01 1019 <0.01 1021 <0.01 l Combination Cycle 1010 <0.01 l
| |
| 1010-1207 1013 (0.01 l
| |
| 1016 <0.01 I <0.01 1019 1022 <0.01 1025 <0.01 i
| |
| 1028 <0.01 l 1031 <0.01 1034 (0.01 1037 <0.01 l 1040 <0.01 1043 <0.01 1046 <0.01 l
| |
| l 1049 <0.01 1052 <0.01 1055 <0.01 1058 <0.01 l
| |
| 1101 <0.01
| |
| ' l 1104 <0.01 g 1107 (0.01 1110 <0.01 1113 <0.01
| |
| , I I -
| |
| I
| |
| | |
| I 2ABLE 1 14 (CONTI.qT.p)
| |
| Mississippi River Upstream of Downstream of Sampling date Upstreas Near Intake Diffuser Pipe Diffuser Pipe Station Operating Cycle Diffuser Pipe Discharge Bay (1.ocation 6) (Location 23) (Location 24) (Location 21) (Location 7)
| |
| Hours of Chlorination (hour) (ag/1) (hour) (ag/1) (hour) (ag/1) (hour) (ag/1) (hcor) (ag/1) 1117 (0.01 1115 <0.01 1116 <0.01 1119 (0.01 1119 <0.01 1123 <0.01 1122 <0.01 1125 <0.01 1128 <0.01 1131 <0.01 1134 <0.01 1137 <0.01 1140 <0.01 1143 <0.01 1146 <0.01 1149 <0.01 1152 (0.01 l 1155 <0.01 3 1158 <0.01 1201 <0.01 1204 <0.01 1207 (0.01 1207 <0.01 1210 <0.01 1213 (0.01 1215 <0.01 October 22, 1980 1026 (0.01 1020 <0.01 1029 <0.01 1032 (0.01 Combination Cycle 1018-1206 1018 <0.01 1021 <0.01 1024 <0.01 1027 (0.01 1030 <0.01 1033 <0.01 1036 <0.01 1039 <0.01 1042 <0.01 1045 <0.01 1048 (0.01 1057 <0.01 10!4 <0.01 10:7 <0.01 11's0 (0.01 1103 <0.01 1106 <0.01 1110 <0.01 1109 <0.01
| |
| ! 1112 1
| |
| <0.01 1115 <0.01 l 1119 <0.01 1118 (0 01 1121 <0.01 1121 (0.01 1125 <0.01 1124 <0.01 1127 <0.01 1130 <0.01 1
| |
| 1133 <0.01
| |
| [
| |
| 1136 (0.01
| |
| ' 1139 <0.01 l
| |
| 1142 (0.01 1145 <0.01 1148 <0.01 1151 <0.01 1154 <0.01 1157 <0.01 1200 <0.01 1203 <0.01 1
| |
| 1206 <0.01 I
| |
| ,_ I I
| |
| | |
| 1 I I I
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| l i
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| TABLE 1-14 (COMTINLT.D)
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| I Sampla ., date Station Operating Cycle Hours of Chlorination Mississippi River Upstream Near Intake (Location 6)
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| (hour) (ag/1)
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| Upstreas of Diffuser Pipe (Location 23)
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| Diffuser Pipe (Location 24)
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| Downstream of Diffuser Pipe Discharge Bay (Location 21) (Location 7)
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| (hour) (og/1)
| |
| (hour) (ms/1) (hour) (og/1) (hour) (ag/1) 1200 (0.01 1202 <0.01 1204 <0.01 1206 (0.01 October 29, 1980 1026 <0.01 1027 <0.01 1028 (0.01 1030 <0.01 I
| |
| Combination Cycle 1024 <0.01 1024-1209 1027 <0.01 1030 <0 01 1033 (0.01 1036 <0.01 I 1039 1042 1045 1048 (0.01
| |
| <0.01
| |
| <0.01 (0.01 1051 <0.01 I 1054 1057 1100 1103
| |
| <0.01 (0.01
| |
| <0.01
| |
| <0.01 1106 <0.01 1109 <0.01 1112 <0.01 1115 <0.01 1118 <0.01 I 1123 (0.01 1122 <0.01 1121 <0.01 1120 (0.01 1121 1124 1127 1130
| |
| <0.01
| |
| <0.01
| |
| <0.01
| |
| <0.01 1133 (0.01 I 1136 1139 1142 1145 (0.01 (0.01
| |
| <0.01
| |
| <0.01 I
| |
| 1148 (0.01 1151 <0.01 1154 <0.01 1127 <0.01 120C <0.01 I 1212 (0.01 1214 <0.01 1215 <0.01 1216 <0.01 1203 1206 1209
| |
| <0.01
| |
| <0.01
| |
| <0.01 I
| |
| I I
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| I I '-"
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| | |
| I TABII 1-15 I
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| TOTAL RESIDUAL CHLCRINE CONCENTRATIONS MEASL' RED DURING CONDENSER CHLORINATION, NO\T.MBER 1920 Hasissippi River Upstream of Downstream of Sampling date Upstress Near Intake Diffuser Pipe Diffuser .*ipe Diffuser Pipe Discharge Bay Station Operating Cycle (Location 6) (Location 23) (Location 24) (Location 21) (Location 7)
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| Hours of Chlorination (bour) (og/1) (hour) (ag/1) (hour) (ag/1) (hour) (mg/1) (hour) (eg/1)
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| November 20, 1980 <0.01 <0.01 <0.01 <0.01 Combination Cycle 1048 <0.01 1048-1248 1051 <0.01 1054 <0.01 1057 <0.01 1100 <0.01 1103 <0.01 1106 <0.0?
| |
| 1109 <0.01 1112 <0.01 1115 <0.01 1118 <0.01 1121 <0.01 1124 <0.01 1127 <0.01 1130 <0.01 i 1133 <0.01 1136 <0.01 1139 <0.01 1142 <0.01 1145 <0.01 1148 <0.01 1151 <0.01 1154 <0.01 1157 <0.01 1200 <0.01 1203 (0.01 1206 1209
| |
| <0.01
| |
| <0.01 l
| |
| g 1212 <0.01 1215 <0.01 1218 <0.01 1221 <0.01 1224 <0.01 1227 <0.01 1230 (0.01 1233 <0.01 1236 <0.01 ,
| |
| 1239 <0.01 <
| |
| 1242 <0.01 1245 <0.01 1215 <0.01 1215 (0.01 1215 <0.01 1215 <0.01 1248 <0.01 lg.)j November 21, 1980 1015 <0.01 1017 <0.01 1019 <0.01 1020 (0.01 i
| |
| Combination Cycle 1015 <0.01 i 1015-1206 1018 <0.01 1 1021 <0.01 l 1024 (0.01 l 1027 <0.01 1 1030 <0.01 '
| |
| 1033 <0.01 1036 <0.01 1039 <0.01 I
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| .. 2 I
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| l l
| |
| | |
| 11 l'ABLE 1-15 (CONT 1hTED)
| |
| Mississippi River Upstream of Downstream of Sampling date Upstrean Near intake Diffuser Pipe Diffuser Pipe Diffuser Pipe Discharge Bay Station Operating Cycle (Location 6) (Location 23) (Location 24) (Location 21) (Location 7)
| |
| Hours of Chlorination (hour) (ag/1) (hour) (ag/1) (hour) (ag/1) (hour) (ag/11 (hour) (ag/1) 1042 <0.01 1045 <0.01 i
| |
| I 1048 1051 1054 1057
| |
| <0.01
| |
| <0.01
| |
| <0.01 (0.01 i
| |
| 1100 (0.01 I -
| |
| 1103 1106 1109 1112
| |
| <0.01
| |
| <0.01
| |
| <0.01
| |
| <0.01 I
| |
| 1115 <0.01 1115 <0.01 1117 <0.01 1119 <0.01 1118 <0.01 1120 <0.01 1121 <0.01 1124 (0.01 1127 (0.01 I 1130 1133 1136 1139
| |
| <0.01
| |
| <0.01
| |
| <0.01
| |
| <0.01 1142 <0.01 I 1145 1148 1151 1154 (0.01 (0.01
| |
| <0.01
| |
| <0.01 I 1157 1200 1203 1206
| |
| <0.01
| |
| <0.01
| |
| <0.01
| |
| <0.01 1200 <0.01 1202 <0.01 1204 <0.01 1205 <0.01 November 24, 1980 1015 <0.01 1017 <0.01 1018 <0.01 1019 <0.01 Combination Cycle 1015 <0.01 1015-1221 1018 <0.01 1021 <0.01 I 1024 1030 1033 1036
| |
| <0.01
| |
| <0.01
| |
| <0.01
| |
| <0.01 I 1039 1042 1045 1048
| |
| <0.01
| |
| <0.01
| |
| <0.01
| |
| <0.01 1051 <0.01 I 1054 1057 1100 1103
| |
| <0.01
| |
| <0.01
| |
| <0.01
| |
| <0.01 1106 (0.01 I 1115 (0.01 1118 <0.01 1119 <0.01 1109 1112 1115 1112
| |
| <0.01 (0.01
| |
| <0.01
| |
| <0.01 1121 <0.01 1121 <0.01 1124 (0.01 1127 <0.01 1130 <0.01 '
| |
| 1133 <0.01 i
| |
| 1136 <0.01 1139 <0.01 1-43 ll
| |
| | |
| I 1 TABLE 1-15 (CONTDiLT.D)
| |
| Mississippi River Upstress of Downstream of Sampling date Upstresa Near intake Diffuser Pipe Diffuser Pipe Diffuser Pipe Discharge Bay Station Operating Cycle (Location 6) (Locatten 23) (Location 24) (Location 21) (Location 7)
| |
| Hours af Chlorination (hour) (ag/1) (hour) (ag/1) (hour) (ag/1) (hour) (ag/1) (bour) (ag/1) 1142 (0.01 1145 <0.01 1148 <0.01 1151 <0.01 1154 <0.01 1157 <0.01 1200 <0.01 1203 <0.01 1106 <0.01 1209 <0.01
| |
| * 1212 <0.01 1215 <0.01 1218 <0.01 1221 <0.01 1200 <0.01 1202 <0.01 1204 <0.01 1205 <0.01 November 25, 1980 1015 (0.01 1017 <0.01 1018 (0.01 1019 (0.01 Combination Cycle 1015 <0.01 1015-1296 1018 <0.01 1021 <0.01 1024 (0.01 1027 (0.01 1030 (0.01 1033 (0.01 1036 <0.01 1039 <0.01 1042 <0.01 1045 <0.01 1048 <0.01 1051 <0.01 1054 <0.01 1057 (0.01 l 1100 <0.01 g 0013 (0.01 1106 <0.01 1109 <0.01 1112 <0.01 1115 (0.01 1115 <0.01 1117 <0.01 1119 <0.01 1118 <0.01 1121 <0.01 1121 <0.01 1124 <0.01 1127 <0.01
| |
| , 1130 (0.01 1133 <0.01 1136 <0.01 1139 <0.01 1142 <0.01 1145 <0.01 1148 <0.01 r
| |
| ' 1151 <0.01 1154 <0.01 1157 <0.01 1200 (0.01 1203 <0.01 1206 <0.01 1205 <0.01 1207 (0.01 1209 <0.01 1211 <0.01 I.
| |
| 1."
| |
| I I
| |
| | |
| I TABLE 1-16 TOTAI. RESIDUAL CHLCRINE CONCENTRATIONS MEASL' RED DURING CONDENSER CHLORINATION, DECEMBER 1980 Mississippi River Upstreas of Downstream of I Sampling date 5 stion Operating Cycle Hours of Chlorination Upstream Near Intake (Location 6)
| |
| (hour) (ag/1)
| |
| Diffuser Pipe (Location 23)
| |
| (hour) (ag/1)
| |
| Diffuser Pipe (Location 24)
| |
| (hour) (ag/1)
| |
| Diffuser Pipe Discharge Bay (Location 21)
| |
| (hour) (ag/1)
| |
| (Location 7)
| |
| (hour) (ag/1)
| |
| December 4, 1980 1015 <0.01 1017 <0.01 1018 <0.01 1019 (0.01 Combination Cycle 1015 <0.01 1015-1209 1018 (0.01 1021 <0.01 l 1024 <0.01
| |
| (
| |
| 1027 <0.01 1030 <0.01 1033 (0.01 1036 <0.01 I 1039 1042 1045 1048
| |
| <0.01 (0.01
| |
| <0.01
| |
| <0.01 1051 <0.01 I 1054 1057 1100 1103
| |
| <0.01
| |
| <0.01
| |
| <0.01
| |
| <0.01
| |
| <0.01 I
| |
| 1106 1109 <0.01 1112 <0.01 1115 <0.01 1115 <0.01 1117 (0.01 1118 <0.01 1119 <0.01 1118 (0.01 I 1121 1124 1127 1130 (0.01
| |
| <0.01
| |
| <0.01
| |
| <0.01 1133 <0.01 I 1136 1139 1142 1145
| |
| <0.01
| |
| <0.01
| |
| <0.01
| |
| <0.01 1148 <0.01 1151 <0.01 1154 <0.01 l 1157 <0.01 1200 <0.01 1203 <0.01 1206 <0.01 1200 (0.01 1202 <0.01 1203 (0.01 1204 (0.01 1209 <0.01 December 10, 1980 1015 <0.01 1017 <0.01 1018 <0.01 1019 (0.01 l
| |
| Combination Cycle 1015 <0.01 1015-1209 1018 <0.01 1021 <0.01 1021 <0.01 I
| |
| 1027 <0.01 1030 <0.01 1033 (0.01 1036 <0.01 1039 (0.01 I 1042 1045 1048
| |
| <0.01
| |
| <0.01
| |
| <0.01 l
| |
| l l
| |
| 1-45 l
| |
| i l
| |
| | |
| ll IABLE l-16 (C0h7!h*LT.D)
| |
| Mississippi River Upstream of Downstreas of Sampling date Upstream hear Intake Diffuser Pipe Diffuser Ptpe Diffuser Pipe Discharge Bay Station Operattes Cycle (Location 6) (Location 23) (Location 24) (Location 21) (Location 7)
| |
| Hours of Chlortnation (hour) (eg/1) (hour) (ag/1) (hour) (ag/1) (hour) (ag/1) (hour) (ag/1) 1051 (0.01 1054 <0.01 1057 (0.01 1100 <0.01 1103 <0.01 1106 <0.01 1109 <0.01 '
| |
| 1112 (0.01 1115 <0.01 1115 <0.01 1117 <0.01 1119 (0.01 1118 (0.01
| |
| . 1121 (0.01 1121 <0.01 1124 <0.01 1127 (0.01 1130 (0.01 1133 <0.01 1139 (0.01 1142 <0.01 1145 <0.01 1148 (0.01 1151 <0.01 1154 <0.01 1157 (0.01 1200 <0.01 1203 (0.01 1206 <0.01 1209 <0.01 1205 <0.01 1:07 <0.01 1208 <0.01 1209 (0.01 December 16, 1980 1015 <0.01 1017 (0.01 1018 <0.01 1019 <0.01 Combination Cycle 1201 <0.01 1021-1206 1024 <0.01 1027 (0.01 1030 <0.01 1033 <0.01 1036 <0.01 1039 (0.01 1042 (0.01 1045 <0.01 1048 (0.01 1051 <0.01 1054 <0.01 1057 (0.01 1100 <0.01 1103 (0.01 1106 <0.01 1109 <0.01 1112 (0.01 1115 <0.01 1115 <0.01 1117 <0.01 1119 <0.01 1115 <0.01 1121 <0.01 1121 <0.01 1124 (0.01 1127 <0.01 1130 <0.01 1133 (0.01 1136 <0.01 1139 <0.01 1142 <0.01 1145 (0.01 1-46 ll
| |
| | |
| I TABLE l-16 (CONTINLT.D)
| |
| *11ssissippi River Upstreas of Downstream of Sampling date Upstress Near Int.ke Diffuser Pipe Diffuser Pipe Diffuser Pipe Discharge Bay '
| |
| Station Operating Cycle (Location 6) (Location 23) (Location 24) (Location 21) (Locatien 7)
| |
| Hours of Chlorination (hour) (ag/1) (bour) (eg/1) (bour) (ag/1) (hour) (ag/1) (hour) (ag/1) 1148 <0.01 1151 <0.01 I 1154 1157 1200 1203
| |
| <0.01 (0.01
| |
| <0.01 (0.01 1206 (0.01 1205 <0.01 1207 <0.01 1208 (0.01 1209 <0.01 De: ember 30, 1980 1015 <0.01 1017 <0.01 1018 <0.01 1020 <0.01 Combtnation Cycle 1100 <0.01 1102 <0.01 1104 <0.01 1103 <0.01 1103-1221 1106 (0.01 1100 <0.01 1109 <0.01 1117 <0.01 1118 <0.01 1121 <0.01 I 1124 1127 1130 1133
| |
| <0.01
| |
| <0.01 (0.01 (0.01
| |
| * 1136 <0.01 I 1139 1142 1145 1148
| |
| <0.01
| |
| <0.01
| |
| <0.01
| |
| <0.01 I
| |
| 1151 <0.01 1154 <0.01 1157 (0.01 1200 <0.01 1203 (0.01 I 1206 1209 1212 1215
| |
| <0.01 (0.01
| |
| <0.01
| |
| <0.01 1218 <0.01 I 1200 <0.01 1203 <0.01 1205 <0.01 1207 <0.01 1221 (0.01 I
| |
| I I
| |
| I "''
| |
| | |
| m_ m.a m _3- -.__ - --. _ . *--++W +-. = a+ r oa=-h-*-->--=--m -' .2- -+-&-m a a a- a .-
| |
| I I
| |
| I I 1 CHAPTER 2 TEMPERATURE MONITORING I
| |
| Operational Environmental Monitoring In The Mississippi River Near Quid-Cities Station I
| |
| I February 1980 through December 1980 I
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| 1 I
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| , _ , .-~.. -- - _. ._ ., _ , ..-_
| |
| | |
| I TABLE OF CONTENTS Page LIST OF TABLES 11 LIST OF FIGURES iii 2.1 Introduction 2-1 2.2 Field and Analytical Procedures 2-1 2.3 Results and Discussion 2-2 2.3.1 Natural Variations in River Water Temperature 2-2 2.3.2 Station Related Variation in Water Temperature 2-3 2.4 Summary and Conclusions 2-4 2.5 References Cited 2-4 I
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| I I
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| c i
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| | |
| I 1
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| LIST OF TABLES :
| |
| o .
| |
| N_o Title Page 2-1 Monthly mean, minimum and maximum temperatures, 2-5 Quad-Cities Station, February 1980-December 1980 i 2-2 Monthly maximum and mean temperatures differences 2-6 i (AT), and average megawatt power output, Quad-Cities Station, February 1980 through December 1980 l
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| i I
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| l t
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| ! I; l
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| I.
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| I, Il l
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| l 11
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| )
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| | |
| i I
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| LIST OF FIGURES i S- Title Page i
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| ,E 2-1 Temperature sensor tocations at quaa-cities 2-7 l 3 Station i l
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| I .
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| I I
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| I I
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| I 1
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| !I I
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| lii
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| | |
| 2.0 TEMPERATURE MONITORING I 2.1 Introduction This report presents results of continuous monitoring of water temperature in the Mississippi River near the Quad-Cities Station from February 1980 through December 1980.
| |
| The objectives of this study were:
| |
| I
| |
| : 1. to provide an hourly record of the temperature regime of the Mississippi River in the vicinity of the Quad-Cities Station including the observation of any downstream thermal changes resulting from station operation; and
| |
| : 2. to identify diurnal, seasonal and other normal or periodic variations in river water temperature 2.2 Field and Analytical Procedures Eight sensors were used to record temperatures hourly near the Quad-Cities Station (Figure 2-1). One sensor was located upstream near the Illinois shore. Foar sensors were placed along a transect 600 ft downstream from the diffuser pipes. One sensor was placed at the entrance to the intake bay in the center of the opening. The discharge bay temperature sensor was located near the port to the diffuser pipes, and a sensor was placed in the cold end (return side) of the cooling canal.
| |
| All sensors were approximately two feet above the bottom. Temperatures were also manually measured on a weekly basis, upstream in the mid-channel of the Mississippi River and in the Wapsipinicon River.
| |
| I Water temperatures at the continuous monitoring locations were measured in situ with ultralinear silicon sensitors having a range of 32 to 100F (0 to 38C) and an accuracy of 11.0% of full scale. The sensors were wired to the station control room. The output of the analyzers was continuously recorded by a Honeywell class 15 multipoint recorder.
| |
| 2-1
| |
| | |
| Ground truth data were taken at weekly intervals with a calibrated YSI tele-thermometer to evaluate the accuracy of the continuous monitoring system. Adjustments were made :n necessary so chart and ground truth temperatures would agree. Prior to temperature sensor installation, the 32F and 100F points on the analyzer scale were set using individual resistance (ohm) inputs for the cable and sensor. On occasions when discharge temperatures exceeded 100F, adjustments were performed on the analyzer to permit recording.
| |
| Minimum, maximum and mean values for temperature were calculated on a daily basis throughout the study period. To facilitate interpretation of the data downstream from the diffusers, temperatures recorded from sensors A, B, C and D were averaged. Daily and monthly maximum and mean temperature differeaces were computed by averaging data from each 24 hr period. Daily temperature , differentials were obtained by subtracting each day's mean temperature at the Station's intake from that of the discharge, and daily mean upstreau temperature from the downstreim average (A-D, over 24 hrs). In determining the maximum daily AT values, the highest hourly upstream temperature (or intake) was subtracted from the highest hourly downstream (or discharge) temperature.
| |
| I 2.3 Results and Discussion 2.3.1 Natural Variations in River Water Temperature I Upstream temperatures in the Mississippi River near the Quad-Cities Station during February through December 1980 followed typical seasonal trends and ranged from 32.9 to 81.4 (Table 2-1; see also Appendix A).
| |
| I 2-2 I
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| I
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| | |
| I I~ Upstream and downstream terrperatures of the Mississippi River exhibited fluctuations attributable to climatic and hydrological parameters rather than to station operation. The Wapsipinicon River, for example, caused significant temperature variation near its confluence with the Mississippi River. Temperatures at the upstream sensor, located in relatively shallow water, further reflected the influence of natural factors on water temperature. Temperatures at the two upstream locations usually were similar, however, the effects of solar absorption, changes in atmospheric temperature, and surface runoff, more pronounced in shallow water (i.e. upstream sensor), occasionally led to temperature differences between these locations (Appendices C and G). In addition, warming of shallow water by solar radiation and/or surface runoff periodically resulted in negative AT values between upstream and downstream locations (Appendix B). Findings similar to those discussed above were observed in Langford's (1972) study which indicated that significant variations in water temperature may occur due to changing hydrological and meterological conditions unrelated to station operation.
| |
| 2.3.2 Station Related Variations in Water Temperature The maximum monthly temperature differences in the river upstream and downstream from the station ranged from 3.3F to -2.0F between February and December 1980; monthly mean AT values ranged f rom 0.4F to
| |
| -0.7F. A summary of temperature differences between the discharge and intake, as well as between sensors downstream and upstream from the station is presented in Table 2-2 along with power output. Daily I maximum and mean AT values are shown in Appendix B. Temperature I
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| I
| |
| | |
| dif ferences between downstream and upstream sensors for the February to December period compiled with the standard for thermal discharge in the Mississippi River promulg:ted by the Illinois Pollution Control Board (1972). On some occasions the downstream sensors exhibited temperature changes greater than 20 F per hour.
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| I 2.4 Summary and Conclusions
| |
| : 1. Monthly mean differences in the Mississippi River water I
| |
| temperature downstream and upstream from the Quad-Cities 3 Station during the February through December 1980 study period 3 ranged from 0.4F to -0.7F.
| |
| : 2. Temperature differences between upstream and downstream sensor were in compliance with Illinois' thermal standards during the February through December 1980 period of study.
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| : 3. Occasionally temperature changes greater than 20 F per hour were observed.
| |
| : 4. Natural hydrological and meterologica'l factors resulted in significant temperature differences among sensors that were unrelated to station operation.
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| 2.5 References Cited Illinois Pollution Control Board. 1972. Illinois pollution control board rules and regulations Chapter 3; water pollution. Part II:
| |
| Water Quality Standards. Rule 203 General Standards. March 7, 1972.
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| Including amendments adopted on or before March 6,1975. 36 pp.
| |
| Langford, T. E. 1972. A comparative assessment of thermal effects in some British and North American ri'rers. Pages 319-351. I_n R. T. 3 Oglesby, C. A. Carlson, and J. A. McCann, eds. River ecology and E man. Academic Press, New York.
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| I I
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| I 2-4 L
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| I
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| ~
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| I TABI.E 2-1 I MONITORING M MINIEH, AND MAXIMLH TEMPERATL1tES, QUAD-CITIES STATION, FEBRUARY THROUGH DECEMBER 1980 I Month February Min - Max 1 Upstream Intate Temperature (*F)
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| Cooling Canal Discharge Bay Downstream mean 32.9 33.2 64.5 81.2 32.9 I March min - max.
| |
| mean min - max.
| |
| 31.8-35.3 34.0 31.2-40.9 31.8-42.4 34.4 31.8-41.5 46.8-74.2 67.8 48.5-75.8 57.4-98.5 85.9 72.7-98.0 31.1-36.2 34.4 30.9-42.0 I April May mean min - max mean 48.7 39.4-58.9 63.9 51.9 40.0-66.8 64.0 79.9 60.2-98.9 87.2 92.4 66.4-106.1 99.9 48.9 40.0-58.6 64.1 I 5 5. 6-75.4 58.3-74.0 min - max 74.3-95.6 76.3-109.9 51.6-78.0 June mean 73.2 73.7 91.1 103.4 73.7 min - max 69.4-80.9 68.7-82.1 82.4-100.9 87.4-113.0 68.4-81.2 I July August meae min - max mean 81.4 76.3-88.6 77.9 81.3 76.0-86.0 77.6
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| ?5-2 84.9-102.4 93.5 105.5 89.9-113.5 104.9 81.5 75.3-86.6 78.1 min.-aax. 71.7-89.0 69.4-82.6 82.8-99.2 88.9-110.6 69.4-87.7 September mean 69.8 68.6 87.5 101.5 69.3 min.-max. 61.4-76.8 59.2-76.5 80.5-95.5 89.5-109.3 59.9-77.7 I
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| October seen 54.8 52.9 74.7 89.0 54.1 min.-sas. 41.8-63.7 39.9-64.6 47.8-90.0 54.5-120.0 41.7-63.2 November mean 41.8 40.7 68.8 74.8 42,0 min.-max. 36.2-45.2 35.1-45.0 45.5-84.4 40.4-96.2 43.0-48.5 December mean 34.1 35.7 56.0 65.8 34.3 min-max. 31.8-39.1 3.2-53.8 38.1-88.6 34.3-109.0 20.2-39.3 II Minunum and maximum hourly temperatures recorded during each month.
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| 1 I
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| I 2-5 I
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| I TABII 2-2 I1 l MONTHI.T MAXIML3 AND MEAN TEMPERATURE DIFFERENCES AND M MEGAWATT OLTPL7, QUAD-CITIES STATICN, FEBRUARY 1980 THROUGH CECEw.BER 1980 Temperature Difference ('f)
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| Discharge Minus Downstream Manus Average Megawatt output Month and latake Upstream (percent of capacity)
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| Year Mas. Mean Mas. Mean Unit 1 Unit 2 Iotal Station February 56.1 48.0 0.9 0.0 86.4 0 42.2 1980 March 56.5 51.5 1.1 0.4 90.0 0 45.0 1980 April 39.3 40.5 -0.3 0.2 90.0 8 49.0 1980 May 35.9 35.9 2.6 0.2 75.1 74.7 74.9 1980 June 30.9 29.7 0.3 0.0 63.0 88.0 76.0 1980 July 27.5 24.2 -2.0 0.1 51.0 75.0 63.0 3 1980 August 1980 28.0 27.3 -1.3 0.2 53.3 82.6 68.0 t September 32.8 32.9 0.9 -0.5 0 1/ 90 45 ""
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| 1980 October 55.4 36.1 -0.5 -0.7 0 1/ 71.2 35.4 1980 November l 1980 51.2 34.1 3.3 0.2 0.0 70.7 35.4 l December l
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| 1980 55.2 30.1 0.2 0.2 13.6 69.9 41.8 1/ unit I wa saut down for refuelins.
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| f.", ' 'k. QUAD-CITIES q STATION t[.j. -
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| ; ....... 'INTAK[ , ,; $;j:1 4
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| {', O 500 4000 i:,CO 2000 2%C 3CCC' l
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| l t
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| 6 Te:::perature Sensor Locations at Quad-Cities Station, I
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| Figure 2-1.
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| August 1979 through January 1981 2-7
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| I !
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| l l
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| I I CHAPTER 3 CHEMICAL USE I
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| I I Operational Environmental Monitoring In The
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| ; Mississippi River Near Quad-Cities Station l.
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| I February 1980 through December 1980 I
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| I
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| : I I
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| l t
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| :I
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| i l
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| l TABLE OF CONTENTS LIST OF TABLES 11 )
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| 3.1 Introduction 3-1 3.2 Field and Analytical Procedures 3-1 3.3 Results and Discussion 3-1 3.4 References Cited 3-2 I
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| I lI I
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| ,I !
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| I LIST OF TABLES
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| = I 3-1 Chlorine dose, free chlorine residual, free 3-3 m
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| -l chlorine consumption and sudium hypochlorite g, injection flow rate into condensers at the Quad-Cities Station, February 1980 through December 1980 3-2 Chemical usage and consumption at the Quad-Cities 3-6 I Station, February 1980 through December 1980 m t l- ,
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| I; 1
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| 11
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| I I 3.0 CIEMICAL USAGE I 3.1 Introduction The purpose of this section is to document chemical usage at the Quad-Cities Station including chlorine consumption (chlorine demand). A monthly log of chemicals used in connection with demineralizers and circulating and service water is tabulated in compliance with U.S.
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| Nuclear Regulatory Commission (1974) requirements. Data for this chapter were provided by personnel from the Station.
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| 3.2 Field and Analytical Procedures Water samples for chlorine analysis were collected at the Station's inlet water box approximately 2-3 times per week. Free chlorine consumption was determined in accordance with surveillance requirements approved by the U.S. Nuclear Regulatory Commission (1974). These samples were collected through a bypass value located at the inlet water box and were representative of intake cooling water used by the Station.
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| All samples were collected by Quad-Cities personnel and analyzed using a Wallace and Tiernan or Fischer and Porter Amperometric Titrator by method 409C (A.P.H.A. et al. 1976), which has an analytical detection I
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| limit of 0.01 mg/1.
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| 3.3 Results and Discussion The results of chlorine analyses have been compiled in Table 3-1.
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| A summary of monthly chemical use and consumption at the station has been tabulated in Table 3-2 to comply with U.S. Nuclear Regulatory Commission Specifications (1974).
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| 3-1 I
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| I' 3.4 References Cited A.P.H.A., A.W.W.A., and W.P.C.F. 1976. Standard methods for the examination of water and wastewater. 14th ed. Amer. Public Health Assn., Washington, D.C. 1193 pp.
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| U.S. Nuclear Regulatory Commission. 1974. Appendix B to operating license DPR-29 and DPR-30: Non-radiological technical specifications and basis for Quad-Cities Station Unit I and Unit 2 E Rock Island, Illinois. Commonwealth Edison Company and 5 Iowa-Illinois Gas and Electric Company. Docket numbers 50-254 and 50-265. Washington, D.C. 15 pp.
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| l I 3-2
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| I TABLE 3-1 CHLORINE DOSE, FREE CHLORINE RESIDUAL, FREE CHLORINE CONSUMPTION AND SODIUM I HYDR 0 CHLORITE INJECTION FLOW RATE INTO CONDENSERS AT THE QUAD-CITIES STATION FEBRUARY 1980 THROUGH DECEMBER 1980 AS PROVIDED BY QUAD-CITIES STATION PERSONNEL Chlorine Free Chlorine Free Chlorine Sodium Hypochlorite dose Residue Consumption Injection Flow rate into Date (mg/1-NA0CI) (mg/1) (mg/1) Condensers (gal./ min.)
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| February 4, 1980 2.48 0.50 1.98 9.09 6,
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| I 11, 15, 2.48 2.83 2.55 0.40 0.65 1.11 2.08 2.18 1.44 9.25 8.18 8.26 18, 2.62 0.95 1.67 8.63 I 20, 28, 29, 2.62 2.71 2.71 0.79 2.00 2.50 1.83 0.71 0.21 8.88 8.90 8.14 March 3, 1980 2.84 2.00 1.261/ 9.78 1I 7, 2.84 1.16 13, 2.84 1.20 1.64 8.57 I 14, 17, 19, 2.84 2.70 2.70 1.60 2.32 1.84 1.24 0.38 0.86 7.94 6.98 2/
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| I 24, 28, 31, 2.70 2.55 2.48 0.80 0.20 1.83 1.90 2.35 0.65 6.37 11.50 12.483/
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| April 2, 1980 2.48 1.80 0.68 l 4, 2.62 1.40 1.23 7, 2.26 0.96 1.29 5.58 l 8, 2.15 1.36 0.80 4.81 lE3 9,
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| 11, 2.08 2.36 1.56 1.37 0.53 0.99 4.39 5.11 15, 2.36 1.04 1.32 7.25
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| ,I 18, 2.84 1.52 1.32 8.06 1
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| 21, 2.12 2.05 0.07 6.11 23, 2.12 1.97 0.15 6.23 il 25, 2.12 1.92 0.20 6.30 l5 28, 1.98 1.88 0.10 6.16
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| ! 30, 3.26 1.99 1.27 11.11 1, 1980 May 3.40 2.00 1.40 8.20 4 7, 2.48 8.13 /
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| 1.50 0.98 l 8, 2.48 1.50 1.73 5
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| 12, 2.84 2.33 0.51 7.38_/
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| 14, 2.84 0.56 2.28
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| ; 21, 2.98 1.64 1.34 8.09 23, 2.98 1.64 1.34 8.09 I 28, 30, 2.72 2.72 0.40 0.66 2.32 2.06 9.63 9.22 3-3
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| I TABLE 3-1 (CONTINUED)
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| Chlorine Free Chlorine Free Chlorine Sodium Hypochlorite dose Residue Consumption Injection Flow rate into Date (mg/1-NA0CI) (ag/1) (mg/1) Condensers (gal./ min.)
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| June 4, 1980 2.65 2.10 2.06 9.22 g 6, 2.72 2.00 0.72 13.68 g 11, 2.34 2.00 0.34 6.86 13, 2.97 2.04 0.93 7.45 19, 2.15 1.94 0.21 6.33 E 23, 2.84 2.20 0.64 6.22 5 27, 2.84 2.81 0.03 5.27 30, 2.50 2.25 0.25 4.64 bl July 2, 1980 14, 2.50 2.51 1.84 1.78 0.66 I 0.73 7.14 16, 2.51 2.29 0.22 6.34 28, 2.77 2.00 0.77 16.10 l
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| m August 1, 1980 2.77 2.14 0.63 10.40 4, 2.77 0.33 2.44 9.80 6, 2.77 2.29 0.48 6.80 11, 2.77 2.05 0.72 7.20 12, 2.77 2.14 0.63 7.00 13, 2.63 2.19 0.44 6.70 18, 2.2 1.24 0.96 7.50 3 19, 2.62 2.00 0.62 7.00 E 26, 2.18 1.67 0.42 6.70 29, 2.22 1.76 0.55 6.90 September 3, 1980 2.27 1.55 0.72 7.14 5, 2.27 1.24 1.03 7.00 8, 2.62 2.15 0.47 6.60 10, 2.62 1.94 0.68 E
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| 7.00 3 15, 2.62 2.53 0.01 6.00 17, 2.13 2.47 0.34 6.50 23, 2.48 1.52 0.96 7.50 24, 2.48 1.57 0.91 7.40
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| , 29, 2.48 1.57 0.91 7.40 October 1, 1980 2.48 1.57 0.91 7.40 6, 2.41 1.00 1.41 8.20 8, 2.41 1.50 0.91 7.40 13, 2.15 0.50 1.65 8.60 15, 2.15 1.20 0.95 7.50 20, 2.48 1.40 1.10 7.70 24, 2.56 1.45 1.11 8.00 28, 2.56 1.70 0.86 7.30 31, 2.56 1.60 0.96 7.50 3-4
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| I TABII 3-1 (CONTINUED)
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| Chlorine Free Chlorine Free Chlorine Sodium Hypochlorite I Date dose (mg/1-NA0CI)
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| Residue (mg/1)
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| Consumption Injection Flow rate into (mg/1) Condensers (gal./ min.)
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| November 3, 1980 2.49 1.15 1.34 8.10 5, 2.49 1.65 0.84 7.30 10, 2.99 0.95 2.04 9.20 I 12, 17, 19, 2.99 2.49 2.49 0.55 0.10 0.90 2.04 2.39 1.59 9.80 9.70 8.50 26, 2.48 0.65 I 28, 2.48 1.70 1.83 0.78 8.90 7.20 Des 2mber 1, 1980 2.48 1.20 1.30 8.00 I 8, 10, 12, 2.41 2.41 2.41 2.12 1.96 1.80 0.29 0.45 0.61 6.50 6.70 7.00 I 17, 19, 22, 2.41 2.41 2.34 0.81 1.92 1.44 1.60 0.49 0.90 8.50 3.80 7.40 24, 2.27 2.00 0.27 6.40 I 29, 31, 2.55 2.00 1.35 1.60 1.00 0.76 9.70 9.00 M Average for March 3 & 7 2/Average for March 17 & 19 EI Average for March 31, April 2 & 4 I b! Average for May 7 & 8 5/ Average for May 12 & 14 kI Average for June 30 & July 2 I
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| , ,5
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| I TABLE 3-2 CHEMICAL USAGE AND CONSUMPTION AT THE QUAD-CITIES STATION FEBRUARY 1980 THROUGH DECEMBER 1980 AS PROVIDED BY QUAD-CI*IES STATION PERSONNEL I
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| Feb. March April May June July Usages and Chemicals 1980 1980 1980 1980 1980 1980 Demineralizers Sulfuric acid (H SO 2 4 ) 12,701 19,456 15,752 8,841 8,841 12,857 3
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| (pouads) 3 Sodium hydroxide (NaOH) 4,027 7,027 5,954 2,721 2,827 4,500 (pounds)
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| Circulating and Service Water Sodium hypoclorite 299,768 343,885 260,176 970 802 784 (Na0CI) (pounds) E 3
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| Domestic Water & Sewage Sodium hypoclorite 20 a
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| (Na0CI) 20 20 20 20 20 g Close Cooling Water E Sodium nitrate (nan 02 ) 0 5 10 45 140 0 5 (pounds)
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| TABLE 3-2 (CONTINUED)
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| Aug. Sep. Oct. Nov. Dec.
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| Usages and Chemicals 1980 1980 1980 1980 1980 4
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| Demineralizers i
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| g Sulfuric acid (II SO 2 4 ) 8,685 16,064 7,720 12,545 14,475 1 m (pounds)
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| Sodium hydroxide (Na0ll) 2,100 5,908 3,300 3,300 5,400 j g (pounds) i E Circulating and Service Water Sodium hypoclorite 48,844 50,419 40,335 18,487 20,168
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| } (Na0CI) (pounds) i Domestic Water & Sewage
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| !g Sodium hypoclorite 20 20 20 20 20
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| }g (Na0CI)
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| , Close Cooling Water l Sodium nitrate (nan 02 ) 0 0 35 19 35
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| ! (pounds) 1 I
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| CHAPTER 4 i
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| ! IMPINCEMENT INVESTIGATION
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| :I I
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| t
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| !I s
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| Operational Environmental Monitoring In The c
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| j Mississippi River Near Quad-Cities Station i
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| r d
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| TABLE OF CONTENTS Page i LIST OF TABLES 11 LIST OF FIGURES 111 '
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| 4.1 Introduction 4-1
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| '2 Field and Analytical Procedures 4-2 4.3 Results and Discussion 4-2 4.4 Summary and Conclusions 4-3 4.5 References Cited 4-3 I
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| I LIST OF TABLES No. Title Page 4-1 Number, total weight, average weight per fish, 4-4 relative abundance and total length range of fishes removed from the traveling intake screens collected from trash baskets at Quad-Cities Station, j February 1980 through December 1980 '
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| 4-2 External parasites of impinged fishes enumerated 4-8 during impingement studies at Quad-Cities Station, '
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| February 1980 through December 1980 I
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| I 1 LIST OF FIGURES No. Title Page 4-1 Schematic representation of the Quad-Cities intake 4-10 bay I
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| I 111 i
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| A I
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| I 4.0 IMPINGEMENT INVESTIGATION I 4.1 Introduction Evaluation of the nature and magnitude of fish impingement at the Quad-Cities Nuclear Power Station began in 1973, and has continued through this report period of February 1980 to December 1980.
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| Quad-Cities Station employs three protective structures to prevent submerged and floating debris and fishes from entering the plant intake pumps and condenser tubes. The first of these structures is a floating boom at the mouth of the intake forebay designed to prevent the entrance of logs or large floating materials into the forebay. The second protective structure is a series of vertical bar grills with three-inch spacings which are located in front of the crib house entrance. Directly behind the bar grills are the standard traveling screens with 3/8 inch square openings which are employed to further reduce the entrainment of fishes and debris. Materials that are trapped on the vertical bar grills are removed by a mechanical lift and dumped into a trash basket. Small j materials impinged by the intake current onto the traveling screens are retained on the screens until washed into trash baskets at pre-set time l intervals or when screens are activated by a reduction in intake water volume due to the collection of debris. A schematic representation of l
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| the intake structure is present in Figure 4-1.
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| l lI l l lI I
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| i 4-1 l
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| I I No threatened or endangered species listed by the State of Illinois or l the U.S. Fish and Wildlife Service (Miller 1972, Smith 1979) were observed in impingement collections.
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| I 4.4 Summary and Conclusions I The most abundant fishes impinged during February through December 1980 were juvenile and young-of-the-year gizzard shad and freshwater drum. The majority of additional species impinged also consisted of young-of-the-year and juveniles.
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| I 4.5 References Cited Bailey, R. M. 1979. A list of comtr.on and scientific names of fishes from the United States and Canada. 3rd, ed. Am. Fish. Soc. Spec.
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| Publ. 6,150 pp.
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| Miller, R. R. 1972. Threatened freshwater fishes of the United States.
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| , Trans. Am. Fish. Soc. Vol. 101, No. 2, 239-252.
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| Smith, W. P. 1979. The fishes of Illinoir. . University of Illinois l Press, Urbana, Illinois, 314 p.
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| l
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| , Roosa, D. M. 1977. Endangered and threatened fish of Iowa. Special 25 pp.
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| i report of the Preserves Board No. 1, Des Moines, Iowa.
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| \
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| 4-3
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| ,I e
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| TABLE 4-1 NUMBER, TOTAL WEIGHT, AVERAGE WEIGifT PER FISH, RELATIVE ABUNDANCE, AND TOTAL IINGTH RANGE OF FISH REMOVED f1tott TRAVELING INTAKE SCREENS AND COLLECTED FkoM TRASH BASKETS AT QUAD-CITIES STAtl0N, FEBRUARY 1980 THROUGH DECEMBER 1980 Taxa February II Ha rctM May El April!I June2 / y,gy/
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| 2 3,g,,t 2/ September2 / October!I November December Chestnut lamprey 1 Silver lamprey 2 10 5 I I 1 Igpio,osteus sp. I I.ongnose gar 9 4 19 1 1 4 4 Shortnose gar i 17 11 33 3 2 Bowfin 1 I 3 4 28 8 61 77 6 3 Gizzard shed 2933 642 228 542 6 83 Hooneye 442 60 6,919 12,947 15 450 Il 168 5 1 6 3 1 21 Brown trout I Central mudainnow 4 3 Grass pickeral I Northern pike 17 51 9 168 24 Il Cyprinidae I Carp I 4 1 4
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| * 1 2 5 Ilybopsis sp. I b Silver chub I 6 3 2 Golden shiner 2 2 Notropis sp. I F.merald shiner 6 102 16 I I 3 2 1 Spottail shiner 3 Il 1 14 Creek chub 4 Pinephales sp. I Catostomidae I Carpiodes sp. 6 4 River carpsucker I 12 1 2 4 1 2 1 5 Quillback 4 2 1 5 11 Highfin carpsucker Smallmouth buffalo i 14 41 4 13 2 3 Bignouth buffalo i I 4 3 16 Horostoma sp. I I I il Icta'luius sp. 2 Black bullhead 5 8 3 18 2 I Yellow bullhead 2 l Channel catfish 251 342 4 65 15 4 32 Stone cat 7 7 23 1 I I Tadpole madtom 5 I I flatticad catfish I I 35 52 2 2 4 1 2 !?
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| White bass 25 49 26 57 7 21 326 14 26 27 84 lepomis sp. I 82 5 63 4 Green sunfish 2 2 I Orange spotted sunfish 3 3 2 4 3 Bluegill 4 2 i 2 24 11 69 14 30 6 129 9 11 Largemouth bass 2 4 2 1 I I m e m W m m M M M M M M M M M
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| M '
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| M M M M M M M M M M M M M TABLE 4-1 (CONTINUED)
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| Taxa February II March II Nay!I April 2/ y,,,g/ g y,g y/ August !I Septent,er N October!I Novent.c r December W ite crappie 7 18 35 21 29 13 36 9 24 6 45 Black crapple 2 6 30 9 24 21 6 6 Il Percina sp.
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| Sud dU ter I Yellow perch , 5 1.ospe rc h 4 7 2 3 River darter 4 1 2 Sauger 2 39 2 1 5 3 3 6 Walleye 1 6 2 Freshwater drum 1,118 2,009 15I 933 181 4 525 264 337 346 558 Total Number 4.448 3,906 653 2,164 517 259 921 759 589 7,337 13,767 Total species 22 34 30 35 28 20 25 15 12 IS 23 Total weight 124,094 103,854 25,816 92,112 32,676 20,738 16,100 10,750 10,655 81,184 268,087 Sampling days 17 16 9 10 8 10 8 9 8 8 13 T
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| o e
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| TABIE 4-1 (CONTINUED)
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| Percent of Taxa Total weight (g) Average weight Total Number Total catch Total length range Chestnut lamprey 71 71.0 <0.1 1 320 Silver lamprey 789 39.5 20 0.1 203 - 362 Lepisosteus sp. I 1.0 1 <0.1 87 Longnose gar 6,979 166.2 Shortnose gar 42 0.1 210 - 600 17.329 228.0 76 0.2 117 - 615 Bowfin 30,128 164.6 183 0.5 Gizzard shad 94 - 535 466,584 18.8 24,802 70.2 36 - 367 Hooneye 24,604 36.1 681 3.9 103 - 329 Brown trout 59 59.0 (0.1 1 199 Central mudainnow 70 10.0 <0.1 Grass pickeral
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| , 7 78 - 115 32 32.0 1 <0.1 182 Northern pike 31,374 108.2 290 Cyprinidae 0.8 145 - 545 2 2.0 I <0.1 60 Carp 8,137 541.1 15 0.3 58 - 499 ljybopsis sp. 11 11.1 1 <0.1 107 Silver chub 224 18.7 Colden shiner 12 <0.1 89 - 172 63 15.8 4 <0.1 83 - 137 Nop pis sp. 14 14.1 1 (0.1 128 Emerald shiner 509 3.9 132 0.4 Spottall shiner 56 - 158 i
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| * 86 3.0 29 0.1 54 - 88 Creek chub 7 7.0 <0.1 1 107 h eephales sp. 219 54.8 4 (0.1 136 - 216 Catostomidae 4 4.0 <0.1 1 83 Carpiodes sp. 67 6.7 <0.1 kiver carpsucker 10 46 - 102 3,087 106.4 29 0.1 64 - 432 Quillback 2,255 98.0 23 0.1 87 - 340 Highfin carpsucker 122 122.0 <0.1 1 223 Smallmouth buffalo 9 3.0 3 (0.1 58 - 71 Bigmouth buffalo 4,527 46.7 97 0.3 57 - 318 Itoxostoma sp. 424 106.0 4 <0.1 Ictafurus sp. 70 - 270 15 7.5 2 <0.1 112 - 113 Black bullhead 858 23.2 .i7 0.1 54 - 223 Yellow bullhead 101 33.7 3 <0.1 62 - 185 Channel catfish 12,265 16.4 750 2.1 30 - 437 Stone cat 66 22.0 Tadpole madton 3 (0.1 62 - 145 43 4.8 9 0.1 61 - 98
| |
| 'lathead catfish 5,094 46.3 110 0.3 55 - 555 White bass 12,137 26.3 462 1.3 1.eposis sp. 48 - 345 781 5.0 155 0.4 34 - 137 Creen sunfish 80 16.0 5 <0.1 54 - 130 Orange spotted sunfish 93 5.2 (0.1 18 49 - 175 Bluegill 5,813 19.0 309 0.9 37 - 195 I.argemouth bass 1,829 166.3 11 <0.1 67 - 307 I
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| l 3 m m W W W W W M M M M M M M M M
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| | |
| E E E E E E E E E E E E E E L
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| l l
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| l l
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| l TABli 4-1 (CONTINUED)
| |
| Percent of Taxa Total weight (g) Average weight Total Number Total Catch Total length range i
| |
| k'hite crappie 9,134 30.8 303 0.9 42 - 272 Black crappie 6,204 50.4 123 0.3 54 - 235 Percina sp. 3 3.0 1 <0.1 63 nut 3irt er 350 29.2 12 0.1 80 - 240 Yellow perch 1 1.0 I <0.1 56 lagperch 75 4.7 16 0.1 59 - 91
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| : River darter 22 3.1 7 0.1 61 - 77 l Sauger 2,382 39.0 61 0.2 82 - 340 l Walleye 3,145 349.4 9 0.1 57 - 544
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| ( Freshwater drum 127,175 19.8 6,426 18.2 32 - 385 Total number 35,320 Total weight 786,066 N Numbers based on 4 collections per week U Numbers based on 2 collections per week b
| |
| e
| |
| | |
| I TABLE 4-2 I
| |
| EXTERNAL PARASITES OF IMPINGED FISHES ENUMERATED DURING IMPINGEMENT IMPINGEMENT SAMPLING, FEBRUARY THROUGH DECEMBER 1980 Month Infected Species Disorder Number Afflicted February Gizzard shad bacterial infection 2 Northern pike black grub 12 Freshwater drum abnormal eye - 1 3 normal size Freshwater drum bacterial infection 2 Freshwater drum fungus 1 Freshwater drum leeches 7 March Gizzard shad red eye 2 fungus 2 bacterial infection 4 Freshwater drum red eye 38 bacterial infection 7 fungus 21 leech 6 bug eye 2 Mooneye red eye 4 Northern pike fungus 1 black spot 24 Emerald shiner black spot 1 j April Northern pike black spot 2 l Emerald shiner black spot 1 Black bullhead bacterial infection 1 May Bowfin bacterial infection 2 j Mooneye red eye 1 1
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| 4-8
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| | |
| ,_______ _ _ _ - _ _ _ _ _ - _ _ _ - _ _ _ _ _ _ _ _ - - . _ _ _ _ - . - _ - - - - , .~ ... ... _ - _ . . _ . . .--- - - - . - - . . . . _ . . . - -
| |
| m m m M M M M M M m
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| & Af/5SISS/PPI RIl'ER O ====O N'::::= -: .. .
| |
| * 3 . -
| |
| FOREDAY .
| |
| .?
| |
| ICE MELT LINE
| |
| - :.~ t - a .
| |
| J .
| |
| ~
| |
| . .,.)
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| - i SPRAY CANAL REIURN DISC //ARGE CANAL OULKilE AD
| |
| [
| |
| * E tJVIRON M E N T Al.
| |
| ~
| |
| : l. AllOf t A'I OltY o '
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| * HAR RACK -
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| ;tninunanniutinu1111tn11j .f T R ASil .
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| * i R AVELING BASKET SCREEtJWASil SLUICE SCREENS CRIO ll0USE I. -
| |
| s-- s. .. x _ . g NN >
| |
| 0 80 0 200 y '~
| |
| TURBINE DUllDING r t~ t~. I E~ .u. ''E l' inure 4-1. Srlum.itIc regerenent at lun of tlic Qmul-( lt les St at lun intake f o relia y .
| |
| | |
| I t i
| |
| I I
| |
| l l
| |
| l I
| |
| I APPENDIX A (Related to Chapter 2 of Text)
| |
| I
| |
| | |
| ==SUMMARY==
| |
| OF DAILY MINIMUM, MAXIMUM AND MEAN WATER TEMPERATUREC I
| |
| QUAD-CITIES STATION February 1980 through December 1980 l
| |
| l I
| |
| I i
| |
| W-"%r tcr 11 ----re epwww*+- *v++ w g- w---*re,"**e--aevtW-wa **e---w---we wwww -w 9w--- - _ . _ _- -- - - -- --e -
| |
| | |
| m W W -
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| M M M M M TABLE I
| |
| | |
| ==SUMMARY==
| |
| OF DAILY MINIMUM, MAXIMLRf, AND MEAN WATER TENPERATURES ('F),
| |
| QUAD-CITIES STATION, FEBRUARY, 1980 Upstreas intake Day Hin. Naz. Coolina Canal Cold End Discharge Downstream Mean Nin. Max. Mean Min. Max. Mean Hin. Ham. Mean Min. Nax. Mean 1 32.0 32.5 32.3 32.2 32.5 32.4 56.4 59.9 58.5 71.3 79.6 77.2 2 32.3 32.5 32.4 32.3 32.5 32.4 31.5 33.8 33.1 32.4 46.8 60.0 $2.2 57.4 69.1 62.9 3 32.5 32.5 32.4 32.0 33.8 32.9 4 !I 31.8 32.6 32.2 31.8 32.7 32.7 32.5 49.6 56.9 52.5 67.3 75.1 70.5 32.0 33.4 33.0 32.3 57.0 64.8 60.1 75.2 84.4 5 32.2 32.5 32.4 32.2 32.6 32.4 80.2 31.5 33.9 32.8 6 32.0 63.1 64.3 63.8 80.2 84.8 83.2 32.5 32.3 32.0 32.6 32.3 62.0 32.1 33.1 32.8 32.0 67.6 64.7 80.2 85.9 83.8 31.8 7 32.2 32.1 32.0 39.1 34.1 65.3 33.4 32.7 8 31.8 32.1 67.4 66.4 84.9 87.0 85.8 31.9 33.2 32.0 32.0 36.1 32.7 62.9 67.0 66.0 32.6 9 31.9 32.1 32.0 32.1 80.5 86.1 83.8 31.8 33.2 32.5 32.6 32.3 62.4 65.8 64.1 80.3 84,7 10 31.8 32.1 32.0 32.2 38.3 34.2 83.2 31.9 33.1 32.5 Il ll 31.8 60.9 65.1 63.3 79.1 85.3 82.8 32.0 31.9 31.9 38.5 33.5 62.2 31.7 32.8 32.3 12 31.8 32.4 65.0 64.0 80.0 85.2 83.8 31.6 32.8 32.1 31.9 37.9 32.8 $7.1 63.5 32.3 13 32.2 32.6 60.2 74.0 84.3 79.4 31.6 33.3 32.3 32.3 39.5 34.7 63.4 69.1 32.5 14 32.3 32.4 66.1 83.8 87.7 85.6 32.0 33.5 32.3 32.3 38.0 32.8 65.5 69.3 66.8 32.8 15 32.0 32.4 32.2 32.0 82.0 87.8 84.0 32.2 33.6 33.0 36.5 32.7 60.9 71.7 66.0 82.8 16 32.I 32.3 32.2 32.1 32.7 94.8 85.7 31.4 33.6 32.8 32.3 60.8 65.7 63.1 73.3 84.6 17 32.0 32.3 32.1 32.1 32.7 32.4 81.1 31.2 33.6 32.6 31.9 56.2 63.5 60.0 72.8 82.0 78.0 18 32.3 32.2 32.4 42.4 34.2 31.1 33.6 32.3 19I 32.0 63.0 13.3 66.0 80.7 98.5 88.3 31.3 32.5 92.2 32.5 32.9 32.7 65.4 33.7 32.5 20 31.9 32.6 73.3 68.8 82.0 87.5 84.8 31.8 34.0 32.2 32.3 38.0 33.0 69.2 74.2 32.9 21 31.8 32.0 70.9 86.2 90.1 87.6 32.2 33.7 31.9 32.2 33.8 32.7 69.0 72.8 70.9 33.I 22 33.9 34.4 34.2 32.7 85.3 89.4 87.1 32.1 33.6 32.9 34.2 33.2 70.2 72.9 71.8 85.7 23 32.8 34.6 34.3 32.5 33.2 88.9 87.7 32.5 36.2 33.7 32.8 68.3 72.7 70.7 81.0 88.7 24 34.4 35.2 34.7 32.5 34.8 33.2 86.7 31.8 35.8 33.6 25 34.1 65.3 68.2 61.6 65.3 14.0 68.0 31.8 34.7 34.4 32.0 33.5 32.6 50.1 35.6 33.7 26 34.1 57.1 52.3 62.9 67.1 65.0 31.5 34.5 34.3 32.0 33.8 32.5 50.8 35.0 33.3 27 34.2 34.9 59.9 54.1 67.4 19.3 12.6 31.4 35.0 34.5 32.0 38.9 36.1 60.2 68.6 64.8 33.2 28 1I 33.2 35.3 34.4 32.7 80.2 87.9 84.3 31.4 35.8 33.5 41.9 36.7 66.9 69.1 68.5 29 33.0 33.5 33.2 32.3 87.3 89.3 88.2 31.9 36.0 3).8 37.2 34.8 60.9 66.4 62.8 82.0 87.7 83.9 31.7 35.8 33.5 II lnstruments zeroed to ground truth data
| |
| ~ -- - - - - - -
| |
| | |
| TA81.E 2
| |
| | |
| ==SUMMARY==
| |
| OF DAILY MINIMUN, NAXIMUN, AND HEAN WATER TEMPERATURES ('F),
| |
| QUAD-CITIES STATION, MARCll, 1980 Upstream Intake Cooling Canal Cold _End Day Has.
| |
| Disclerge Downstream Nin. Min.
| |
| Mean Max. Mean Hin. Max. Mean Nin. Naz. Mean Hin. Man. Mean 1 33.2 33.6 33.3 32.2 35.6 33.3 60.2 63.1 61.7 78.2 83.6 82.7 31.7 35.8 34.2 2 33.0 33.4 33.2 31.9 32.4 32.2 57.5 62.8 60.0 73.0 32.8 77.3 75.7 32.6 35.9 34.2 3 33.7 33.2 31.9 33.0 32.4 58.9 68.1 62.4 77.3 86.6 4 32.5 34.8 81.4 32.7 36.2 34.3 33.3 32.1 33.2 32.5 68.2 71.9 70.2 80.2 89.6 87.6 32.7 5 32.7 33.7 33.2 36.6 34.6 31.9 32.7 32.3 62.5 70.5 65.3 82.7 88.4 84.5 32.4 6 32.9 33.4 33.1 32.0 36.1 34.3 32.7 32.4 62.9 68.4 65.4 83.2 86.5 84.8 32.3 36.2 34.3 7 32.9 13.2 33.1 32.2 32.9 32.5 67.7 68.8 68.3 82.0 33.0 87.6 85.9 32.5 36.2 34.5 P 34.2 33.4 32.1 33.8 32.7 64.7 68.8 67.8 80.2 87.0 4 32.9 84.2 32.5 36.7 34.8 33.5 33.2 32.0 35.5 32.8 62.2 71.2 10 !! 33.0 33.9 33.3 31.8 39.5 33.2 58.5 72.8 65.6 67.1 77.2 90.5 83.3 32.3 36.4 34.4 32.8 77.6 91.4 85.2 32.5 36.2 33.9 11 34.1 33.4 31.8 39.3 33.1 48.5 64.9 58.1 57.0 81.2 72.3 31.9 12 33.0 34 0 33.4 33.9 33.1 32.2 33.8 32.9 56.4 63.3 58.3 72.8 78.3 75.3 31.3 13 33.2 34.0 33.6 33.6 32.7 32.5 33.4 33.0 60.2 64.3 61.3 74.0 83.5 77.9 30.9 33.7 32.6 14 33.3 34.7 33.7 32.4 35.8 33.6 64.7 73.2 69.0 83.7 33.1 91.2 87.3 30.7 34.3 32.8 15 34.5 33.7 32.7 41.3 34.4 68.7 74.8 71.6 83.8 87.2 33.9 91.3 30.7 34.0 32.4 16 35.9 34.1 33.6 40.2 35.5 72.5 75.5 17 II 33.7 34.7 34.2 33.3 34.5 33.7 68.4 72.7 74.4 69.8 86.0 84.6 90.7 88.7 31.6 33.8 32.7 32.6 87.4 86.5 31.2 33.4 32.4 18 34.8 31.7 32.8 40.0 34.2 69.4 72.8 71.0 86.3 96.0 88.2 19 31.7 32.7 30.9 33.5 32.1 32.3 33.2 38.3 34.4 71.0 73.9 72.4 93.5 96.7 95.5 20 11.7 32.3 32.0 33.9 33.1 32.0 32.9 40.6 35.0 72.1 75.8 74.3 94.6 98.0 96.5 21 3a.2 32.9 38.9 13.5 32.8 31.9 31.9 33.6 32.8 68.3 71.8 69.3 92.4 94.0 93.4 22 38.3 32.5 31.8 34.9 33.0 31.8 32.0 39.4 33.9 62.3 71.4 69.2 72.7 96.5 92.8 23 32.2 32.6 32.0 34.6 33.1 32.4 33.5 36.3 34.3 67.7 71.6 69.9 87.7 93.8 98.3 24II 32.2 34.6 33.2 36.5 34.1 33.1 33.2 33.8 33.4 65.8 69.7 67.5 84.5 92.6 89.3 25 31.9 32.8 33.5 34.5 33.9 32.4 33.2 35.0 33.9 63.1 71.3 69.5 81.6 88.7 86.4 26 32.2 33.2 33.2 34.6 33.6 32.9 33.5 35.0 34.5 68.0 70.8 10.2 85.2 87.9 87.0 33.4 33.8 34.8 34.1 27 35.8 34.I 34.5 40.0 36.4 69.0 28 !I 35.4 40.9 37.8 37.4 40.7 39.6 70.7 75.2 75.2 72.5 72.8 84.9 91.1 88.2 34.3 37.1 35.6 85.4 91.5 89.9 36.9 40.6 38.8 29 39.3 40.2 39.8 38.9 42.0 40.5 67.5 71.8 69.8 81.0 84.6 82.1 38.8 41.5 39.9 30 39.5 40.8 40.2 38.9 41.4 39.4 65.2 67.5 66.1 80.9 84.4 31 39.1 40.6 82.8 38.5 41.6 40.1 39.8 38.6 41.5 40.2 66.1 74.9 71.1 84.6 94.0 90.2 38.6 42.0 40.1 U
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| - Instruments zeored to ground truth data E E E E E E E
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| | |
| W M E E E E TABLE 3
| |
| | |
| ==SUMMARY==
| |
| OF DAILY HINIMUM, MAXIMUM, AND MEAN WATER TEMPERATURES (*F),
| |
| QUAD-CITIES STATION, APRIL, 1980 Upstream Intake Cooling Canal Cold End Discharge Downstream Day Nin. Max. Mean Hin. Max. Mean Hin. Max. Mean Min. Max. Heau Nin. Max. Mean 1 40.7 45.0 42.2 40.0 43.8 42.2 73.3 75.5 74.7 92.5 95.0 93.9 40.0 43.5 41.8 2 !I 42.4 43.0 42.6 41.8 44.0 43.0 75.8 77.2 76.5 94.1 96.0 95.1 41.3 43.9 42.8 3 !I 42.4 43.2 42.7 43.0 46.0 44.8 71.8 77.6 74.6 89.2 95.8 92.7 42.1 43.4 42.7 4 42.5 44.4 43.4 44.3 46.9 45.5 71.9 74.8 73.4 91.3 93.6 92.3 42.4 44.6 43.6 5 43.2 45.3 44.5 44.6 49.1 46.6 74.3 82.9 74.4 76.3 100.0 95.1 43.2 45.6 44.6 6 45.0 46.9 46.4 45.8 49.6 48.0 08.9 88.7 77.5 88.4 96.4 95.2 45.3 47.1 46.5 7 46.6 49.0 47.9 47.7 53.2 50.2 78.0 84.1 81.2 96.8 101.7 99.8 46.7 49.5 48.3 8 48.1 49.7 48.9 50.2 58.0 52.5 73.6 86.7 82.0 77.7 101.7 95.9 48.4 50.3 49.3 9 44.7 48.0 46.4 45.8 57.5 49.9 67.2 79.0 72.6 74.1 101.3 88.1 45.1 48.4 46.7 10 43.9 44.9 44.3 45.5 58.3 47.8 67.0 75.0 72.4 77.4 97.6 88.1 44.3 45.2 II II 42.0 44.0 43.2 43.0 46.6 44.9 68.8 74.6 70.6 68.9 91.2 87.0 40.8 44.5 44.7 43.2 12 41.6 43.7 42.4 42.0 43.8 43.0 60.9 66.2 62.4 66.5 71.5 67.8 41.0 44.4 42.7 13 43.2 (4.3 43.8 41.8 49.8 45.8 60.2 68.5 63.9 66.4 77.1 71.6 43.6 45.6 44.3 14 39.8 44.5 42.1 41.3 48.0 44.7 66.9 68.9 67.7 76.2 77.7 76.8 39.4 44.9 42.4 15 39.4 42.5 40.9 40.8 45.7 43.7 68.8 76.8 73.6 77.7 84.0 81.3 38.7 42.9 41.0 16 42.1 43.9 42.7 43.3 47.2 44.9 76.2 79.5 77.7 83.6 35.9 84,7 42.2 44.1 43.0 17 43.7 44.2 44.0 45.3 48.5 46.6 77.6 78.7 78.0 84.3 85.1 84.6 43.7 44.3 44.1 18 1/ 44.5 47.9 46.2 47.0 54.0 50.6 79.6 83.6 82.2 85.3 89.8 88.5 44.6 48.3 46.5 19 47.6 50.7 48.7 50.3 57.0 $3.0 80.7 83.8 82.2 88.3 91.2 89.7 48.0 51.4 49.2 20 50.3 53.2 51.5 53.2 60.5 56.1 82.4 89.4 85.8 87.5 97.0 93.1 50.5 53.7 52.5 21 52.7 55.5 53.8 55.8 61.0 58.3 88.2 98.9 93.9 98.2 110.0 104.3 52.9 56.5 54.3 22 II 55.8 58.1 56.3 59.3 65.6 62.8 88.3 96.3 91.6 96.8 105.8 99.5 55.6 59.3 57.0 23 57.7 58.9 58.1 62.0 66.8 63.6 86.4 93.1 89.7 96.0 106.1 101.4 57.9 59.6 58.6 24 56.5 58.5 57.4 61.5 65.5 63.1 88.3 96.2 92.6 104.0 111.0 107.2 57.2 59.2 58.0 25 57.0 57.6 57.3 60.6 65.3 62.8 85.2 94.5 88.6 94.2 164.5 97.5 57.2 58.9 58.0 26 56.6 57.8 57.4 60.2 65.2 62.5 83.8 86.0 85.1 93.0 95.0 94.2 56.8 58.6 57.8 27 56.7 57.6 57.3 60.5 64.9 62.0 85.3 86.4 85.6 93.2 95.5 94.5 54.3 85.5 57.3 28 55.5 57.5 56.9 58.9 63.2 60.8 85.4 89.0 86.7 94.9 103.5 100.1 52.6 57.5 56.1 29 54.0 55.9 55.3 58.4 59.8 59.0 86.3 89.8 87.7 100.7 106.5 102.7 53.5 55.7 54.9 30 !I 55.0 56.2 55.6 58.0 59.9 59.0 88.7 95.3 92.6 106.1 111.5 109.6 53.4 59.6 55.8 Instruments zerced to ground truth data
| |
| [
| |
| | |
| TA812 4 StetlANY OF DAll.Y HININUN, HAXINUM, AND MEAN WATER TEMI'ERATURES (*F), QUAD-CITIES STAT 10N, MAY, 1980 Upstream Intake Cooling CanalMTTTna Nischarge _
| |
| ~
| |
| Day Min.
| |
| Haz.
| |
| Mean Hin. Hau. Min.
| |
| _ . Downstrca= _
| |
| Mean Max. Mean Hin. Ham. Mean Nin. Naz. Mean I 55.6 57.6 56.6 58.3 59.7 58.8 89.0 95.6 93.7 89.4 109.2 100.3 51.6 58.3 53.9 2 56.7 59.8 58.2 57.6 61.8 59.6 89.4 91.9 98.0 90.8 105.4 99.5 54.7 60.1 57.6 3 58.7 61.8 60.2 59.8 64.0 61.8 87.3 92.8 90.8 99.8 107.1 103.4 59.1 64.5 62.1 4 60.6 63.8 62.2 62.0 66.1 64.0 85.2 88.6 87.1 98.1 100.9 99.6 58.5 64.3 61.4 5 62.0 64.6 63.4 63.5 66.8 65.3 84.8 89.7 86.7 98.3 102.8 100.5 59.7 65.1 62.5 6 63.0 64.6 63.7 64.4 67.0 65.6 82.1 86.2 64.4 99.3 101.7 100.6 60.6 66.0 6).6 7 61.1 63.0 62.3 63.0 64.7 64.0 88.0 82.0 81.5 93.3 99.2 98.2 61.4 64.5 63.3 8 59.0 60.7 59.7 60.4 62.6 61.2 16.2 85.0 79.8 89.4 98.4 92.8 59.2 64.4 61.0 9 58.0 62.2 60.5 59.2 62.1 60.9 80.8 90.7 86.6 92.0 108.0 101.4 58.3 62.9 61.2 62.8 61.9 60.9 62.6 61.8 85.6 91.2 88.4 99.8 108.5 104.0 61.2 64.1 62.4 to / 61.2 11 2
| |
| 61.4 62.9 62.2 61.2 63.4 62.2 78.4 86.0 82.1 88.2 97.3 93.6 61.5 64.1 62.7 12 61.2 62.9 62.1 61.2 62.7 62.1 80.3 88.4 83.9 91.4 103.2 97.6 61.4 64.3 62.6 13 61.0 62.4 61.7 60.4 62.3 61.5 82.0 89.5 86.7 95.6 105.5 101.2 68.0 63.5 62.0 14 59.5 61.4 60.6 59.2 61.8 60.7 80.5 85.7 83.2 94.? 99.6 97.3 59.2 62.0 60.6 15 58.6 63.1 60.8 59.8 63.5 61.6 84.4 87.0 85.7 97.5 100.2 98.3 58.2 65.5 61,8 16 60.6 64.0 62.6 60.7 62.7 61.5 84.2 80.5 82.1 91.6 98.4 96.2 60.3 64.6 62.3 17 58.0 60.2 59.I 58.8 61.9 60.0 74.3 80.8 78.2 76.3 94.1 86.2 54.8 61.6 59.2 18 58.5 59.4 58.9 58.8 61.4 59.9 *** *** ***II 99.2 106.8 104.6 5L3 60.4 57.7 19 N 58.7 61.0 59.8 58.4 62.0 59.9 *** *** *** 83.0 106.7 90.7 56.8 61.7 59.8 20 60.1 63.3 61.5 60.8 63.5 61.6 89.1 98.7 90.9 92.1 105.I 99.8 60.5 64.3 62.0 21 62.4 65.7 64.1 62.4 66.5 64.3 89.5 95.1 92.2 101.7 109.9 105.3 61.8 67.1 64.0 22 64.5 67.4 65.9 64.6 68.4 66.5 87.0 89.2 88.1 99.9 101.4 100.7 63.0 68.7 66.4 23 66.0 67.3 66.3 66.7 67.6 67.0 86.8 88.1 87.6 99.6 101.4 100.7 65.0 68.5 67.2 24 66.6 68.1 67.3 66.6 68.9 67.3 86.4 88.9 88.1 98.3 101.8 100.4 64.1 69.0 67.7 25 67.1 69.7 68.4 67.4 70.7 69.0 87.4 98.0 89.3 99.5 101.4 101.4 63.0 10.4 68.6 26 68.3 70.7 69.5 69.0 71.8 70.4 85.0 88.6 86.6 99.0 101.8 100.6 68.3 75.0 69.7 27 68.5 71.1 70.4 69.5 72.4 70.9 84.8 90.8 87.8 99.0 105.5 102.0 68.5 72.3 70.2 28 I 70.0 72.8 73.3 70.8 74.0 12.4 89.8 93.5 98.8 103.4 108.0 105.5 69.5 74.2 71.2 29 72.6 74.0 73.5 73.4 73.5 73.4 90.4 93.0 91.8 106.5 108.4 107.5 71.0 75.2 13.6 30 73.2 75.4 73.9 *** *** ***N 89.4 92.7 91.4 *** *** 108.1 13.5 18.0 74.5 31 72.8 74.0 73.5 *** *** ***N 89.3 92.3 91.0 *** *** ***N 73.0 15.6 71.8 t/ Sensor malfunction - no data.
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| Instruments Ferned to gsound truth data E E E E E
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| g g M M E E E E E E E TABLE 5
| |
| | |
| ==SUMMARY==
| |
| CF DAILY MININUN, HAXIMUM, AND MEAN WATER TEMPERATURES (*F) QUAD-CITIES STATION, JUNE 1980 Upstream Intake Cooling Canal, Cold End Discharge Day Min. Downstream Naz. Mean Nin. Max. Mean Hin. Naz. Mean Max.
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| Hin. Mean Hin. Ham. Mean I 72.5 73.7 73.2 ***.
| |
| ** . * ** *Il
| |
| . 88.3 92.5 90.5 ** * * * *
| |
| . ** .
| |
| * 71.6 74.2 73.5 2 71.7 72.9 72.3 *** ** . * **
| |
| * 90.0 91.9 91.1 ** * * *
| |
| * 3 2/ 78.2
| |
| .N . . 71.2 74.4 72.7 72.7 72.1 71.8 72.7 72.4 89.0 93.0 91.2 ** * ** * **
| |
| * 78.4 73.9 4
| |
| . . . 72.6 7 72.7 72.3 70.9 72.3 71.4 88.0 91.5 89.3 * * * ** * * *.
| |
| * 72.4 SN **2.2
| |
| . . 73.6 72.9 60 73.6 74.1 73.9 73.4 74.0 73.9 94.0 97.2 96.0 107.8 110.5 109.5 74.8 73.5 73.5 74.1 7 74.5 74.0 13.4 74.8 73.9 90.9 97.0 95.1 106.2 110.0 108.7 73.4 75.1 8 70.7 73.4 74.3 72.4 70.3 73.2 72.3 86.4 89.8 87.5 102.4 105.5 103.4 70.5 74.6 72.8 9 70.5 11.2 70.7 69.6 75.0 70.2 86.4 89.2 101.0 103.8 102.7 87.' 70.0 13.1 11.3 10 70.6 78.5 71 0 69.9 71.7 70.6 86.7 89.0 88.2 102.3 104.2 103.3 70.0 73.4 71.5 II 70.7 72.0 71.4 70.0 72.4 71.1 87.3 91.4 89.4 102.5 105.9 104.2 71.5 10.2 73.9 72.0 12 72.4 12.1 71.0 72.6 71.8 88.2 90.5 89.5 103.6 105.2 104.4 70.4 70.9 74.5 72.5 13 78.9 71.0 70.0 71.2 70.7 89.1 92.0 90.3 98.6 105.0 103.3 69.9 73.5 14 71.2 73.0 70.4 72.0 70.0 72.3 71.3 86.0 93.4 94.0 95.2 104.9 100.3 68.4 74.6 78.7 15 70.2 73.6 72.3 70.1 72.8 72.0 86.5 93.4 89.0 102.2 105.1 103.4 69.4 69.9 74.5 72.2 16 71.3 70.1 68.7 70.4 69.5 84.2 88.3 86.9 100.5 102.6 101.7 68.6 17 N 70.5 71.5 70.9 69.9 70.5 70.3 86.6 89.5 73.2 70.5 88.2 101.8 103.6 102.7 69.8 73.3 71.0 18 71.0 72.8 71.7 70.0 71.9 71.1 88.6 92.6 90.7 103.0 105.9 104.5 70.5 73.0 71.5 19 72.0 73.5 72.7 71.5 72.7 72.3 88.5 91.4 89.8 103.5 105.3 104.5 71.2 73.4 72.3 20 11.2 72.5 72.0 70.8 72.5 71.6 87.6 91.4 89.7 96.0 105.9 103.3 70.6 73.0 71.7 21 72.5 74.5 73.5 71.5 74.7 73.1 82.4 98.5 85.4 91.2 96.2 93.6 22 73.4 71.9 73.7 73.2 75.2 74.3 72.7 75.5 74.1 82.6 86.0 84.7 89.3 94.3 98.7 72.7 74.0 23 74 C 73.8 I 74.9 76.5 75.3 73.7 77.0 75.3 85.2 91.6 87.9 93.5 105.0 98.3 73.5 76.0 14.7 24 75.9 73.3 74.7 76.3 75.4 91.8 97.8 94.5 104.6 110.4 107.2 74.1 77.4 75.1 25 74.9 77.4 76.1 74.7 77.7 76.3 96.9 99.9 98.5 107.6 110.7 109.5 26 76.7 73.7 17.9 75.9 19.8 78.1 76.8 80.5 78.5 96.2 100.3 98.2 106.5 113.0 109.6 75.4 60.2 19.0 80.9 78.I 27 19.8 79.2 82.0 80.5 98.9 100.6 100.1 110.4 112.9 112.1 28 ** * . ** . * ** *Il
| |
| . 79.3 82.1 80.7 97.6 100.9 99.5 109.0 111.2 110.1 77.5 78.6 71.2 80.9 19.4 79.8 29 ** * . ** * * *.
| |
| * 19.3 80.8 80.0 85.8 99.6 92.1 98.5 80.0 30 #
| |
| 77.4 89.3 109.8 78.6 79.5 78.2 77.8 76.3 78.7 77.6 83.4 91.8 86.9 87.4 101.0 94.2 76.2 78.7 77.4
| |
| - Sensor nalfunction - No data
| |
| ! !nst ruments zeroed to ground truth data Wires cut f rom junction l>on to plant - No data
| |
| | |
| t TABl.E 6
| |
| | |
| ==SUMMARY==
| |
| OF DAILY HININUN, HAXIMUM, AND MEAN WATER TEMPEkATURES ('F) QUAD-CITIES STATION, JULY 1980 Upstream Intake Cooling Canal Cold End Discharge Downstream Day Hin. Nax. Mean Hin. Max. Mean Hin. Max. Mean Hin. Max. Heaa Nin. Max. Mean I 76.7 78.6 77.6 76.3 79.1 77.5 90.5 98.6 94.3 99.9 109.6 105.2 75.7 79.4 77.7 2 77.0 78.0 77.5 76.5 78.0 77.4 94.8 97.9 96.0 96.5 109.0 106.3 76.1 79.4 77.8 3 76.3 78.0 77.2 76.0 76.4 77.1 86.5 94.5 90.7 94.0 99.8 96.7 75.3 79.0 77.2 4 76.7 79.5 78.0 76.6 79.8 78.1 85.0 91.7 88.5 90.0 97.4 92.1 76.0 80.1 81.4 5 78.0 80.8 79.6 78.0 81.6 79.9 84.9 90.2 87.6 69.9 97.1 93.7 77.0 81.5 79.4 6 78.7 80.5 79.7 78.6 81.3 80.6 85.6 90.0 87.9 94.0 97.7 96.0 78.0 81.3 79.6 7 78.7 81.1 79.9 79.0 82.0 80.6 89.0 94.4 91.7 96.2 101.3 98.7 78.I 88.9 79.9 8 80.4 82.2 81.3 8I.0 83.1 81.9 92.7 96.5 94.7 100.0 1I0.5 106.2 79.4 83.6 81.5 9- 81.1 82.0 88.5 80.0 82.5 81.5 92.8 99.9 96.4 109.5 112.5 lit.3 77.4 82.5 80.3 10 .81.5 82.1 81.8 81.5 82.3 81.7 97.9 100.6 99.5 109.5 112.0 til.2 80.5 83.5 81.9 11 81.8 82.8 82.3 81.2 83.2 82.1 96.5 100.7 98.8 108.3 112.3 110.6 81.3 83.8 82.3 12 83.3 84.8 84.0 83.4 85.7 84.5 98.0 101.3 99.6 103.4 113.5 110.5 83.3 85.7 82.9 13 83.4 84.9 84.2 83.5 86.0 84.8 90.5 98.1 92.3 95.5 100.5 97.0 82.8 86.6 83.4 14 83.6 84.7 84.2 83.7 85.6 84.8 88.9 97.5 93.4 95.5 109.0 104.3 82.6 86.6 83.1 2/ 83.5 84.5 84.1 15 83.4 84.9 84.3 95.2 103.2 99.4 107.8 110.7 108.8 82.4 86.4 G5.4 16 83.5 84.6 84.1 82.6 85.0 83.8 97.1 102.0 99.4 106.8 109.4 108.4 82.9 86.3 84.4 IT 83.0 84.2 83.6 82.4 83.9 82.9 97.2 99.0 97.9 105.9 108.2 107.0 83.0 86.0 84.0 18 82.3 83.6 83.I 81.2 82.9 82.2 91.7 100.8 97.3 103.0 109.4 106.8 82 9 86.5 84.4 19 83.0 b4.2 83.5 82.0 84.6 82.9 99.6 102.4 101.1 108.5 110.8 109.5 82.5 86.1 84.2 20 82.5 88.6 83.7 82.3 83.8 83.1 97.0 101.6 99.5 103.6 109.5 107.5 82.3 85.0 83.7 2t N 82.7 86.6 84.2 82.2 82.6 82.5 96.5 99.0 98.0 108.1 110.7 109.4 79.6 83.9 80.6 22 82.0 82.8 82.5 ** *
| |
| ***N
| |
| . 93.8 96.2 94.8 107.7 109.3 108.4 81.7 34.0 83.2 23 80.8 82.6 81.8 *** ** * **
| |
| * N 93.5 96.3 94.9 103.7 109.6 107.7 79.9 83.9 82.4
| |
| ***N 24 80.7 82.8 83.8 * *. * ** * . . 89.7 95.5 93.0 100.2 108.4 104.9 80.0 84.8 82.6 25 81.0 82.0 82.0 82.0 83.3 82.7 93.4 97.3 95.3 107.3 109.9 108.7 8I.0 83.5 82.2 26 79.8 P3.6 88.4 80.0 82.2 81.5 92.7 96.5 95.2 106.2 109.0 108.3 78.4 82.5 81.2 27 79.2 80.0 79.6 79.I 80.5 79.7 98.5 93.7 92.7 105.0 106.8 106.0 78.2 81.7 80.3 28 78.5 79.2 78.9 78.3 79.0 78.7 92.0 95.0 93.7 105.2 107.0 106.1 16.7 81.5 79.7 29 79.1 80.2 79.6 78.9 80.0 79.5 93.5 95.3 94.6 106.2 108.0 107.2 78.2 81.8 80.1 30 19.7 80.5 80.2 79.1 81.0 79.8 93.1 97.6 95.0 106.5 109.4 107.8 19.3 81.1 79.3 31 80.0 8I.5 80.8 79.7 81.5 80.7 96.2 98.0 97.3 108.5 110.5 109.6 79.5 81.5 80.7
| |
| - Sensor malfunction - no data lustruments zeroed to ground truth data e m e m m m M M M M M M
| |
| | |
| g g g g g M E E E E TA81.E 7 SUMMART CF DAILY MININUN, MAX 1 HUN, AND MEAN VATER TEMI'ERATURES (*F) FOR QUAD-CITIES STATION, AUGUST,1980 Upstream Intake Day Nin. Max.
| |
| Coolina Canal, Cold End Discharge Mean Hin. Max. Mean Hin. Max. Downstream Hean Hin. Max. Mean Hin. Max. Mean 1 80.0 81.2 80.6 79.5 88.5 80.5 2 79.9 81.1 94.7 98.9 96.8 107.7 109.3 80.5 79.3 81.1 80.5 94.6 Ilo.6 78.7 82.0 80.4 3 79.7 81.1 80.4 97.7 96.0 107.4 110.0 108.7 79.3 81.2 80.1 90.5 78.4 82.1 80.4 4N 79.9 80.6 80.2 95.4 91.2 101.0 107.5 104.8 78.0 80.2 79.2 92.1 78.3 81.3 80.4 5 79.2 79.7 79.5 96.5 93.6 105.0 107.6 106.0 78.6 80.3 79.4 92.7 96.7 76.3 81.0 79.5 6 78.4 79.8 79.2 78.3 94.7 105.7 108.0 107.0 77.2 82.0 79.9 79.3 94.0 97.0 95.8 80.2 7 79.5 80.2 79.8 79.9 80.9 105.7 108.0 107.2 77.7 81.7 79.6 8 80.3 96.0 98.4 97.0 107.6 109.2 80.0 80.8 80.3 80.5 81.8 84.1 108.3 78.8 82.5 80.3 9 80.5 81.3 95.0 99.2 97.2 107.3 110.0 81.0 88.0 82.6 81.4 96.0 108.7 79.7 82.5 80.7 to 86.8 89.0 87.6 99.2 97.8 108.3 110.1 109.2 80.4 81,8 81, P 93.4 79.4 83.0 88.3 11N 77.9 88.2 82.2 96.0 94.8 105.7 108.5 107.I 84.0 78.8 80.7 79.7 93.6 95.4 87.7 85.5 12 76.7 77.8 77.3 77.0 94.2 105.4 107.0 106.1 78.0 84.0 79.3 78.1 91.3 94.3 93.0 80.8 13 76. 77.6 77.2 76.6 78.7 103.7 105.8 104.8 76.9 80.5 78.0 14 75.8 77.5 89.8 95.0 92.6 101.8 77.3 76.7 76.0 77.7 76.7 105.8 104.1 76.2 77.8 77.0 15 15.4 16.8 92.0 94.4 93.6 102.6 105.2 104.4 76.3 74.8 76.8 16.0 90.6 75.6 77.3 76.6 16 72.3 75.5 74.6 93.5 92.0 102.7 104.5 103.6 10.4 74.5 72.8 85.3 90.2 74.5 79.2 76.2 87 72.1 73.6 72.7 69.4 67.1 98.8 102.6 100.1 72.0 N 70.7 70.1 82.8 91.0 76.4 74.2 18 71.7 74,2 72.6 69.9 86.8 89.7 100.5 96.0 71.1 13.0 71.4 89.5 94.0 91.8 74.7 72.6 19 72.1 74.5 73.7 72.0 76.0 99.7 103.7 101.8 69.4 74.7 72.7 20 74.1 74.0 92.2 06.5 94.5 102.7 76.0 74.9 74.4 78.3 76.2 106.2 104.4 71.0 76.3 74.3 21 77.0 77.7 94.6 96.8 95.1 104.7 107.4 106.0 77.3 75.7 77.7 76.7 93.0 74.0 79.5 76.3 22 16.5 77.5 76.9 94.0 93.5 104.8 106.2 105.4 75.1 77.7 76.3 91.7 94.6 76.2 19.4 77.2 23 76.5 77.8 17.8 75.0 93.3 104.0 106.6 105.3 75.5 78.0 76.3 91.2 94.5 93.1 78.3 16.8 24 76.5 77.6 77.1 75.2 104.0 106.6 105.3 75.3 78.8 25 Y 75.5 77.8 16.4 90.8 94.7 93.0 103.7 76.)
| |
| 76.7 76.2 74.3 77.9 76.2 106.5 105.1 75.4 78.9 16.7 26 15.5 76.7 91.5 94.8 93.2 103.5 106.8 105.4 76.0 75.5 78.3 76.8 92.4 75.0 78.8 76.7 27 75.5 78.3 77.0 96.6 94.5 104.9 108.3 106.6 76.5 79.4 77.9 93.4 75.8 82.0 18.1 28 77.2 78.3 77.7 97.5 95.6 105.8 109.4 107.7 77.0 77.3 79.7 78.6 93.1 97.7 81.5 7d.9 29 77.4 78.7 78.0 77.8 95.3 106.2 109.5 107.9 76.8 80.2 79.0 95.0 97.5 96.2 80.5 78.6 30 77.2 78.0 17.6 101.7 109.3 108.0 77.2 77.3 79.3 78.1 86.2 94.8 88.5 79.2 31 76.5 77.0 76.7 75.7 89.1 93.8 101.3 96.5 77.0 77.1 76.2 82.8 87.2 84.6 80.0 78.4 88.9 93.5 90.5 75.4 78.0 75.6 Inst ruent zerced to ground truth data
| |
| | |
| TABLE 8 SUNNARY OF DAILY HININUM, HAXIMUN, AND HEAN WATER TEMPERATURES (*F) QUAD-CITIES STATION, SEPTEMBER 1980 Upstress Intake _ Cooling Canal, Cold End Discharge Day Max. Downstream din. Mean Hin. Ham. Mean Hin. Hax. Mean Hin. Max. Mean Min.
| |
| Max. Mean I 75.7 76.8 76.3 74.3 75.7 74.9 81.3 88.2 2,j 75.0 84.0 89.5 105.0 97.4 74.3 77.7 75.8 76.0 75.5 73.2 75.6 74.4 88.2 92.2 90.4 105.0 109.0 3 75.0 75.7 107.5 73.5 16.7 75.0 75.3 73.6 76.2 74.7 89.7 95.5 92.8 95.5 108.2 105.0 4 14.7 75.7 75.2 73.4 76.0 74.9 73.4 75.0 74.1 87.7 93.5 >0.9 96.3 104.2 99.9 73.7 5 74.4 75.2 74.7 76.2 75.0 72.5 74.7 73.5 84.5 88.5 46 94.3 97.7 96.0 6 74.3 75.7 15.0 73.5 75.8 74.7 12.6 75.4 74.0 86.I 89.5 88.1 96.0 98.5 97.3 73.7 7 74.9 75.7 75.2 73.5 16.5 75.2 75.7 74.4 83.6 88.0 86.2 91.5 97.3 94.6 74.4 76.3 8 74.7 76.1 75.4 73.4 75.4 76.5 74.9 86.0 92.2 89.0 96.0 100.7 98.1 74.2 76.7 91 75.4 76.5 76.0 74.4 75.7 76.5 75.5 84.3 91.5 88.0 95.2 100.0 97.8 74.8 77.6 76.4 30 74.4 75.2 74.7 72.3 74.0 73.3 88.8 84.4 83.3 93.4 106.5 96.4 72.8 75.6 73.6 11 73.8 74.7 74.4 71.8 73.4 72.6 80.5 90.0 87.1 101.5 107.5 105.8 72.4 75.8 74.2 12 13.5 74.0 73.9 71.2 72.7 71.9 88.9 92.7 90.4 104.5 109.3 106.8 71.5 74.3 73.3 13 73.0 73.6 73.4 70.5 72.7 71.5 88.7 92.6 90.8 103.5 106.8 105.3 71.7 74.1 12.8 14 71.9 73.5 72.8 68.8 72.4 70.7 85.5 91.2 87.8 101.7 106.2 103.4 69.7 74.4 72.1 15 71.2 72.0 71.5 67.0 68.5 67.8 84.5 87.7 86.0 101.4 105.8 103.9 68.4 73.0 70.4 16 70.1 71.5 71.1 65.3 67.7 66.9 84.8 89.7 87.6 17 1#
| |
| 104.0 107.5 105.9 67.3 72.7 69.8 64.6 70.8 67.5 63.7 65.5 64.5 83.0 87.0 85.1 101.6 64.7 103.8 102.7 62.9 71.3 66.3 18 76.4 65.1 63.7 66.4 64.8 84.9 90.2 87.4 65.1 99.0 105.0 102.7 63.3 67.1 64.9 19 65.6 65.4 64.4 66.2 65.3 87.7 89.9 89.0 103.4 105.1 20 65.4 66.0 104.2 63.3 67.1 65.1 65.8 65.3 67.5 66.4 88.7 93.7 98.2 103.7 107.6 21 66.0 66.5 66.3 105.8 63.8 67.7 65.6 67.1 68.1 67.5 86.7 91.0 89.3 96.3 105.5 102.4 64.1 22 65.9 66.5 66.2 66.6 68.5 66.3 68.7 67.7 87.0 92.3 90.5 103.4 107.0 105.7 64.7 68.6 23 64.7 66.0 65.2 64.3 66.7 66.1 65.5 84.2 86.7 85.5 99.3 103.0 101.6 62.5 67.4 24 1/ 64.5 65.2 64.9 63.6 65.0 64.5 84.0 64.8 87.8 86.0 101.0 103.2 102.1 62.5 67.0 64.7 25 64.0 64.8 64.4 62.7 64.6 64.0 82.5 87.6 85.8 99.6 102.8 97.9 62.9 65.7 64.I 26 63.0 63.8 63.3 60.5 62.8 61.6 83.5 85.0 83.3 98.7 100.8 99.8 61.2 64.2 62.2 27 62.5 63.6 63.0 59.6 61.6 60.6 83.6 86.6 84.7 97.7 28 61.4 101.0 100.0 60.0 63.4 61.5 62.6 62.4 59.2 60.2 59.8 83.0 85.7 84.0 93.5 98.4 29 62.3 63.2 96.1 60.0 62.2 60.9 62.6 59.3 61.7 60.2 83.2 88.2 85.5 97.6 102.9 30 62.8 63.7 100.0 59.9 62.7 68.1 63.2 60.6 62.8 61.6 86.5 90.7 88.9 101.0 103.5 102.3 59.9 63.0 61.7 Instruments zeroed to ground truth data e e m m m e e m M M M M M E E E E E
| |
| | |
| m mm m m m M m M M M m W- M .4 m ee m TA8t_E 9
| |
| | |
| ==SUMMARY==
| |
| OF DAILY MININUN, MAXIMitt, AND HEAN WATER TENI'ERATURES (*F) QUAD-CITIES STATION, OCTOBER 1980 Upstream Intake Coolin d anal._Co1J End Discharge Dwns t r eam Day Hin. Ham. Mean Hin. Man. Mean Hin. Max. Mean Min. Max. Mean Nin. Max. Mean IN 62.2 63.7 63.0 62.0 64.3 63.1 85.7 88.1 90.0 100.4 102.7 101.8 60.6 63.2 62.2 2 61.0 62.3 61.5 60.7 64.6 62.3 80.5 85.5 83.2 96.3 100.2 98.5 59.5 63.0 60.4 3 59.7 61.5 60.3 58.0 61.4 59.5 79.4 80.4 79.9 95.1 96.4 95.6 57.7 62.2 59.3 4 59.4 59.8 59.6 56.9 58.0 57.5 79.4 81.1 80.3 94.8 58.6 96.5 95.6 57.0 60.4 58.4 5 59.9 59.2 55.5 57.2 56.5 64.0 80.5 74.8 59.0 94.9 76.1 6 58.7 59.4 56.1 60.5 57.7 59.0 55.2 56.3 55.4 56.8 63.7 59.3 54.5 61.4 57.4 56.1 58.9 60.2 60.1 57.6 7 59.7 55.2 58.6 57.5 10.2 80.0 16.2 85.1 91.6 87.2 8 59.7 61.0 56.9 60.7 58.5 60.2 57.0 59.9 58.2 80.0 87.8 83.8 91.9 100.6 96.4 57.0 9 57.7 60.2 59.2 61.4 59.0 57.7 59.9 58.7 84.5 87.2 85.7 98.7 100.9 57.6 61.5 10 57.0 58.1 57.6 99.8 59.1 55.9 57.6 57.5 59.5 58.4 81.2 84.3 42.7 77.0 110.6 99.8 N 56.5 59.7 58.3 Il 56.7 55.0 57.8 56.2 76.5 81.0 77.7 80.7 100.8 92.9 55.0 12 54.5 55.8 55.2 58.3 56.8 52.7 54.8 53.7 76.7 79.7 78.2 72.0 86.3 79.4 53.0 55.5 13 54.4 55.6 55.0 54.5 52.2 54.1 53.3 77.7 79.6 78.7 76.4 96.7 85.6 52.7 56.0 54.4 14 54.7 55.7 55.2 52.9 54.5 53.7 75.3 78.5 77.2 83.7 99.6 92.0 !# 53.0 55.8 54.6 15 54.8 55.4 55.0 52.9 54.0 53.2 73.4 79.5 77.0 96.7 117.0 Ill.6 52.9 55.2 53.8 16 54.5 55.4 54.9 52.6 54.5 53.3 79.3 84.9 82.4 108.0 120.0 17 1/ 55.2 115.4 52.7 55.5 52.8 56.5 55.8 54.3 56.5 55.1 75.6 84.7 82.7 76.4 117.1 97.5 18 55.7 56.3 56.0 53.9 57.1 55.5 54.0 55.8 54.8 60.3 73.8 65.4 10.6 79.2 74.8 54.2 56.7 19 54.5 55.4 54.9 52.4 55.5 53.7 53.0 57.0 61.0 59.2 66.9 79.8 74.5 52.7 54.7 53.8 20 54.1 55.0 54.6 51.5 53.6 52.5 56.3 61.8 58.7 73.2 84.6 78.6 51.9 54.8 53.5 21 54.4 55.5 54.9 52.0 53.9 52.9 53.3 59.0 56.9 75.0 22 N 53.2 80.7 17.4 52.0 55.2 54.I 54.7 54.0 51.6 53.1 52.5 47.8 63.6 54.2 58.8 70.2 51.7 23 52.6 53.5 53.1 50.6 81.0 54.6 53.6 52.3 51.6 63.8 79.0 70.8 60.0 92.7 81.9 51.3 54.2 53.5 24 52.0 53.4 53.0 49.9 52.2 51.1 73.4 81.3 77.3 Y 87.3 25 50.7 94.7 91.2 5# 51.4 54.1 53.8 52.7 58.0 46.5 49.8 48.4 66.8 73.3 69.5 79.2 85.8 80.6 26 49.5 50.5 48.7 53.5 51.2 50.1 44.5 46.3 45.4 66.7 69.7 68.0 79.9 85.5 82.4 27 48.8 49.4 49.1 47.0 51.2 48.6 42.3 44.3 43.3 69.8 76.7 72.8 85.7 91.9 98.1 45.6 49.5 47.4 28 47.8 48.8 48.3 41.2 42.9 42.1 76.9 80.9 79.3 92.0 29,7 42.2 94.7 93.7 44.2 48.5 45.7 47.9 45.3 40.0 42.5 41.3 79.9 82.1 81.1 93.5 94.8 30 41.8 43.4 94.2 43.9 48.2 44.9 42.7 39.9 43.2 41.5 80.8 82.7 81.5 93.0 94.8 93.9 33 42.6 44.0 43.3 41.1 4 '. 7 45.5 44.8 43.7 42.7 82.2 85.0 83.6 94.4 96.7 95.5 41.7 45.8 44.4 Instruments zetoed to ground truth data
| |
| | |
| TABli 10
| |
| * SUNHARY OF DAll.Y HININUN, HAXIMtR1, AND MEAN WATER TEMPERATukES (*F) QUAD-CITIES STATION, NOVEMBER 1980 Upstream Intake Cooling Canal Cold End Discharge Day Min. Man.
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| Downstream Mean It t a . Maa. Mean Him. Mar. Mean Hin. Naa. Mean__ Nin. Max. Mean 3 43.2 43.9 43.5 41.8 43.7 42.6 83.4 84.4 83.8 93.7 96.2 43.0 95.4 42.0 45.8 44.5 2 43.7 43.3 41.0 42.6 41.9 63.0 83.3 75.5 57.5 90.9 73.4 42.0 43.0 45.1 44.1 3 43.7 43.4 41.3 42.7 42.1 55.1 62.7 Sa.3 51.5 62.5 57.3 42.0 4 43.5 44.2 45.3 44.3 43.7 42.0 43.5 42.7 52.2 56.3 14.2 40.9 45.0 41.9 42.8 46.0 44.6 5 43.2 43.7 43.4 41.6 43.1 42.3 50.0 54.3 40.4 41.9 6Y 51.8 41.1 42.2 45.6 43.8 43.1 44.1 43.6 43.5 43.6 42.6 49.3 53.6 51.6 40.4 45.8 43.2 42.3 46.5 44.7 7 43.5 44.9 44.3 42.8 44.7 43.7 45.5 62.4 54.0 45.4 70.2 44.5 59.0 42.9 47.7 45.0 8 45.0 44.7 43.9 44.9 44.4 62.5 72.7 68.2 61.5 81.1 73.5 44.5 45.2 43.7 47.6 46.4 9 44.9 43.9 45.4 44.7 70.1 72.8 71.7 66.4 83.0 78.6 42.9 10 44.5 45.8 44.8 48.3 46.3 42.9 45.0 44.5 69.5 71.8 70.6 80.7 86.2 83.4 43.9 48.5 45.6 11 44.0 44.7 44.3 43.1 44.1 43.6 72.0 76.8 68.7 82.3 75.6 43.7 74.I 43.4 47.4 46.0 12 44.5 44.2 42.5 43.7 43.3 75.2 77.2 76.0 62.9 82.3 73.4 43.2 47.0 44.3 44.9 45.8 13 44.5 42 6 44.1 43.8 75.3 79.0 77.2 64.0 92.5 77.4 43.7 47.5 47.1 14 43.9 44.5 44.2 42.6 44.0 43.2 75.8 78.0 76.5 84.7 92.5 42.8 90.2 43.2 47.4 44.9 15 43.9 43.4 40.6 42.5 41.7 75.3 76.2 75.8 92.5 41.9 I6 42.0 42.8 91.I 92.0 45.2 42.6 42.5 39.6 40.5 40.1 66.4 76.8 71.8 76.6 91.7 88.7 41.1 44.0 42.4 17 41.9 42.9 42.4 38.9 39.7 39.2 68.3 71.2 69.7 79.4 89.9 84.6 40.9 43.7 42.2 18 41.8 42.5 42.3 37.8 39.3 38.7 70.1 71.9 78.2 89.2 90.7 90.0 39.8 43.0 40.9 19 41.1 42.0 41.5 36.7 38.5 37.4 70.5 73.5 71.8 91.1 90.1 20 Y 40.3 89.0 39.2 41.7 40.0 41.5 41.I 36.8 41.9 39.2 71.9 72.7 72.2 85.2 90.7 88.2 39.2 2I 40.4 41.7 40.0 48.5 4I.0 40.5 41.5 48.0 83.1 86.7 84.6 19.5 41.2 40.3 22 40.1 41.0 40.7 40.1 41.2 40.7 42.4 80.0 55.9 39.8 40.1 39.6 23 40.5 41.0 40.7 40.5 41.0 40.7 41.3 63.2 53.4 39.0 24 40.2 40.8 40.0 39.7 40.5 39.2 40.6 40.2 63.5 69.4 66.5 38.4 39.8 25 Y 36.8 40.2 38.5 36.2 39.5 37.8 39.4 69.8 80.0 74.5 34.9 39.0 37.2 26 36.2 37.0 36.6 35.1 36.1 35.7 79.9 84.5 82.5 34.0 38.0 36.4 27 36.4 36.7 36.6 35.1 36.0 35.6 83.5 84.4 82.8 35.3 37.7 36.6 28 36.5 36.9 36.6 35.4 36.0 35.7 83.2 84.8 84.2 35.7 37.9 36.1 29 36.5 37.0 36.8 35.2 36.5 35.8 81.9 85.3 83.5 35.7 38.3 36.8 30 36.5 37.1 36.9 35.7 37.1 16.4 81.8 87.4 84.2 36.0 38.5 36.7
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| - Instrume nt s zerned to ground t ruth data Seneer malfunction - no data E M 'E E E W E E E E
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| . g g, M & M S TA8tJ. Il SUNNARY OF DAILY hilflN181, HAXINUN, AND MEAN WATER TEMPERATURES (*F) QUAD-CITIES STATION, DECENBER 1980 Up. stream Intake Day Nin. Max. Mean Cooling _Ca_nal, Cold End Dis (Itarge Min. Ham. Mean Hin. Ham. Downstream Hean Min. Max. Mean Hin. Naz. Mean 1 37.0 39.I 37.7 36.5 N 2 36.4 37.6 37.0 39.0 37.2 34.2 36.9 80.I 88.I 85.3 36.6 3 34.8 36.3 35.6 35.7 59.6!I 63.0 61.1 73.4 79.7 39.3 37,7 32.8 34.3 33.8 47.5 76.2 35.5 39.3 17.3 4 34.7 35.8 34.9 62.0 59.4 40.5 74.0 62.6 32.5 33.0 32.7 39.4 33.3 16.7 35.0 5 35.0 36.0 35.5 32.9 47.3 44.0 34.3 41.4 37.8 6 34.7 33.6 38.2 39.2 33.1 34.7 34.0 36y 36.5 36.3 34.5 35.6 38.7 36.5 37.5 36.8 33.6 7 35.2 38.4 39.0 38.7 36.0 34.5 35.8 36.2 35.5 37.3 38.1 37.7 34.4 37.4 8 36.4II 37.0 38.4 38.7 38.5 37.6 35.2 36.7 36.1 36.9 36.3 38.6 38.0 35.1 37.4 36.4 9 36.2 36.9 38.1 57.9 45.3 39.1 66.3 36.5 35.0 36.5 35.5 55.3 35.0!# 31.9 36.7 10 35.7 36.2 35.9 49.9 58.8 52.2 55.3 61.1 33.0 34.8 33.7 49.6 53.0 58.3 35.8 37.6 36.6 11 35.0 35.7 35.3 31.7 51.2 55.1 60.0 57.8 35.0 32.8 32.1 50.5 58.3 37.0 36.0 12 35.0 35.3 35.2 31.6 50.9 50.2 59.1 58.1 33.4 34.1 43.3 38.5 51.6 42.7 35.6 34.8 13 35.2 35.5 35.3 31.4 37.8 56.6 44.6 33.4 32.6 32.0 45.4 56.2 36.1 34.8 14 35.0 35.2 35.1 31.2 32.1 St.8 57 2 67.4 63.2 33.6 15 35.0 31.6 56.5 60.4 58.8 36.0 34.7 35.8 35.4 31.5 32.3 31.9 62.6 70.6 68.4 33.2 36.0 16 32.41I 36,0 54.0 67.2 60.6 49.5 34.8 34.6 31.9 48.4 37.9 67.2 62.0 33.1 37.2 35.2 17 32.3 32.7 53.1 62.8 55.4 38.5 65.9 32.5 36.8 48.2 40.3 56.2 20.2 36.7 15.2 18 32.0 32.6 53.5 63.4 57.1 59.5 32.3 35.9 37.1 36.6 49.4N 105.5 82.9 32.0 35.4 32.8 19 31.8 32.3 32.0 65.0 57.7 58.6N 109.0 88.4 35.8 36.2 36.0 40.1 52.4 31.8 35.2 32.4 20 31.8 32.1 32.0 36,0 45.5 46.2 59.9 52.0 36.3 36.1 40.8 46.5 31.7 34.6 32.3 21 31.9 32.3 32.0 36.5 43.0 48.5 56.6 51.8 31.8 36.6 36.3 47.0 50.7 34.5 32.7 22 32.0 32.4 32.2 36.3 48.7 54.9 63.6 57.3 32.0 23 36.8 36.5 48.9 56.5 52.2 34.6 33.1 32.2 32.4 32.3 36.3 42.6 57.3 67.3 62.2 32.0 24 37.5 57.2 82.4 64.6 35.3 32.8 32.1 32.7 32.4 42.6 49.0 100.2 76.8 31.9 25 53.8 49.2 80.2 88.4 86.5 35.4 32.9 32.8 32.8 32.4 36.2 51.0 100.8 108.2 105.3 31.8 26 32.I 37.2 54.3 88.6 67.8 35.5 32.8 32.8 32.5 36.3 36.8 63.8 109.0 89.3 32.1 46.3 27 32.3 36.6 53.7 57.3 54.7 33.6 33.0 32.6 36.2 37.0 64.9 70.4 67.6 32.I 35.8 28 32.4 36.5 58.5 67.1 63.2 71.2 33.1 33.0 32.6 36.3 37.0 78.6 75.4 32.8 36.6 29 32.4 36.6 63.5 73.8 68.9 75.1 33.6 33.0 32.7 36.4 37.5 36.9 86.2 81.5 32.1 36.9 33.8 30 32.4!/ 33.0 32.7 78.3 75.7 74.2 83.4 87.5 33.4 37.0 35.2 62.1 85.9 32.2 37.4 34.3 31 32.6 32.9 32.7 73.0 69.6 68.8 84.4 19.4 33.1 33.5 33.3 70.5 26.8 36.8 32.8 79.4 75.9 84.2 88.6 87.0 26.7 35.0 31.2
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| -t/ Instruments zerned
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| - Sensor malfuntion - no data
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| I I
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| !I lI l
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| l ll l
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| i APPENDIX B (Related to Chapter 2 of Text)
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| ==SUMMARY==
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| OF DAILY TEMPERATURE DIFFERENCES i
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| I I
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| I lI QUAD-CITIES STATION February 1980 through December 1980 I
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| 1 I
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| I l
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| i l \
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| l
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| . . . -, . . . - . . . . _ . . , . - . - - . . . ~ - - - . . . - \
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| I l I
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| TABLE 1
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| ==SUMMARY==
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| OF TEMPERATURE DIFFERENTIALS (a),
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| QUAD-CITIES STATION, FEBRUARY, 1980 I
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| Temperatures (*F)
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| I Day Discharge minus Intake Maximum Mean Downstream minus Upstream Maximum Mean I 2 3
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| 1 47.1 36.6 42.4 44.8 30.5 38.0 1.3 1.3 0.9 0.8 0.5 0.5 I
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| 4 51.7 47.9 1.3 0.6 5 32.2 50.8 0.6 0.4 6 53.3 51.5 0.9 0.7 7 47.9 51.7 1.0 0.6 I 8 9
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| 10 50.0 52.1 47.0 51.1 50.9 48.6 1.1 1.0 0.7 0.5 0.4 0.1 I 11 12 13 46.7 46.4 48.2 50.3 46.6 50.9 0.8 0.9 0.9 0.4 0.6 0.5 14 49.8 51.2 1.2 0.7 I 15 16 17 58.3 51.9 49.3 53.0 48.8 45.6 1.2 1.3 1.3 0.6 0.4 0.2 I 18 19 20 56.1 54.6 52.1 54.1 52.1 54.6 1.4 1.5 1.1 0.3 0.7 0.9 21 55.6 54.4 1.6 1.0 l
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| I 22 23 24 54.7 55.5 39.2 54.5 53.9 34.8 1.8 1.2 0.4 0.5 0.7 1.0 l
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| I 25 26 27 33.6 45.5 49.0 32.4 40.1 48.2 0.3 0.5 0.9 1.1 1.1 1.0 28 47.4 51.5 0.7 0.6 29 50.5 49.1 2.3 0.3 1
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| : I I
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| I
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| l Il I TABI.E 2 I
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| ==SUMMARY==
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| OF TEMPERATURE DIFFERENTIALS (A),
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| QUAD-CITIES STATION, MARCH, 1980 Temperatures ( F)
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| I Discharge minus Idake Downstream minus Upstream Day Maximum Mean Maximum Mean l
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| 5 1 48.0 49.4 2.2 0.9 2 44.9 43.5 2.5 1.0 3 53.6 49.0 2.5 1.1 4 56.4 55.1 1.8 1.3 g 5 55.7 52.2 2.4 1.1 g 6 53.8 52.4 2.8 1.2 7 54.7 53.4 3.0 1.4 8 53.2 51.5 2.5 1.4 9 55.0 50.5 2.9 1.2 10 51.9 52.0 2.3 0.6 11 41,3 39.2 -0.2 -0.3 3 12 44.5 42.4 -0.4 -0.7 g 13 50.1 44.9 -0.3 -1.0 14 55.4 53.7 -0.4 -0.9 15 50.0 52.8 -0.5 -1.3 16 50.5 53.2 -2.1 -1.4 17 52.9 52.8 -1.3 -1.8 18 56.0 54.0 -1.3 -1.6 g 19 58.4 61.1 0.8 0.8 3 20 57.4 61.5 1.2 0.8 21 60.4 60.6 2.0 1.1 22 57.1 58.9 2.1 1.9 23 57.5 57.0 3.9 1.7 24 58.8 55.9 -0.1 0.8 25 53.7 52.5 1.8 1.2 26 52.9 52.5 1.6 1.2 5
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| g 27 51.0 51.8 1.3 1.5 28 50.8 50.3 -0.3 1.0 29 42.6 41.6 1.3 0.1 30 43.0 43.4 0.8 -0.1 31 52.5 50.0 1.4 0.3 I
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| I
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| :I
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| 'I TABLE 3 i
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| ==SUMMARY==
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| OF TEMPERATURE DIFFERENTIALS (a),
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| I QUAD-CITIES STATION, APRIL, 1980
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| 'EE Discharge minus Intake Temperatures ( F)
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| Downstream minus Upstream Day Maximum Mean Maximum Mean 1 51.2 51.7 -1.5 -0.4 2 52.0 52.1 0.9 0.2 3* 48.8 47.9
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| .I 0.2 0.0 4 46.7 46.8 0.2 0.2 5 50.9 16.0 0.3 0.0 6 46.8 47.2 0.2 0.1 I 7 8
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| 9 48.5 43.7 43.8 49.6 43.4 38.2 0.5 0.6 0.4 0.4 0.4 0.3 10 39.3 40.3 0.3 0.4 11 47.2 43.8 0.5 0.0 12 27.7 24.8 0.7 0.3 13 27.3 25.8 1.3 0.5 14 29.7 32.1 0.4 0.3 15 38.3 37.6 0.4 0.1 16 38.7 39.8 0.2 0.3 36.6 38.0 0.1 I u 35.8 34.2 37.9 36.7 0.4 0.7 0.1 0.3 0.5 20 36.5 37.0 0.5 1.0
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| .I 21 22 23 49.0 39.2 39.3 46.0 36.7 37.8 1.0 1.2 0.7 0.5 0.7 0.5 I 24 25 26 45.5 39.2 29.8 44.1 34.7 31.7 0.7 1.3 0.8 0.6 0.7 0.4 27 30.6 32.5 0.9 0.0 t
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| l 28 40.3 39.3 0.0 -0.8 e 29 46.7 43.7 -0.2 -0.4 30 51.6 50.6 3.4 0.2 I
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| I I
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| I
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| I I
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| TABLE 4
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| ==SUMMARY==
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| OF TEMPERATURE DIFFERENTIALS (.1),
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| QUAD-CITIES STATION, MAY, 1980
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| _ I Temperatures (*F)
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| Discharge minus Intake Downstream minus Upstream l Day Maximum Mean Maximum Mean 5 1 49.5 41.5 0.7 -2.7 l 2 43.6 39.9 0.3 -0.6 5 3 43.1 41.6 2.7 1.9 4 34.8 35.6 0.5 -0.8 3 5 36.0 35.2 0.5 -0.9 3 6 34.7 35.0 1.4 -0.1 7 34.5 34.2 1.5 1.0 8 35.8 31.6 3.7 1.3 9 45.9 40.5 0.7 0.7 10 45.9 42.2 1.3 0.5 11 33.9 31.4 1.2 0.5 40.5 35.5 1.4 E
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| 12 0.5 3 13 43.2 39.7 1.1 0.3 14 37.8 36.6 0.6 0.0 15 . 36.7 36.7 2.4 1.0 16 35.7 34.7 0.6 -0.3 17 32.2 26.2 0.8 0.1 18 45.4 44.7 1.0 -1.2 E 19 44.7 30.8 0.7 0.0 3 20 41.6 38.2 1.0 0.5 21 43.4 41.0 1.4 0.1 22 33.0 34.2 1.3 0.5 23 33.8 33.7 1.2 0.9 l 24 32.9 33.1 0.9 0.4 l 25 32.4 32.4 0.7 0.2 g 26 29.0 30.2 0.3 0.2 W 27 33.1 31.1 1.2 -0.2 l 28 34.0 33.1 1.4 -0.1 g l 29 34.9 34.1 1.2 0.1 g l
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| 30 1/ 2.6 0.6 l 31 1/ 1.6 0.3 l
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| 1! Sensor malfunction - no data I
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| I I
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| I E ,
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| TABLE 5 I
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| ==SUMMARY==
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| OF TEMPERATURE DIFFERENTIALS (a),
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| QUAD-CITIES STATION, JUNE 1980 Temperatures (*F)
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| I Discharge minus Intake Downstream minus Upstream Day Maximum Mean Maximum Mean I 1 2
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| 3 1/
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| 1/
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| 1/
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| 0.5 1.5 1.2 0.3 0.4 0.5 4 I/ 0.9 0.6 5 I/ 1/
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| 6 36.5 35.6 0.7 0.2 7 35.2 34.8 0.6 0.3 I 8 9
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| 10 32.3 32.8 32.5 31.1 32.5 32.7 1.2 1.9 1.9 0.4 0.6 0.5 33.5 0.6 I 33.1 1.9 11 12 32.6 32.6 2.1 0.4 13 33.8 32.6 1.6 -0.6 14 32.6 29.0 1.6 -0.3 I 15 16 17 32.3 32.2 33.1 31.4 32.2 32.4 0.9 1.9 1.8
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| -0.1 0.4 0.1 18 34.0 33.4 0.2 -0.2 1 19 20 32.6 33.4 32.2 31.7
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| -0.1 0.5
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| -0.4
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| -0.3 21 21.5 20.5 -0.8 -0.3 I 22 23 24 18.3 28.0 34.1 17.6 23.0 31.8
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| -1.2
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| -0.5 1.5
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| -0.5
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| -0.6 1.8 I 25 26 27 33.0 32.5 30.9 33.2 31.1 31.6 0.5 0.4 0.3
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| -0.2 0.0
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| -0.4 28 29.1 29.4 If I 29 30 29.0 22.3 18.5 16.6 0.5 1/
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| -0.4 1! Sensor malfunction - No data I
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| I
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| I TABI.E 6 I
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| ==SUMMARY==
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| OF E TERATURE DIFFERENTIALS (A),
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| QUAD-CITIES STATION, JULY 1980 Temperatures (*F)
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| I Discharge minus Intake Downstream minus Upstream '
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| Day Maximum Mean Maximum Mean 1 30.5 26.1 0.8 0.1 2 31.0 28.9 1.4 0.3 3 21.4 19.6 '.0 0.0 4 17.6 14.0 0.6 3.4 5 15.5 13.8 0.7 -0.2 3 6 16.4 15.4 0.8 -0.1 5 7 19.3 18.1 0.8 0.0 8 27.4 24.3 1.4 0.2 9 30.0 29.8 0.5 -1.2 10 29.7 29.5 1.4 0.1 11 29.1 28.5 1.0 0.0 12 27.8 26.0 0.9 -1.1 13 14.5 12.2 1.7 -0.8 14 23.4 19.5 1.9 -1.1 15 25.8 24.5 1.9 1.3 g 16 24.4 24.6 1.7 0.3 g 17 24.3 24.1 1.8 0.4 18 26.5 24.6 2.9 1.3 19 26.2 26.6 1.9 0.7 20 25.7 24.4 -3.6 0.0 l
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| 5 21 28.1 26.9 -2.7 -3.6 22 1/ 1.2 0.7 g 23 24 1/ 1.3 0.6 g 1/ 2.0 0.8 25 26.6 26.0 1.5 0.2 26 26.8 26.8 -1.1 -0.2 27 26.3 26.3 1.7 0.7 28 28.0 27.4 2.3 0.8 29 28.0 27.7 1.6 0.5 28.4 E 30 28.0 0.6 -0.9 g 31 29.0 28.9 0.0 -0.1 1 Sensor malfunction - no data I
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| I I TABLE 7
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| ==SUMMARY==
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| OF TEMPERATURE DIFFERENTIALS (a),
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| QUAD-CITIES STATION, AUGUST 1980 I Temperatures ( F)
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| Discharge minus Intake Downstream minus Upstream Day Maximum Mean Maximum Mean 1 29.1 28.8 0.8 -0.2 I 2 3
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| 4 28.9 26.3 27.4 28.2 24.7 26.8 1.0 0.2 0.4
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| -0.1 0.0
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| -0.7 I 5 6
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| 7 27.7 28.1 28.3 27.6 27.9 28.0 2.3 1.9 2.3 0.7 0.4 0.5 8 28.2 27.6 1.7 0.4 I 9 10 11 27.5 26.7 26.3 27.4 25.9 26.4 1.7
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| -1.3 0.3
| |
| -2.1
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| -4.2 -1.4 12 26.5 26.7 2.7 0.7 13 27.1 26.6 0.2 -0.2 14 27.5 27.7 0.0 -0.1 15 27.7 27.6 2.4 -0.1 16 24.3 27.3 0.9 -0.4 17 29.8 25.9 1.1 -0.1 18 30.7 30.4 0.5 0.1 I 19 20 21 30.2 29.1 28.5 20.4 29.8 28.7 1.8 3.5 1.7 0.6 1.4
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| -0.1 28.9 29.0 I
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| 22 0.8 -0.1 23 28.6 29.0 1.0 -0.2 24 28.7 28.7 1.3 -0.4 25 28.9 29.2 2.1 0.5 l 26 30.0 29.8 5.3 2.1 e 27 30.0 29.8 3.2 1.9 28 29.8 29.3 2.2 0.9 l3 29 29.1 29.0 2.8 1.2 lg 30 22.0 18.4 2.0 0.8 l 31 16.4 14.3 1.0 -1.1 lI lI l
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| l lI
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| TABLE 8 I
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| ==SUMMARY==
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| OF TEMPERATURE DIFFERENTIALS (A),
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| QUAD-CITIES STATION, SEPTEMBER 1980 Temperatures (*F)
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| Discharge minus Intake Downstream minus Upstream l Day Maximum Mean Maximum Mean as 1 29.3 22.5 0.9 -0.5 2 33.4 33.1 0.7 -0.5 3 32.0 30.3 0.3 -0.4 4 29.2 25.8 0.5 -0.2 3 5 23.0 22.5 0.6 0.0 5 6 23.1 23.3 0.8 0.2 7 21.6 20.2 0.6 0.2 8 24.2 23.2 0.6 0.3 9 23.5 22.3 1.1 0.4 10 32.5 23.1 0.4 -1.1 11 34.1 33.2 1.1 -0.2 g 12 36.6 34.9 0.3 -0.6 3 13 34.1 33.8 0.5 -0.6 14 33.8 32.7 0.9 -0.7 15 37.3 36.1 1.0 -1.1 16 39.8 39.0 1.2 -1.3 17 38.3 38.2 1.2 -1.2 18 38.6 37.9 1.7 -0.2 g 19 38.9 38.9 1.4 -0.3 3 20 40.1 39.4 1.7 -0.2 21 37.4 34.9 2.0 0.0 22 38.3 38.0 2.1 0.1 23 36.3 36.1 1.4 -0.4
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| ; 24 38.2 37.6 1.8 -0.2 l 25 38.2 33.9 0.9 -0.3 l l 26 38.0 38.2 0.4 -1.1 3 27 39.4 39.4 -0.2 -1.5 28 38.2 36.3 -0.4 -1.5 g 29 42.2 39.8 -0.5 -1.5 g 30 40.7 40.7 -0.7 -1.5 1
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| I i
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| I-l l
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| I
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| I I TABLE 10
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| ==SUMMARY==
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| OF TEMPERATURE DIFFERENTIALS (A),
| |
| QUAD-CITIES STATION, NOVEMBER 1980 I Temperatures ('F)
| |
| Discharge minus Intake Downstream minus Upstream Day Maximum Mean Maximum Mean 1 54.4 52.8 1.9 1.0 I 2 3
| |
| 4 48.3 19.8 1.5 31.5 15.2
| |
| -0.8 1.4 1.6 1.8 0.8 0.9 0.9 I 5 6
| |
| 7
| |
| -1.2 2.2 25.5
| |
| -1.2 0.6 15.3 1.9 2.4 2.8 0.4 1.1 0.7 8 36.2 29.1 2.6 1.7
| |
| , 9 37.6 33.9 3.1 1.4 10 41.2 38.9 3.4 0.8 11 38.2 32.0 2.7 1.7 I 12 13 14 38.4 48.4 48.5 30.1 33.6 47.0 2.5 2.6 2.9 1.6 2.6 0.7 15 50.0 50.3 1.3 -0.8 16 51.2 41.6 1.2 -0.1 50.2 17 41.7 0.8 -0.2 18 51.4 51.3 0.5 -1.2 I 19 20 21 53.0 48.8 45.2 52.7 49.0 43.6 0.2 0.2
| |
| -0.3
| |
| -1.3
| |
| -1.1
| |
| -0.7 22 38.8 15.2 -0.9 -0.9 23 21.2 12.7 -1.0 -1.1 24 28.8 26.3 -1.0 -1.3 25 40.5 36.7 -1.2 -1.3
| |
| 'l 26 48.4 46.4 1.0 -0.2 5 27 48.4 48.2 1.0 0 28 48.8 48.5 1.0 0.5 48.6 I 29 30 50.3 47.7 47.8 1.3 1.4 0
| |
| -0.2 I
| |
| I
| |
| , I I
| |
| | |
| I TABLE 9 I
| |
| | |
| ==SUMMARY==
| |
| OF TEMPERATURE DIFFERENTIALS (A),
| |
| QUAD-CITIES STATION, OCTOBER 1980 Temperatures (*F)
| |
| I Discharge minis Intake Downstream minus Upstream Day Maximum Mean Maximum Mean 1 38.4 38.7 -0.5 -0.8 g 2 35.6 36.2 0.7 -1.1 5
| |
| 3 35.0 36.1 0.7 -1.0 4 38.5 38.1 0.6 -1.2 5 37.7 19.6 0.6 -1.5 6 5.1 2.2 0.7 -1.4 7 33.0 29.7 0.5 -1.2 8 40.7 38.2 0.4 -1.2 g 9 41.0 41.1 1.3 -0.1 3 10 51.1 41.4 1.6 0.7 11 43.0 36.7 0.7 0.1 12 31.5 25.7 -0.3 -0.7 13 42.6 32.3 0.4 -0.6 14 45.1 38.3 0.1 -0.6 15 63.0 58.4 -0.2 -1.2 E
| |
| 16 65.5 62.1 0.1 -2.1 3 17 60.6 42.4 0.6 -0.3 18 23.4 20.2 0.4 -0.5 19 26.1 21.5 0.7 -1.1 20 31.0 26.1 -0.2 -1.1 21 26.8 24.5 -0.3 -0.8 22 27.9 17.7 -0.1 -0.4 E 23 40.4 30.3 0.7 0.4 3 24 42.5 40.1 0.7 0.1 25 36.0 32.2 0.8 -0.6 26 39.2 37.0 0.7 -1.5 27 47.6 45.8 0.1 -1.7 j 28 51.8 51.6 -0.3 -2.6 l 29 52.3 52.9 0.3 -0.4 g 30 51.6 52.4 2.1 1.4 3 31 53.0 52.8 1.8 1.1 I
| |
| l I I
| |
| l I l I
| |
| | |
| I TABLE 11
| |
| | |
| ==SUMMARY==
| |
| OF TEMPERATURE DIFFERENTIALS (a),
| |
| QUAD-CITIES STATION, DECEMBER 1980 I ~
| |
| Temperatures (*F)
| |
| Discharge minus Intake Downstream minus Upstream Day Maximum Mean Maximum Mean 1 50.5 48.3 1.6 0 I 2 3
| |
| 4 42.8 39.7 8.4 40.5 28.8 5.1 0.3 0.4
| |
| -0.4 0.1
| |
| -0.6 0.2 2.8 I 5 6
| |
| 7 2.5 1.2 3.2 2.5 2.5 -
| |
| 0 3p.9
| |
| -0.1
| |
| -1.1 8 29.2 19.0 0.9 0 I 9 10 11 25.0 25.2 26.3 22.8 24.1 24.4 0.7 0.8
| |
| -0.1 0.1 0.1
| |
| -0.5 I 12 13 14 22.5 34.8 38.5 12.4 31.2 36.8 0.8 0.5 0.8
| |
| -0.4
| |
| -0.6
| |
| -0.3 34.9 15 30.1 1.4 I
| |
| -0.2 16 17.5 18.3 0.7 -0.1 17 57.3 42.6 2.7 0.3 18 71.9 51.8 2.6 0.1 I 19 20 21 23.7 20.3 26.7 16.0 15.7 21.0 2.5 2.4 2.3 0.3 0.7 1.1 22 30.5 35.7 2.9 0.6 I 23 24 25 57.6 54.4 58.0 39.3 56.1 52.1 3.0 1.4 0.6 0.4 13.5 1.2 26 33.6 31.0 3.0 0.8 27 41.6 38.9 3.6 1.0 28 49.2 44.9 3.9 1.2 30 47.4 44.2 3.8 0.1 31 55.1 53.7 2.1 -1.5
| |
| """"'"""""'""~~"'''
| |
| I I
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| I I
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| I 1.
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| | |
| I I
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| 'I l I
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| I
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| :I
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| !I '
| |
| I APPENDIX C (Related to Chapter 2 of Text)
| |
| WEEKLY TEMPERATURE IN ilIE WAPSIPINICON AND MISSISSIPPI RIVERS I
| |
| I
| |
| .I QUAD-CITIES STATION l
| |
| February 1980 through December 1980 lI I
| |
| I
| |
| 'I I
| |
| | |
| -a,-ms-- a mn- --"- a.- - - -J mum.- m--,,, , =&,4,,.,-- _.,-s--- -_.g m.mK A-.a--.Awaaa m-m,4amm -ma.w- ---- - --- - - - - - - _- - -- -
| |
| : I I
| |
| I i
| |
| I Il ,
| |
| I! ,
| |
| l Il ,
| |
| I I
| |
| I I:
| |
| I-I:
| |
| I I
| |
| l l' I-I l
| |
| l l
| |
| I: l I
| |
| I I
| |
| -- ,,,w=+,=w --o w w ee-,-e---ee.--w--,,,-w.....e,-w-e - ._ -_-.---. .+,-__--__._---_-- --- - - -
| |
| | |
| l I
| |
| I TABLE 1 J TEMPERATURES IN THE WAPSIPINICON RIVER AND MISSISSIPPI RIVER (UPSTREAM, MID-CHANNEL), FEBRUARY THROUGH DECEMBER 1980 I Date Temperatures ( F)
| |
| Wapsipinicon Mississippi Month and Year Month Day River River February 1980 February 4 31.9 32.1 11 32.0 31.8 19 32.5 32.9 28 35.1 34.7 March 1980 March 10 32.0 32.2 17 32.9 32.4 24 33.7 33.5
| |
| , 28 43.3 38.4 April 1980 April 2 46.5 39.8 11 42.9 43.1 g
| |
| 18 50.2 44.9 22 64.2 55.5 30 55.9 57.1 May 1980 May 6 65.6 65.4 13 61.9 61.7
| |
| !I l 19 58.2 60.5 27 70.2 70.0 June, 1980 June 3 69.0 72.1 g 10 70.1 71.0 1
| |
| 17 68.0 69.9 I
| |
| 3 I
| |
| | |
| I TABLE 1 (CONTINUED)
| |
| I Temperatures (*F)
| |
| I Date Wapsipinicon Mississippi Month and Year Month Day River River 24 75.1 75.0 30 75.3 77.2 July, 1980 July 8 81.9 83.5 15 83.2 83.0 21 83.0 83.1 29 79.2 78.4 30 75.3 77.2 August 1980 August 5 77.3 78.8 11 76.9 80.1 18 69.0 72.0 25 73.0 76.3 September 1980 September 2 73.8 74.1 9 76.5 76.0 17 61.3 65.0 24 63.8 64.8 October, 1980 October 1 64.0 61.8 9 59.0 59.0 17 58.9 55.8 22 53.0 53.2 29 41.0 44.1 l November,- 1980 November 6 45.0 44.5 14 45.6 44.6 l 20 38.5 39.3 l 25 35.1 35.8 I
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| l I I
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| I
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| l
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| :I
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| 'I I
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| iI l
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| l l
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| I l l
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| 'I APPENDIX D (Related to Chapter 2 of Text)
| |
| I c - N - - c - cES 1N S - 10N OPERATING CONDITIONS I
| |
| I I
| |
| QUAD-CITIES STATION I
| |
| lI I
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| I I
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| | |
| I I
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| TABII I I CHRONOLOGY OF CHANCES IN STATION OPERATING CONDITIONS. FEBRUARY TIUt0UCH JUL OPERATING CONDITIONS TROM A DATE Ah'D TIME LISTED VERE FIED Uh71L THE hTIT CHANGE.
| |
| I Lift pump Operating Circulating Vater Pumps Operating Moded Station Month Date Day Operation (condenser)
| |
| Time (bour) (Numbers) (N amber) cooling February 15 1255 2 1610 2 Combination cycle: spray canal 2 3 and south diifaser pipe I 18 21 1C20 2100 1045 2
| |
| 2 1
| |
| 2 3
| |
| 3 1100 2 3 March 11 0055 2 5 0510 3 5 0545 2 3 I 25 1345 1415 2
| |
| 2 5
| |
| 3 I April 5 8
| |
| 1%0 2020 1400 4
| |
| 2 4
| |
| 5 3
| |
| 5 9 0730 2 3 2015 4 5 I 10 11 1045 1915 2
| |
| 3 3
| |
| 5 13 1015 4 5 20 0915 4 1003 5 6 Coa)ination cycle but starting i
| |
| 1035 6 to close diffuser gates 5 6 1
| |
| Closed cycle: spray canal only 28 0958 4 6 South diffuser gate open
| |
| ( 60 sec.
| |
| 3 29 0800 4 6 Combination cycle: spray canal with south diffuser i
| |
| I 30 0000 4 6 Combination cycle: spray canal with south diffuser gate cracked open, north diffuser gate closed I
| |
| lI I
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| t I
| |
| | |
| I TABLE 1 (CONTINLT.D)
| |
| Circulating Lift pump Water Pumps Moded Station Operating Operating Ope:ation (condenser)
| |
| Month Date Day Time (hour) (Numbers) (Number) cooling May 3 1035 3 6 8 0915 4 6 0935 3 6 1300 4 6 9 0010 3 6 0830 4 6 10 0830 3 6 5 17 1358 3 3 19 0545 3 6 0940 4 6 =
| |
| 21 1525 3 6 June July 17 1100 0 6 Open Cycle: south diffuser gate 18 0150 0220 1 6 m 0 6 0500 1 6 start closing south diffuser gate 0530 2 6 0640 3 6 Ccabination Cycle: south diffuser sate 50% open, north diffuser gate closed August 3 6 Combination cycle; south rj diffuser gate 50% open.
| |
| North diffuser gate closed 25 0825 3 6 Same cooling operation, charge in lift pumps up j operating.
| |
| September 1 0620 3 5 1000 2 3 South diffuser gate partially open 3 0700 2 4 South diffuser gate j cracked open 0720 4 5 4 0825 3 5
| |
| ( 10 1925 2 3 October 18 1720 0 0 Combination cycle:
| |
| South Diffuser gate partially open 20 2215 0 2 21 0940 1 2 1130 1 3 1400 1 2 2005 1 3 22 0035 2 3 I
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| I l
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| I
| |
| | |
| I I
| |
| TABLE 1 (CONTINLT.D)
| |
| I Lift pump Circulating Vater Pumps Moded Station t
| |
| I Month November Date Day 4
| |
| Time (hour) 2335 Operating (Numbers) 0 Operating (Number) 3 Operation (condenser) cooling I
| |
| i I
| |
| 7 0315 2 3 December 4 0807 1 3 l 5 2140 1 5 5 2150 1 3 I 5 5
| |
| 7 7
| |
| 2335 2350 131",
| |
| 1320 2 1
| |
| 1 1
| |
| 5 3
| |
| 5 5
| |
| 7 1505 I
| |
| 1 3 8 0005 2 3 8 2000 2 6 8 2030 3 6 12 1435 2 3 15 1225 3 6 16 0950 3 3 17 0710 2 3 18 1910 2 6 18 1920 3 6 21 1125 3 6 3 23 1058 4 6 23 1410 5 6 Both diffuser gates are closed 25 0236 4 I
| |
| 6 l 25 0250 1 5 Partially opened both diffuser gates 25 0404 4 5 North diffuser gate, partly open
| |
| ; 25 0942 4 6 26 1535 4 6 30 0813 2 6 30 0834 4 6 I
| |
| lI I
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| 'I I
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| lI
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| ,I
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| | |
| !I :
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| i I
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| I l
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| I
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| : I l
| |
| I I
| |
| ?
| |
| APPENDIX E (Related to Chapter 2 of Text)
| |
| I DAILY MEGAWATT POWER OUTPUT (PERCENT OF CAPACITY) 1 I
| |
| 1 1I i
| |
| QUAD-CITIES STATION February 1980 through December 1980
| |
| :I I
| |
| :I I ,
| |
| | |
| I I
| |
| TABLE 1 DAILY MEGAWATT POWER OUTPUT (PER""NT OF CAPACITY),
| |
| I QUAD-CITIES STATION, FEBRUARY, 1980 r
| |
| I Date Unit 1
| |
| Unit 2
| |
| Station Average Remarks E 1 92 0 46 i
| |
| g 2 56 0 28 3 71 0 36 4 93 1/ 46 I 5 6
| |
| 7 96 96 95 1/
| |
| 1!
| |
| 1 48 48 48 8 95 II 48 9 93 0 46 10 89 0 44 11 96 0 48 12 86 0 43 13 93 0 46 14 93 0 46 I 15 16 17 93 93 89 0
| |
| 0 0
| |
| 46 46 44 18 I
| |
| 91 0 46 19 93 0 47 20 92 0 46 21 91 0 46 (I
| |
| 1 22 23 24 91 90 38 0
| |
| 0 0
| |
| 46 45 19
| |
| ,g 25 51 0 26 g 26 76 0 38 27 90 0 45 28 94 0 47 29 91 0 46 1! Less than 0.1% of capacity iI i
| |
| 1I I
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| I lI
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| | |
| l l I i
| |
| TABLE 2 I
| |
| DAILY MEGAWATT POWER OUTPUT (PERCENT OF CAPACITY),
| |
| QUAD-CITIES STATION, MARCH, 1980 l
| |
| l Unit Unit Station I
| |
| Date 1 2 Average Remarks 1 91 0 46 2 75 0 38 3 93 0 46 4 95 0 48 5 95 0 48 j 6 96 0 48 E I 7 98 0 49 5 l 8 93 II 46 l 9 94 0 47 l 10 95 0 48 l 11 87 0 44 12 82 0 41 13 88 II 44 14 96 0 48 15 95 1/ 48 16 90 0 45 g 98 i
| |
| l 17 18 94 0
| |
| 0 49 47 5
| |
| 19 94 0 47 20 n 0 47 21 94 0 47 22 92 II 46 23 83 0 42 E 24 94 0 47 g 25 91 0 46 26 93 0 46 i 27 91 0 46 28 89 0 44 29 63 0 32 l
| |
| 30 77 0 38 31 92 0 4C 1/ Less than 0.1% of capacity I
| |
| l i
| |
| I i
| |
| I l I l , .
| |
| | |
| I I
| |
| TABLE 3 DAILY MEGAWATT POWER OUTPUT (PERCENT OF CAPACITY),
| |
| QUAD-CITIES STATION, APRIL, 1980 I
| |
| Unit Unit Station Date 1 2 Average Remarks 1 95 0 48 2
| |
| I- 3 94 93 0
| |
| 0 47 46 4 95 0 48 I 5 6
| |
| 7 95 89 95 0
| |
| 0 1/
| |
| 48 44 48 8 98 0 49 9 93 0 46 10 93 1/ 46 11 92 0 46 I 12 13 14 94 92 92 0
| |
| 0 0
| |
| 47 46 46 I 15 16 17 90 91 90 0
| |
| 0 1/
| |
| 45 46 45 18 89 0 44 I 19 20 21 88 87 90 0
| |
| 0 14 44 44 52 22 82 0 41 23 85 12 48 24 86 35 60 25 84 0 42 I 26 27 28 85 79 85 0
| |
| 0 30 42 40 58 I 29 30 80 83 62 80 71 32 1 Less th u 0.1% of capacity I
| |
| I I
| |
| I
| |
| | |
| E I
| |
| TABLE 4 DAILY MEGAWATT POWER OUTPUT (PERCENT OF CAPACITY),
| |
| QUAD-CITIES STATION, MAY, 1980 I
| |
| Unit Unit Station Date 1 2 Average Remarks 1 83 41 62 2 84 49 66 3 83 74 78 4 83 80 82 5 83 84 84 6 83 91 87 l
| |
| 5 7 82 92 87 I
| |
| 8 82 67 74 g 9 84 84 10 77 83 90 84 g
| |
| 11 21 94 58 12 24 98 61 13 58 95 76 14 81 95 88 15 83 98 90 g 16 17 79 83 95 4
| |
| 87 44 g
| |
| 18 77 0 38 19 78 2 40 20 79 53 66 21 78 74 76 22 78 I 23 78 87 85 82 82 g
| |
| 24 g
| |
| l 77 74 76 25 77 76 76 26 77 7e 78
| |
| ; 27 76 82 79 l 28 75 87 31 l 29 75 95 85 I
| |
| 30 75 95 85 E
| |
| g I 31 75 96 86 I
| |
| I I
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| I I
| |
| | |
| I I
| |
| TABLE 5 DAILY MEGAWATT POWER OUTPUT (PERCENT OF CAPACITY),
| |
| QUAD-CITIES STATION, JUNE 1980 Unit Unit Station Date 1 2 Average Remarks 1 74 84 79 2 74 94 84 3 74 96 85 4 73 95 84 I 5 6
| |
| 7 73 72 70 96 96 96 84 84 83 I
| |
| 8 73 94 84 9 72 94 83 10 72 96 84 11 72 97 84 I 12 13 14 73 69 70 99 84 64 86 76 67 I 15 16 17 70 70 70 89 95 96 80 82 83 18 69 96 82 lI l
| |
| 19 20 21 69 64 0
| |
| 96 96 97 82 80 48 I 22 23 24 0
| |
| 14 61 86 94 94 43 54 78 25 65 94 80 I 26 27 28 60 68 67 94 91 86 77 80 76
| |
| ,g 29 67 25 46 i3 30 69 39 50 I
| |
| l
| |
| :I i
| |
| I
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| 'I I
| |
| | |
| I TABLE 6 DAILY MEGAWATT POWER OUTPUT (PERCENT OF CAPACITY),
| |
| QUAD-CITIES STATION, JULY 1980 Unit Unit Station Date 1 2 Average Remarks 1 65 71 68 2 54 91 72 3 0 92 46 4 0 66 33 5 0 75 38 6 0 92 46 E
| |
| 7 1/ 92 46 5 8 34 91 62 9 70 85 78 g 10 11 63 62 77 76 70 69 g
| |
| 12 63 64 64 13 64 0 32 14 66 42 54 15 58 64 61 16 61 73 67 17 E
| |
| 18 65 63 73 69 g, 74 68 19 62 77 70 20 62 69 66 21 61 81 71 l 22 62 80 71 1
| |
| 23 62 79 70 24 62 64 63 25 61 84 72 26 62 86 74 27 60 82 71 28 60 84 72 29 60 84 72 30 59 84 72 31 59 85 72 M Less than 0.1% of capacity I
| |
| I
| |
| | |
| I I
| |
| TABLE 7 DAILY MEGAWATT POWER OUTPUT (PERCENT OF CAPACITY),
| |
| QUAD-CITIES STATION, AUGUST 1980 I
| |
| Unit Unit Station Date 1 2 Average Remarks
| |
| ( 1 59 85 72 l 2 58 85 72 l
| |
| 3 59 66 62 4 59 78 68 5 57 82 70 6 58 83 70 7 58 83 70 l 8 57 83 70 I 10 11 9 56 56 56 82 84 84 69 70 70 l
| |
| I 12 13 14 56 56 57 84 82 84 70 69 70 15 56 86 71 I~ 16 17 56 54 39 70 72 62 i
| |
| 18 56 88 72 l 19 55 89 72 20 54 88 71 I 21 55 90 72 l 22 54 89 72 23 53 88 70 24 54 89 72 .
| |
| 25 54 89 72 26 53 89 71 1I 27 28 53 53 89 89 71 71 29 56 86 71 I 30 31 33 0
| |
| 49 63 41 32 I
| |
| il
| |
| | |
| I, TABLE 8 I
| |
| DAILY MEGAWATT POWER OUTPUT (PERCENT OF CAPACITY),
| |
| QUAD-CITIES STATION, SEPTEMBER 1980 Unit Unit Station Date 1 2 Average Remarks 1 0 78 39 2 0 89 44 3 0 88 44 4 0 87 44 5 0 90 45 6 0 92 46 7 0 92 46 8 0 93 46 9 0 92 46 g 10 0 93 46 g 11 0 93 47 12 0 89 44 13 0 79 40 14 0 81 40 15 0 91 46 16 0 94 47 E
| |
| 17 0 94 47 g 18 0 92 46 19 0 94 47 20 0 94 47 21 0 84 42 l 22 0 93 46 l 23 0 92 46 24 0 94 47 25 0 94 47 26 0 94 47 27 0 93 46 28 0 81 40 l 29 0 93 46 30 0 93 46 I
| |
| | |
| JI i
| |
| TABLE 9 DAILY MEGAWATT POWER OUTPUT (PERCENT OF CAPACITY),
| |
| QUAD-CITIES STATION, OCTOBER 1980 J
| |
| : Unit Unit Station Date 1 2 Average Remarks 1 0 94 47 2 0 94 47 3 0 99 49 4 0 100 50 I 5 6
| |
| 7 0
| |
| 0 0
| |
| 27 26 67 13 13 33 ja 8 0 86 43 l 9 0 96 48 10 0 96 48 11 0 99 48 I 12 13 14 0
| |
| 0 0
| |
| 00 98 66 49 49 33 15 0 89 44 16 -
| |
| 0 97 48 l 17 0 65 32 j 18 0 0 0
| |
| 'I 19 20 21 0
| |
| 0 0
| |
| 0 0
| |
| 0 0
| |
| 0 0
| |
| '3 22 0 26 13 i3 1
| |
| 23 0 71 35 24 0 83 41 25 0 67 33 26 0 85 42 j 27 0 96 48 28 0 96 48 29 0 96 48 1I 30 0 103 51 31 0 89 44 I
| |
| I t-
| |
| | |
| I L
| |
| TABLE 10 DAILY PEGAWATT POWER OUTPUT (PERCENT OF CAPACITY),
| |
| QUAD-CITIES STATION, NOVEMBER 1980 Unit Unit Station Date 1 2 Average Remarks 1 0 99 50 2 0 26 13 3 0 9 4 4 0 0 0 5 0 0 0 g 6 0 0 0 7 0 41 70 5
| |
| 8 0 74 37 9 0 65 32 10 0 79 40 11 0 96 48 12 0 97 48 g 13 14 0
| |
| 0 99 50 g 97 48 15 0 98 49 16 0 68 34 17 0 93 46 18 0 96 48 i
| |
| 19 20 0
| |
| 0 97 48 g 98 49 3 21 0 98 49 22 0 12 6 23 0 43 21 24 0 70 35 25 0 85 42 26 0 99 49 27 0 96 48 l 5
| |
| 28 0 97 48 30 0 92 46 l
| |
| I I
| |
| I
| |
| | |
| i I TABLE 11 DAILY MEGAk'ATT P0kIR OUTPUT (PERCENT OF CAPACITY),
| |
| QUAD-CITIES STATION, DECEMBER 1980 Unit Unit Station Date 1 2 Average Remarks I 0 99 50 1
| |
| 2 0 99 50 3 0 57 28 4 0 0 0 I 5 6
| |
| 7 0
| |
| 0 0
| |
| 0 0
| |
| 0 0
| |
| 0 0
| |
| 8 0 51 26 9 0 79 40 10 0 86 43 11 0 95 48 12 0 19 10 13 0 67 34
| |
| , 14 0 63 32 15 0 85 42 16 0 95 48 17 0 79 40 18 0 84 42 I 19 20 21 0
| |
| 1 14 83 91 83 42 46 48 I 22 23 24 32 43 49 96 91 92 64 67 70 25 6 94 50 l
| |
| 26 10 95 52 1 27 60 79 70 l 28 73 75 74 l 29 78 76 77 30 36 80 58 31 62 75 68
| |
| !I l
| |
| !I
| |
| | |
| !I i
| |
| f 4
| |
| t i
| |
| t J
| |
| i
| |
| !I
| |
| !I lI i
| |
| ! APPENDIX F (Related to Chapter 2 of Text)
| |
| ! PERCENT RECOVERY OF TEMPERATURE DATA AND EXPLANATION OF DATA LOSSES l
| |
| l i
| |
| 1 il i
| |
| i I
| |
| QUAD-CITIES STATION
| |
| ! February 1980 through December 1980 l
| |
| 1 l
| |
| I i
| |
| I l
| |
| i i
| |
| s ts.- m-.--p,wy - ..---r-* .y--s% - - - _ . gmc
| |
| | |
| TABLE 1 PERCENT REC 0VERY OF TEMPERATURE DATA FROM THE CONTINUOUS
| |
| )
| |
| MONITORING SYSTEM AT QUAD-CITIES STATION, '
| |
| FEBRUARY 1980 THROUGH DECEMBER 1980 l
| |
| Percent Recovery Temperature Month Year Monitoring February 1980 98 March 1980 74 April 1980 72 May 1980 78 June 1980 77 July 1980 86 August 1980 94 September 1980 100 October 1980 97 November 1980 96 December 1980 97 t
| |
| l I
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| i I
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| lI l
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| l l
| |
| l
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| | |
| TABLE 2 5120tARY OF TEMPERATURE DATA LOSS AT QUAD-CITIES STATION, FEBRUARY THROUGH DECEMBER 1980 Month Date 4 Time Monitoring Location Rema rks Feb rua ry 2/3/80 at 1700 hrs to all sensors recorder turned off 2/4/80 at 0100 hrs 2/21/80 at 1600 hrs to upstrema electrical storm i 2/22/80 at 1200 hrs sensors B and C l
| |
| March 3/1/80 at 0500 hrs to sensor D sensor malf unction 3/28/80 at 1400 hrs i 3/1/80 at 0600 hrs to sensor A senaar malfunction
| |
| ! 3/12/$0 at 1400 hrs 3/14/80 at 1400 hrs to sensor B sensor malfunction 3/24/80 at 1600 hrs 3/18/80 at 1600 hrs to all sensors machine turned of f for 3/19/80 at 0900 hrs work at junction box 3/23/80 at 1500 hrs to sensor A sensor malfunction 3/28/80 at 1400 hrs 3/27/80 at 1700 krs to sensor B sensor malfunction end of month j April 4/1/80 at 0100 hrs to sensor B sensor malfunction 4/3/80 at 1600 hrs 1
| |
| 4/2/80 at 10D0 hrs to sensor A and wires cut 4/3/80 at 1600 hrs upstream i
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| l 4/2/80 at 1D00 hrs to sensors C and D wires cut end of month 4/17/80 at 1000 hrs to all sensors mact'.ne turned off 4/18/80 at 0800 hrs May 5/1/80 at C000 hrs to sensor C wires cut to sensor 5/15/80 at 1600 hrs 5/1/80 at 0000 hrs to sensor D wires cut to sensor 5/9/80 at 1200 hrs 5/1/80 at 1803 hrs to cooling canal electrical storm 5/2/80 at 1500 brs caused temporary erratic readings 5/8/80 at 1200 hrs to sensor B sensor turned off for 5/9/80 at 1200 hrs instrument maintenance 5/9/S0 at 1200 hrs to sensor A not printing 5/12/80 at 0900 hrs 5/17/80 at 1200 hrs to sensor C electrical stors caused 5/19/80 at 1400 hrs temporary erratic readings 5/17/80 at 1200 hrs to cooling canal =lectrical storm caused 5/20/80 at 1400 hrs temporary erratic readings
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| 1 1
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| I TABLE 2 (CONTD1T.D)
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| Month Date & Time Monitoring Location Remarks May 5/17/80 at 1200 hrs ta sensor D electrical storm (continued) end of month 5/29/80 at 0300 hrs to upstream sensor electrical stors caused 5/29/80 at 1400 hrs B, C temporary erratic readings 5/29/80 at 0300 hrs to intake electrical storm caused end of month temporary erratic readings -
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| I 5/30/80 at 0200 to end of month discharge senaar malfunction June 6/1/80 at 0000 hrs to intake electrical storm caused 6/3/80 at 1400 hrs temporary erratic readings 6/1/80 at 0000 bra to discharge sensor malfunction 6/6/80 at 1400 hrs I 6/1/80 at 0000 hrs to end of month Sensor D sensor malfunction 6/4/80 at 1600 hrs to upstream, intake, wires cut from junction box 6/6/80 at 1400 hrs cooling canal, to plant Sensors A, B, C 6/28/80 at 0100 hrs to upstreas, Sensor C electrical storm caused 6/30/80 at 1400 hrs temporary erratic rea< tings July 7/01/80 at 0000 hrs to sensor D sensor malfunction 7/02/80 at 1700 hrs 7/09/80 at 0500 hrs to upstreas, discharge, electrical stora caused 7/09/80 at 1600 hrs sensor B temporary erratic readings 7/09/80 at 0500 hrs to sensor C sensor salfunction 7/18/80 at 0100 hrs 7/17/80 at 1200 hrs to all sensors except C 1.H. turned off system for 7/18/80 at 0800 hrs repair 7/18/80 at 1200 hrs to sensor B power pack failure 7/21/80 at 1600 hrs 7/18/80 at 1200 hrs to sensor A power pack failure 7/25/80 at 0900 hrs 7/20/80 at 2300 hrs to sensor C electrical storm caused 7/21/80 at 1600 hrs temporary erratic readings 7/21/80 at 0900 hrs to all sensors recorder nor printing I 7/21/80 at 1600 brs 7/21/80 at 1600 hrs to 7/25/80 at 0900 hrs inta ke power pack failure
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| TABII 2 (CONTINED)
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| Month Date & Time Monitoring Location Remarks August 8/4/80 at 1900 hrs. to Upstream and sensor malfunction 8/5/80 at 1400 hrs. sensor B 8/9/80 at 2400 hrs. to sensor B electrical storm 8/11/80 at 110 hrs.
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| 8/10/80 at 0100 hrs. to sensor A electrical storm 8/11/80 at 110 hrs. '''
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| 8/10/80 at 0100 hrs. to sensor C electrical storm 8/15/80 at 1100 hrs.
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| 8/17/80 at 0700 hrs. to sensor D electrical storm 8/18/80 at 1000 hrs.
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| 8/19/80 at 0700 hrs. to upstream and electrical storm caused 8/19/80 at 1000 hrs. sensor A and B temporary erracric readings W 8/20/80 at 2100 hrs. to upstrema and electrical storm 8/21/80 at 1400 hrs. sensors A, B and C 8/24/80 at 2400 hrs. to sensor C sensor malfunction W 8/25/80 at 0900 hrs.
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| 8/25/80 at 1000 hrs. to sensor D loose connection in 8/26/80 at 0900 hrs, recorder September October 10/06/80 at 1300 hrs. to upstream, Intake recorder not 10/07/80 at 0900 hrs. Cooling Canal, printing Sensors A, B, C, D November 11/20/80 at 1400 brs. to cooling Canal electrical short in 12/02/80 at 0847 hrs. Control Room December 12/06/80 at 1900 hrs. to upstream, electrical storm 12/08/80 at 1100 hrs sensor B, C 12/25/80 at 0800 hrs. to discharge sensor malfunction 12/26/80 at 1600 hrs.
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| l 12/31/80 at 1200 hrs. to discharge sensor malfunction g 01/05/81 at 1300 brs.
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| :I APPENDIX G (Related to Chapter 2 of Text) i HOURLY WATER TEMPERATURE DATA l
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| . E i
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| QUAD-CITIES STATION February 1980 through December 1980 l
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| [
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| TABLE 1 HOURLY WATER TEMPERATURE (*F) DATA, QUAD-CITIES STATION, FEBRUARY 1, 1980 I Cooling Canal Cold Downstream Sensors Time Upstream Intake End Discharge A B C D 0100 32.5 32.5 57.3 76.6 33.7 33.6 33.7 32.8 0200 32.4 32.4 57.8 76.6 33.7 33.2 33.7 32.7 0300 32.4 32.4 57.7 76.3 33.6 33.3 33.7 32.6 0400 32.4 32.4 57.7 76.1 33.6 33.2 33.7 32.6 0500 32.4 32.4 57.5 76.5 33.7 33.2 33.6 32.5 0600 32.4 32.4 57.3 76.7 33.5 33.2 33.5 32.5 0700 32.3 32.3 57.9 76.6 33.5 33.1 33.4 32.5 0800 32.3 32.3 57.6 76.3 33.5 33.3 33.5 32.4 0900 32.2 32.3 57.5 76.1 33.5 33.1 33.6 32.4 1000 32.0 32.2 56.4 76.2 33.2 33.3 33.4 32.2 1100 32.1 32.3 57.3 76.3 33.4 32.8 33.4 32.2 1200 32.2 32.3 58.6 77.4 33.4 33.0 33.5 32.3 I 1300 1400 1500 32.3 32.3 32.3 32.4 32.4 32.5 58.2 58.7 59.2 77.7 78.2 78.4 33.6 31.5 31.7 33.2 33.3 33.3 33.6 33.4 33.4 32.4 32.4 32.4 1600 32.3 32.5 59.7 78.6 33.5 32.8 33.5 32.6 1700 32.3 32.5 59.8 79.3 33.5 32.3 33.5 32.6 1800 32.3 32.4 59.8 79.1 33.6 32.4 33.5 32.6 1900 32.3 32.3 59.9 79.4 33.7 32.3 33.6 32.6 2000 32.3 32.3 59.9 79.6 33.7 32.3 33.6 32.5 2100 32.3 32.3 59.9 79.4 33.7 32.7 33.8 32.6 2200 32.3 32.3 59.'8 79.4 33.7 32.4 33.6 32.5
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| .2300 32.3 32.3 59.7 79.4 33.7 32.8 33.6 32.6 2400 32.3 32.3 59.9 71.3 33.7 32.8 33.2 32.6 I
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| TABLE 2 HOURLY WATER TEMPERATURE (*F) DATA, QUAD-CITIES STATION, FEBRUARY 2, 1980 Cooling Canal Cold Downstream Sensors Time Ups treata Intake End Discharge A B C D 0100 32.4 32.4 59.9 69.1 33.7 32.5 33.2 32.5 0200 32.4 32.4 59.8 63.5 33.8 32.6 33.0 32.4 g 0300 32.4 32.4 60.0 63.1 33.8 32.4 32.6 32.4 g 0400 32.4 32.4 59.9 62.2 33.8 32.3 32.9 32.4 0500 32.4 32.4 59.9 61.8 33.8 32.3 33.0 32.4 0600 32.3 32.3 58.9 61.6 33.8 32.3 32.8 32.3 0700 32.3 32.3 56.3 59.9 33.8 32.6 32.8 32.3 0800 32.4 32.4 54.5 58.3 33.7 32.7 32.8 32.3 0900 32.5 32.5 51.7 57.8 33.8 32.5 32.6 32.3 1000 32.4 32.5 50.0 57.4 33.8 32.5 32.5 E
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| 32.3 3 1100 32.5 32.5 50.0 61.3 33.8 32.5 32.5 32.3 1200 32.4 32.4 49.7 61.3 33.8 32.7 32.8 32.3 1300 32.4 32.4 49.9 62.3 33.6 32.6 32.7 32.3 1400 32.3 32.3 49.6 62.6 33.5 32.2 32.6 32.3 1500 32.4 32.4 48.5 63.2 33.5 32.2 32.6 32.5 1600 32.4 32.5 47.5 63.5 33.5 32.2 32.6 32.5 1700 32.4 32.5 46.8 63.9 33.7 32.3 32.9 32.9 3
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| 32.4 32.4 3
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| 1800 46.8 63.6 33.7 32.1 33.0 33.0 1900 32.5 32.5 48.7 64.5 33.8 32.0 33.0 33.0 2000 32.5 32.5 49.1 65.7 33.8 32.2 33.0 33.0 2100 32.5 33.5 48.9 65.2 33.7 32.1 33.0 33.0 l 2200 32.5 32.5 49.0 65.2 33.7 32.3 33.0 33.0 l 2300 32.5 32.5 49.2 65.6 33.8 32.0 33.0 33.0 E l 2400 32.5 32.5 49.3 66.6 33.8 32.1 32.9 33.0 5 l
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| }
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| I TABLE 3 HOURLY WATER TEMPERATURE ( F) DATA, QUAD-CITIES STATION, FEBRUARY 3, 1980 Cooling Canal Cold Downstream Sensors Time Upstream Intake End Discharge A B C D 0100 32.5 32.5 49.6 67.4 33.8 32.2 33.0 32.9 0200 32.5 32.5 49.6 67.3 33.8 32.3 33.2 32.8 0300 32.5 32.5 50.3 67.8 33.8 32.1 33.2 32.8 0400 32.5 32.5 50.9 68.5 33.8 32.0 33.1 32.9 0500 32.5 32.5 50.8 68.7 33.8 32.0 33.1 32.9 0600 32.4 32.4 51.0 68.8 33.8 32.3 33.1 32.8 0700 32.4 32.4 51.3 68.9 33.8 32.0 33.2 32.8 0800 32.5 32.5 51.7 69.5 33.8 32.0 33.2 32.8 0900 32.5 32.5 52.4 70.0 33.8 32.1 33.2 32.7 1000 32.4 32.4 52.4 70.4 33.8 32.3 33.2 32.8 1100 32.5 32.5 53.2 71.2 33.8 32.0 33.2 32.9 1200 32.5 32.6 54.3 72.3 33.9 32.1 33.3 32.9 1300 32.5 32.7 55.0 73.0 33.9 32.1 33.4 33.0 1400 32.5 32.7 55.8 74.1 33.8 32.1 33.4 33.1 1500 32.5 32.7 56.3 74.6 33.8 32.1 33.3 33.2 1600 32.5 32.6 56.9 75.1 33.8 32.1 33.3 33.2 1700 p
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| 1800 1900 2000 2100 2200 2300 2400 N Chart recorder turned off I
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| I TABLE 4 HOURLY WATER TEMPERATURE ( F) DATA, I QUAD-CITIES STATION, FEBRUARY 4, 1980 Cooling Canal l Cold Downstream Sensors l Time Upstream Intake End Discharge A B C D i
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| 0100 31.9 31.9 57.6 75.5 33.4 31.5 33.0 32.6 0200 31.8 31.8 57.3 75.4 33.4 31.5 33.0 32.5 0300 31.9 31.9 57.2 75.2 33.4 31.8 32.9 32.4 0400 31.8 31.8 57.3 75.9 33.2 31.6 32.8 32.3 0500 31.8 31.8 57.0 76.6 33.2 31.7 32.7 32.3 0600 31.8 31.8 57.1 77.2 33.2 31.7 32.7 32.3 E 0700 31.8 31.8 57.3 77.6 33.2 31.5 32.7 32.3 g 0800 31.8 31.8 57.6 78.1 33.3 31.5 33.1 32.3 0900 32.2 32.2 57.3 78.6 33.7 31.8 33.5 32.6 1000 32.3 32.3 57.7 78.8 33.7 32.0 33.3 32.6 1100 32.3 32.4 58.2 79.0 33.7 33.3 32.5 32.7 1200 32.4 32.6 59.4 79.3 33.8 32.2 33.4 32.8 1300 32.5 32.7 60.3 80.4 33.9 32.2 33.6 33.0 1400 32.5 32.7 61.2 81.7 33.2 32.3 33.3 32.8 1500 32.6 32.7 61.6 82.6 33.2 32.4 33.3 32.8 1600 32.5 32.7 61.9 82.7 33.1 32.5 33.4 33.0 1700 32.6 32.7 62.2 83.2 33.2 32.7 33.7 33.0 l 1800 32.5 32.6 62.4 83.3 33.2 32.2 33.2 33.0 l 1900 32.5 32.6 62.3 83.4 33.1 32.5 33.2 33.0 2000 32.5 32.6 62.5 83.2 32.1 32.3 33.2 32.9 E 2100 32.4 32.4 62.9 83.6 33.1 32.5 33.3 32.9 3 2200 32.4 32.4 64.8 84.0 33.1 32.2 33.3 32.9 2300 32.4 32.4 64.1 84.3 33.1 32.7 33.3 32.9 2400 32.4 32.4 64.2 84.4 33.1 32.2 33.3 32.9
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| TABLE 5 HOURLY WATER TEMPERATURE ( F) DATA, QUAD-CITIES STATION, FEBRUARY 5, 1980 I Cooling Canal Cold Downstream Sensors Time Upstream Intake End Discharge A B C D 0100 32.4 32.3 64.3 84.5 33.1 32.7 33.2 32.7 0200 32.4 32.4 64.2 84.2 33.1 32.8 33.3 32.8 0300 32.4 32.4 64.2 84.0 33.1 32.6 33.2 32.6 0400 32.5 32.4 63.9 83.2 33.0 32.1 33.1 32.5 0500 32.3 32.2 63.7 84.0 32.9 32.8 33.0 32.4 0600 32.2 32.2 63.7 83.8 33.1 32.1 33.2 32.3 0700 32.3 32.2 63.9 84.0 33.0 32.1 32.9 32.3 0800 32.2 32.2 63.8 84.0 33.0 32.6 33.1 32.2 I 0900 1000 1100 32.3 32.3 32.3 32.4 32.5 32.6 63.7 63.5 63.7 84.3 84.4 84.5 33.0 33.0 33.1 32.7 32.1 32.6 33.0 33.1 33.1 32.4 32.2 32.3 1200 32.3 32.6 63.8 84.4 33.1 32.1 33.1 32.4 1300 32.3 32.6 64.0 84.6 33.2 32.8 33.2 32.3 1400 32.3 32.6 64.0 84.7 33.1 32.1 33.1 32.4 1500 32.3 32.6 64.3 84.8 33.1 32.6 33.3 32.4 I 1600 1700 1800 32.4 32.4 32.4 32.6 32.4 32.5 64.3 64.3 64.3 84.6 84.8 82.1 33.1 33.1 33.1 32.2 32.1 32.4 33.2 33.2 33.2 32.4 32.4 32.4 1900 33.3 33.2 63.7 80.8 33.1 32.1 33.2 32.4 2000 32.3 32.3 63.4 80.2 33.1 32.7 33.2 32.4 2100 32.3 32.3 63.2 80.2 33.1 32.2 33.1 32.4 2200 32.3 32.3 63.1 80.3 33.1 32.7 33.0 32.4 l 2300 32.3 32.3 63.1 80.3 33.1 32.6 33.2 32.3 i 2400 32.4 32.4 63.2 80.2 33.1 32.2 33.1 32.3 e
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| I TABLE 6 HOURLY WATER TEMPERATURE ( F) DATA, QUAD-CITIES STATION, FEBRUARY 6, 1980 Cocling Canal Cold Downstream Sensors Time Upstream Intake End Discharge A B C D 0100 32.4 32.5 63.3 80.3 33.2 32.2 33.3 32.3 0200 32.4 32.5 62.9 80.2 33.1 32.8 33.2 3.' . 3 0300 32.5 32.6 62.3 80.8 33.1 32.4 33.2 32.4 0400 32.4 32.5 62.0 82.2 33.0 32.5 33.1 32.2 0500 32.5 32.5 62.3 82.8 33.1 33.0 33.2 32.2 0600 32.5 32.5 62.5 83.0 33.1 32.3 33.1 32.2 0700 32.3 32.5 62.8 83.7 33.2 32.9 33.3 32.3 0800 32.4 32.4 62.8 83.8 33.1 32.6 33.2 32.1 0900 32.4 32.4 62.7 83.2 33.1 32.8 33.4 32.1
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| , 1000 32.2 32.6 62.8 83.2 33.0 32.6 33.2 22.1 l l
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| 1100 32.1 32.2 63.3 82.9 32.9 32.6 33.3 32.1 m 1200 32.5 32.4 64.1 83.6 33.0 32.1 33.4 32.6 l 1300 32.2 32.2 64.9 84.3 32.9 31.9 33.2 32.5 1400 32.2 32.2 65.1 84.7 32.8 32.4 33.3 32.5 1500 32.2 32.2 65.7 85.0 32.8 31.8 33.2 32.7 1600 32.3 32.3 67.1 85.3 32.9 32.2 33.2 32.8 1700 32.1 32.2 67.0 85.3 32.7 31.8 33.2 32.8 1800 32.2 32.2 66.8 85.3 32.6 32.6 33.2 32.7 1900 32.1 32.2 67.2 84.9 32.7 32.1 33.0 32.9 2000 32.1 32.1 66.3 84.8 32.7 31.8 33.2 32.8 2100 32.0 32.0 67.6 85.2 32.6 32.4 33.0 32.7 i 2200 32.0 32.0 67.6 85.7 32.6 31.8 33.0 32.6 l
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| 2300 32.0 32.0 67.6 85.9 32.6 32.1 32.9 32.6 2400 32.1 32.1 66.5 85.4 32.6 32.3 32.9 32.5 1
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| TABLE 7 HOURLY WATER TEMPERATURE (*F) DATA, QUAD-CITIES STATION, FEBRUARY 7, 1980 Cooling Canal Cold Downstream Sensors Time Upstream Intake End Discharge A B C D 0100 32.0 32.1 66.5 85.5 32.6 31.9 33.0 32.4 I 0200 0300 0400 32.0 32.1 32.1 32.9 32.1 32.0 66.4 66.7 66.0 85.7 85.0 84.9 32.6 32.6 32.6 32.4 32.5 32.2 33.0 32.9 33.0 32.3 32.3 32.1 0500 32.1 32.1 66.1 85.0 32.6 31.9 33.0 32.1 I 0600 0700 0800 32.0 32.0 32.0 32.0 32.0 32.1 66.1 65.8 65.4 85.2 85.3 84.9 32.7 32.6 32.7 32.3 32.5 32.3 32.9 32.9 33.0 32.1 32.0 32.0 I 0900 1000 1100 32.0 32.1 32.1 32.2 32.3 32.3 65.1 65.3 65.3 85.2 85.3 85.1 32.7 32.7 32.8 32.3 31.9 32.2 32.9 33.0 33.1 32.1 32.1 32.2 1200 32.2 32.2 66.7 85.0 32.8 32.0 33.0 32.2 1300 32.1 32.4 66.1 85.3 32.8 32.7 33.1 32.5 1400 32.1 32.6 66.5 85.6 32.8 32.0 33.2 32.6 1500 32.2 36.0 66.8 86.6 32.9 32.6 32.9 32.8 1600 32.1 36.4 67.2 86.9 32.8 32.2 33.2 33.0 1700 32.1 38.6 67.4 87.0 32.8 32.3 33.1 33.1 1800 32.1 38.0 67.2 87.0 32.8 32.0 33.0 33.0 1900 32.0 38.4 67.0 86.4 32.7 32.5 33.2 33.0 2000 32.0 33.5 66.9 85.9 32.7 31.9 32.9 32.9 2100 32.0 34.0 66.8 86.1 32.8 32.5 32.9 32.9 2200 32.0 36.8 66.8 86.3 32.6 32.1 32.9 32.8
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| , 2300 32.0 37.1 67.0 86.6 32.6 32.1 32.8 32.6 2400 32.0 39.1 66.8 86.5 32.6 32.4 32.7 32.6 I
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| TABLE 8 HOURLY WATER TEMPERATURE ( F) DATA, QUAD-CITIES STATION, FEBRUARY 8, 1980 Cooling Canal I
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| Cold Downstream Sensors Time Upstream Intake End Discharge A B C D
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| ( 0100 32.0 33.0 67.0 85.7 32.7 31.8 32.8 32.5 0200 32.0 32.8 66.8 86.1 32.6 32.3 32.8 32.4 0300 31.9 32.4 66.4 85.3 32.6 31.8 32.8 32.3 l
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| 0400 32.0 32.0 66.1 85.0 32.6 32.5 32.7 32.2 0500 32.0 36.1 65.9 85.4 32.5 31.8 32.9 32.1 i 0600 31.8 35.8 66.1 85.2 32.5 31.8 32.9 32.1 g l 31.9 0700 33.0 66.2 85.2 32.5 32.4 33.0 32.1 0800 31.9 32.1 66.0 85.2 32.6 32.0 32.9 32.1 5
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| 0900 32.1 32.2 65.8 85.0 32.5 32.1 33.1 32.2 32.1 1000 32.3 66.1 85.2 32.5 32.5 33.0 32.2 1100 32.1 33.1 65.9 85.1 32.6 32.2 33.2 32.3 1200 32.0 32.2 66.2 84.8 32.3 32.3 33.0 32.4 1300 32.0 32.3 66.5 85.0 32.6 32.4 33.0 32.4 1400 32.0 32.5 66.8 85.0 32.6 32.0 33.1 32.5 1500 32.0 32.5 66.9 83.4 32.5 32.5 33.0 32.5 l 1600 32.0 32.6 62.9 82.8 32.6 32.1 33.1 32.6 1700 32.0 32.5 66.7 81.7 32.6 31.9 33.0 32.6 1800 32.0 32.4 66.5 81.7 32.6 32.2 32.9 32.7 1900 32.0 32.3 66.3 81.8 32.6 32.0 32.9 32.7 l 2000 32.0 32.3 66.0 81.7 32.3 32.0 32.9 32.8 g 2100 32.0 32.2 65.7 82.2 32.4 32.5 32.9 32.8 3 2200 32.0 32.2 65.5 80.8 32.3 31.9 32.6 32.5 2300 32.0 32.2 65.1 80.9 32.4 32.5 32.6 32.6 2400 32.0 32.3 64.2 80.5 32.5 31.9 32.8 32.7
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| TABLE 9 HOURLY WATER TEMPERATURE (*F) DATA, QUAD-CITIES STATION, FEBRUARY 9, 1980 Cooling Canal Cold Downstream Sensors Time Upstream Intake End Discharge A B C D 0100 32.0 32.3 63.5 82.3 32.4 32.5 32.7 32.5 0200 32.0 32.2 63.2 82.5 32.4 32.0 32.8 32.4 0300 32.0 32.3 63.3 82.8 32.4 32.2 32.8 32.3 0400 32.1 32.3 63.5 83.2 32.5 31.9 32.8 32.3 0500 32.0 32.2 63.2 83.0 32.5 31.9 32.9 32.1 0600 32.0 32.2 62.6 82.5 32.4 32.4 32.8 32.0 0700 32.0 32.3 62.5 82.3 32.4 32.3 32.9 32.0 0800 32.0 32.6 62.4 82.1 32.4 31.9 32.9 32.0 0900 31.9 32.6 63.2 82.8 32.5 31.9 33.0 32.0 1000 31.9 32.4 63.3 82.7 32.4 32.4 32.9 32.0 1100 31.9 32.6 63.5 82.8 32.5 32.3 32.8 32.0 1200 32.0 32.2 63.8 83.3 32.5 31.9 32.8 32.1 1300 32.1 32.3 64.0 83.2 32.6 32.2 32.9 32.3 1400 32.1 32.5 64.3 83.7 32.6 32.3 32.9 32.7 1500 32.0 32.6 64.7 83.8 32.5 31.9 33.0 32.7 32.0 32.5 83.8 I 1600 1700 1800 31.9 32.0 32.5 32.4 65.1 65.4 65.5 84.2 84.7 32.5 32.5 32.5 31.9 32.4 32.0 32.8 32.9 33.0 32.8 33.0 33.0 1900 31.9 32.3 65.8 84.6 32.5 32.0 33.0 33.1 2000 31.9 32.2 65.7 84.1 32.5 32.2 32.8 32.9 2100 32.0 32.2 65.4 84.5 32.6 32.1 32.8 32.8 2200 32.0. 32.1 65.2 84.4 32.6 31.9 32.7 32.7 2300 32.0 32.1 64.9 83.6 32.5 31.9 32.7 32.7 2400 32.0 32.2 64.7 80.3 32.5 31.9 32.6 32.5 I
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| I TABLE 10 HOURLY WATER TEMPERATURE ( F) DATA, I QUAD-CITIES STATION, FEBRUARY 10, 1980 Cooling Canal Cold Downstream Sensors Time Upstream Intake End Discharge A B C D 0100 0200 31.9 31.9 32.8 64.7 79.1 32.5 32.3 32.5 32.4 I
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| 38.3 64.5 79.3 32.6 31.8 32.5 32.2 0300 31.9 33.4 64.3 80.7 32.6 31.9 32.5 32.1 0400 32.0 34.3 63.9 81.8 32.6 31.9 32.5 31.9 0500 32.0 37.8 63.8 82.4 32.6 31.8 32.5 31.8 0600 32.0 38.1 63.7 82.3 32.6 32.0 32.5 31.8 3 0700 32.0 34.6 62.4 82.2 32.6 31.9 32.5 31.7 0800 32.0 33.6 61.1 81.6 32.6 32.0 32.4 31.7 3
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| 0900 31.9 33.1 60.9 81.0 32.5 32.0 32.4 31.7 1000 31.9 34.8 61.2 81.0 32.5 32.0 32.4 31.7 1100 31.8 32.7 62.0 81.7 32.5 32.1 32.5 31.8 1200 31.9 32.2 62.5 82.3 32.5 32.1 32.5 31.7 1300 31.9 34.0 62.7 83.3 32.6 31.9 32.5 31.9 1400 31.9 32.3 62.7 83.5 32.6 31.9 l
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| 32.5 32.0 3 1500 32.0 32.2 62.9 84.0 32.6 31.9 32.5 32.1 1600 32.1 32.2 62.8 84.0 32.6 31.9 32.5 32.1 1700 32.0 32.2 62.8 83.8 32.6 32.1 32.6 32.2 1800 32.1 32.2 62.9 84.0 32.6 31.9 32.6 32.2 1900 32.0 32.8 63.7 84.2 32.6 31.9 32.5 32.2 2000 32.0 35.2 64.3 84.6 32.6 31.9 32.5 32.2 2100 32.0 38.0 64.9 85.3 32.7 31.8 32.6 32.2 2200 31.9 32.2 65.0 85.2 32.8 31.8 32.5 32.2 2300 32.0 37.8 65.1 85.3 32.8 32.2 32.5 32.1 2400 32.0 35.0 65.0 85.3 32.8 32.2 32.5 32.2 l
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| l I
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| l I
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| | |
| I TABLE 11 HOURLY WATER TEMPERATURE ( F) DATA, QUAD-CITIES STATION, FEBRUARY 11, 1980 Cooling Canal Cold Downstream Sensors Time Upstream Intake End Discharge A B C D 0100 32.0 33.2 64.8 85.0 32.8 31.9 32.5 32.0 0200 31.9 34.7 64.7 85.0 32.7 32.0 32.7 31.9 0300 31.9 32.6 64.7 84.7 32.7 31.9 32.6 31,7 0400 31.8 37.6 65.0 84.5 32.7 31.9 32.5 31.6 0500 31.9 35.2 65.0 85.2 32.6 31.8 32.5 31.6 I 0600 0700 0800 32.0 31.9 31.9 32.7 35.7 33.0 64.9 64.9 64.5 85.1 85.0 85.0 32.6 32.7 32.7 31.9 31.9 31.7 32.5 32.5 32.5 31.6 31.6 31.6 0900 32.0 32.7 64.4 85.1 32.8 31.8 32.5 31.6 1000 31.9 32.1 64.3 84.6 32.7 32.1 32.6 31.6 1100 31.9 31.9 64.2 84.2 32.7 31.8 32.5 31.8 1200 31.9 38.5 64.2 84.4 32.8 31.8 32.6 31.8 I 1300 1400 1500 31.9 31.9 31.9 34.2 34.0 32.9 64.3 64.3 64.1 84.7 84.7 84.6 32.8 32.8 32.8 31.9 31.8 31.8 32.5 32.7 32.6 31.9 32.0 32.1 1600 31.9 32.2 64.1 84.6 32.8 31.8 32.6 32.4 1700 31.9 32.2 64.0 84.6 32.7 31.8 32.5 32.4 1800 32.0 32.1 63.4 84.2 32.8 31.8 32.5 32.4 1900 31.9 37.4 63.3 84.3 32.7 31.8 32.4 32.4 2000 32.0 32.0 63.2 82.4 32.6 32.0 32.4 32.4 2100 31.9 31.9 63.1 80.4 32.7 31.8 32.4 32.4 2200 31.9 31.9 62.8 80.0 32.7 32.0 32.4 32.3 2300 31.9 31.9 62.5 80.1 32.8 31.9 32.4 32.2 2400 32.0 31.9 62.2 80.0 32.7 31.8 32.5 32.2 l
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| l l
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| I I
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| L
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| | |
| I TABLE 12 I
| |
| HOURLY WATER TEMPERATURE (*F) DATA, QUAD-CITIES STATION, FEBRUARY 12, 1980 Cooling Canal Cold Downstream Sensors Time Upstream Intake End Discharge A B C D l
| |
| 0100 31.9 31.9 61.2 76.7 32.9 31.9 32.4 31.9 0200 31.5 32.0 61.2 76.6 32.3 31.8 32.5 31.8 0300 31.9 32.0 60.1 74.3 33.1 31.7 32.2 31.8 r 0400 31.9 32.0 60.1 '4.3 33.1 31.8 32.2 31.7 0500 31.8 32.0 59.1 74.0 33.1 31.8 32.2 31.6 0600 31.8 32.4 58.7 74.3 33.2 31.9 32.4 31.7 0700 31.9 37.5 58.6 77.3 32.9 31.9 32.4 31.6 0800 31.9 37.9 58.5 78.0 32.9 32.0 32.4 31.6 0900 31.9 34.9 58.2 78.2 33.0 31.9 32.4 31.6 1000 32.0 33.1 57.8 78.2 33.0 32.0 32.5 31.7 E' 1100 32.0 32.1 57.1 77.7 33.0 31.8 32.5 31.8 g 1200 32.0 32.0 57.7 78.0 32.9 31.9 32.5 31.9 1300 32.0 32.0 57.8 78.2 33.0 31.9 32.5 32.2 1400 32.1 32.3 58.6 79.0 33.1 32.1 32.5 32.1 1500 32.2 32.6 60.5 80.2 33.2 32.5 32.6 32.2 1600 32.3 32.6 61.4 81.6 33.2 32.5 33.0 32.5 1700 32.3 32.6 61.6 82.1 33.2 32.3 33.0 32.5 1800 32.4 32.6 62.0 83.0 33.2 32.4 33.0 32.5 1900 32.4 32.6 62.1 83.5 33.3 32.3 33.0 32.5 2000 32.4 32.5 62.1 83.7 33.3 32.3 33.0 32.4 2100 32.4 32.4 62.3 83.7 33.3 32.3 33.0 32.4 l
| |
| 2200 32.4 32.4 62.3 83.8 33.3 32.3 33.1 32.4 l 2300 32.4 32.4 63.0 84.1 33.3 32.4 33.0 32.4 l
| |
| 2400 32.4 32.4 63.5 84.3 33.3 32.5 33.0 32.3 I
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| I i
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| I 1
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| l
| |
| | |
| I TABLE 13 HOURLY WATER TEMPERATURE ( F) DATA,
| |
| , QUAD-CITIES STATION, FEBRUARY 13, 1980 Cooling Canal Cold Downstream Sensors Time Upstream Iotake End Discharge A B C D 0100 32.3 32.3 63.6 84.3 33.4 32.3 33.0 32.2 0200 32.3 32.3 63.4 84.5 33.4 32.2 33.0 32.2 I 0300 0400 0500 32.3 32.3 32.3 32.4 32.4 32.4 63.9 64.0 64.0 84.6 84.9 84.4 33.3 33.4 33.4 32.4 32.3 32.3 33.0 33.0 33.1 32.2 32.1 32.1 I 0600 0700 0800 32.4 32.2 32.2 32.4 34.8 33.5 64.0 64.2 64.1 84.3 83.8 84.2 33.4 33.3 33.4 32.3 32.3 32.2 33.0 33.1 33.0 32.0 32.0 32.0 0900 32.3 33.6 64.4 84.2 33.4 32.4 3;.1 32.2 j
| |
| I 1000 1100 1200 32.2 32.3 32.4 33.1 32.4 32.4 64.7 65.6 66.0 84.5 84.5 85.2 33.4 33.4 33.4 32.4 32.3 32.5 33.1 33.0 33.1 32.3 32.3 32.3 1300 32.5 32.5 66.3 85.5 33.4 32.4 33.2 32.4 1400 32.6 32.5 66.5 86.0 33.4 32.3 33.0 32.5 1500 32.5 35.0 67.0 85.9 33.5 32.4 33.1 32.6 1600 32.5 37.5 67.1 86.0 33.5 32.5 33.1 32.7 1700 32.4 33.0 67.5 86.3 33.4 32.3 33.2 32.8 1800 32.4 37.5 67.9 86.8 33.4 32.4 33.1 32.8 1900 32.3 39.3 68.4 87.0 33.4 32.3 33.1 32.8 2000 32.3 37.6 68.5 87.2 33.3 32.2 33.1 32.8 2100 32.4 39.5 68.9 87.4 33.3 32.5 33.0 32.8 2200 32.3 38.4 68.9 87.4 33.4 32.3 33.0 32.8 2300 32.3 39.0 69.1 87.6 33.4 32.3 33.2 32.8 2400 32.3 37.5 69.1 87.7 33.4 32.3 33.1 32.7 I
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| i l
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| J
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| | |
| I TABLE 14 HOURLY WATER TEMPERATURE ( F) DATA, QUAD-CITIES STATION, FEBRUARY 14, 1980 Cooling I
| |
| Canal Cold l
| |
| Downstream Sensors W Time Upstream Intake End Discharge A B C D 0100 32.3 38.0 69.2 87.8 33.4 32.3 33.1 32.7 0200 32.3 32.3 69.3 85.9 33.4 32.4 33.1 32.6 0300 32.3 32.3 69.0 84.7 33.4 32.3 33.0 32.6 0400 32.3 32.3 68.6 84.3 33.3 32.3 33.0 32.6 0500 32.3 32.3 68.3 83.8 33.3 32.4 33.0 32.5 0600 32.3 32.3 67.8 83.6 33.4 32.S 33.0 32.5 0700 32.4 32.3 66.5 83.4 33.3 32.3 33.0 32.3 0800 32.4 32.4 66.3 83.7 33.4 32.3 33.1 32.4 0900 32.3 32.4 67.0 83.1 33.4 32.4 33.0 32.6 1000 32.3 32.5 66.6 83.1 33.5 32.3 33.2 32.8 g 1100 32.4 32.5 66.1 82.2 33.4 32.3 33.0 32.9 g 1200 32.3 32.6 66.0 82.1 33.4 32.3 33.0 33.0 1300 32.3 32.6 65.8 82.0 33.5 32.2 33.1 33.2 1400 32.3 32.7 65.8 83.4 33.4 32.2 33.2 33.4 1500 32.4 32.9 66.0 84.6 33.5 32.3 33.4 33.5 1600 32.4 33.0 66.1 85.2 33.5 32.3 33.4 33.6 1700 32.4 33.5 66.1 85.4 33.5 32.3 33.2 33.5 1800 32.3 32.7 66.1 85.6 33.5 32.4 33.3 33.5 1900 32.3 32.6 65.7 85.0 33.5 32.5 33.5 33.5 2000 32.3 32.5 65.6 83.3 33.5 32.3 33.5 33.5 2100 32.3 32.5 65.5 83.0 33.5 32.3 33.5 33.4 2200- 32.3 32.3 66.0 83.2 33.5 32.4 33.6 33.2 2300 32.3 32.3 66.3 83.4 33.5 32.4 33.5 33.1 l 2400 32.3 32.3 66.4 83.6 33.5 32.4 33.5 33.0 I
| |
| u
| |
| | |
| TABLE 15 HOURLY WATER TEMPERATURE (*F) DATA, QUAD-CITIES STATION, FEBRUARY 15, 1980 Cooling Canal Cold Downstream Sensors Time Upstream Intake End Discharge A B C D 0100 32.3 32.3 66.3 83.7 33.6 32.4 33.5 33.0 0200 32.3 32.2 66.1 83.6 33.6 32.9 33.5 32.8 I 0300 0400 0500 32.3 32.4 32.3 32.3 32.4 32.3 65.4 65.0 66.0 85.2 82.8 83.1 33.6 33.6 33.5 32.4 32.5 32.7 33.5 33.4 33.2 32.5 32.5 32.4 0600 32.2 32.2 65.9 83.4 33.5 32.4 33.2 32.3 0700 32.2 32.2 66.8 83.3 33.5 32.4 33.3 32.2 0800 32.2 32.3 66.0 83.2 33.5 32.4 33.5 32.2 0900 32.2 32.3 60.9 83.4 33.5 33.2 33.3 32.2 1000 32.2 32.4 66.0 83.3 33.5 33.0 33.2 32.2 1100 32.2 32.3 60.9 83.3 33.6 32.5 33.5 32.4 1200 32.2 32.5 60.8 83.2 33.6 32.2 33.3 32.5 32.2 32.6 61.3 86.4 I 1300 1400 1500 32.2 32.2 35.9 36.5 66.5 66.5 94.0 94.8 33.6 33.6 33.6 32.2 32.4 32.5 31.6 31.5 31.5 32.5 32.6 32.6 1600 32.2 32.4 66.4 94.4 33.6 32.3 31.4 31.9 1700 32.1 3'.*
| |
| t 66.4 85.2 33.6 32.4 33.2 31.9 1800 32.1 37.3 66.5 84.5 33.5 32.4 33.2 31.9
| |
| ! 1900 32.0 L2.0 66.5 84.3 33.5 32.2 33.1 31.9 2000 32.2 32.2 66.2 84.3 33.5 32.4 33.2 31.9 l 2100 32.1 32.1 69.5 84.7 33.4 32.2 33.0 31.7 l 2200 32.1 32.2 71.6 87.6 33.4 32.3 32.1 31.6 2300 32.0 32.1 71.7 88.3 33.3 32.5 33.2 31.5 2400 32.0 32.2 68.9 87.7 33.5 32.5 33.2 31.5 I
| |
| | |
| i I!
| |
| I i
| |
| TABLE 16 i HOURLY WATER TEMPERATURE ( F) DATA, QUAD-CITIES STATION, FEBRUARY 16, 1980 Cooling Canal Cold Downstream Sensors Time Upstream Intake End Discharge A B C D 0100 32.2 32.1 65.7 84.6 33.4 32.1 33.1 31.4 0?00 32.2 32.2 65.0 83.6 33.5 32.2 33.2 31.4 0300 32.2 32.2 64.5 83.4 33.6 32.2 33.2 31.4 0400 32.2 32.2 E
| |
| 63.8 82.8 33.6 32.2 33.2 31.3 E 0500 32.2 32.2 64.5 82.4 33.5 32.2 33.2 31.3 0600 32.2 32.2 65.0 83.0 33.5 32.5 33.2 31.3 0700 32.2 32.2 64.9 83.3 33.5 32.2 33.2 31.3 0800 32.1 32.2 64.1 83.2 33.5 32.2 33.0 31.2 0900 32.2 32.2 62.9 81.8 33.5 32.2 33.2 31.7 1000 32.2 32.3 62.7 81.0 33.5 32.2 33.2 31.4 1100 32.2 32.3 62.5 81.3 33.5 32.2 33.1 31.5 1200 32.2 32.5 62.5 80.9 33.5 32.3 33.1 31.6 1300 32.2 32.5 63.0 81.0 33.5 32.7 33.2 31.7 g 1400 32.3 32.7 63.4 82.0 33.5 32.4 33.1 31.9 g 1500 32.3 32.7 63.7 82.1 33.5 32.3 33.1 32.0 1600 32.3 32.6 63.5 81.9 33.5 32.2 33.1 31.9 1700 32.2 32.6 62.6 81.8 33.5 32.4 33.1 31.8 1800 32.2 32.5 62.2 81.2 33.6 32.3 33.2 31.8 1900 32.1 32.3 62.1 81.3 33.5 32.2 33.1 31.7 2000 32.1 32.2 61.8 79.0 33.5 32.2 33.0 31.7 g 2100 32.1 32.3 61.2 77.6 33.5 32.2 33.0 31.6 g 2200 32.1 32.2 61.3 77.4 33.5 32.2 33.3 31.6 2300 32.1 32.2 61.2 75.5 33.5 32.2 33.0 31.6 2400 32.2 32.2 60.8 73.3 33.5 32.7 32.9 31.5 I
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| | |
| l l
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| 1 I
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| I TABLE 17 HOURLY WATER TEMPERATURE ( F) DATA, QUAD-CITIES STATION, FEBRUARY 17, 1980 Cooling Canal Cold Downstream Sensors Time Upstream Intake End Discharge A B C D 0100 32.1 32.2 60.6 74.0 33.4 32.2 32.8 31.4 0200 32.1 32.2 60.4 75.5 33.4 32.2 32.8 31.3 I 0300 0400 0500 32.0 32.0 32.9 32.2 32.2 32.2 59.9 59.4 58.2 72.8 73.5 74.2 33.4 33.4 33.5 32.2 32.1 32.2 32.9 32.9 33.0 31.2 31.1 31.1 0600 32.0 32.2 57.8 75.8 33.4 32.2 32.9 31.1 I 0700 0800 0900 32.1 32.1 32.1 32.2 32.2 32.2 57.8 56.5 56.2 76.2 76.0 75.4 33.5 33.5 33.3 32.2 32.6 32.2 32.9 33.0 31.1 31.2 32.8 31.2 I 1000 1100 1200 32.1 32.1 32.0 32.2 32.1 32.3 57.4 57.3 57.3 76.9 76.8 78.5 33.4 33.4 33.3 32.2 32.2 32.3 32.9 33.0 33.0 31.2 31.3 31.4 1300 32.0 32.3 59.5 78.3 33.4 32.4 33.1 31.6 I 1400 1500 1600 32.1 32.2 32.1 32.5 32.6 32.7 60.2 60.7 60.7 79.5 79.9 33.4 33.5 32.6 32.8 33.2 33.0 31.6 31.8 79.8 33.5 32.2 33.2 31.8 1700 32.2 32.6 60.7 80.0 33.5 32.2 33.1 31.8 1800 32.3 32.6 61.4 80.5 33.6 32.3 33.1 31.8 1900 32.3 32.5 61.7 80.7 33.6 32.3 33.2 31.8 2000 32.2 32.4 62.2 81.0 33.6 32.2 33.2 31.7 2100 32.1 32.5 63.2 81.4 33.6 32.2 33.2 31.7 2200 32.1 32.5 63.5 81.9 33.6 32.2 33.3 31.6 2300 32.1 32.5 63.5 82.0 33.6 32.2 33.2 31.6 2400 32.3 32.5 63.5 81.9 33.5 32.2 33.3 31.6 I
| |
| | |
| TABLE 18 HOURLY WATER TEMPERATURE ( F) DATA, QUAD-CITIES STATION, FEBRUARY 18, 1980 Cooling I
| |
| Canal Cold Downstream Sensors Time Upstream Intake End Discharge A B C D 0100 32.3 32.5 62 5 81.9 33.6 32.2 33.2 31.6 0200 31.9 32.5 .8 82.1 33.6 32.3 33.4 31.5 0300 32.2 32.5 63.8 81.4 33.6 32.3 33.2 31.4 0400 32.2 33.5 63.8 81.8 33.6 32.5 33.4 31.4 0500 32.1 32.4 63.0 80.7 33.6 32.6 33.3 31.3 0600 32.1 32.4 63.6 80.8 33.6 32.5 33.2 31.3 0700 32.2 32.4 63.2 82.5 33.6 32.7 33.2 31.4 0800 32.2 32.4 63.2 81.7 33.6 32.6 33.2 31.3 0900 32.2 32.4 63.2 81.7 33.5 32.5 33.0 31.3 1000 32.3 32.5 63.4 81.6 33.6 32.3 33.2 31.4 1100 32.2 38.8 63.6 91.2 33.6 32.5 31.6 31.6 1200 32.2 35.5 64.2 92.6 33.6 32.4 31.4 31.6 1300 32.2 32.9 64.5 93.1 33.6 32.4 31.4 31.8 1400 32.3 33.9 65.4 93.6 33.7 32.5 31.4 32.0 1500 32.2 33.1 65.4 94.0 33.6 32.4 31.4 32.1 1600 32.3 33.1 65.1 94.0 33.6 32.2 31.4 32.1 1700 32.2 32.9 65.0 94.1 33.6 32.3 31.4 32.2 1800 32.2 34.3 65.7 93.7 33.6 32.3 31.4 32.0 1900 32.2 40.8 69.9 95.8 33.6 32.4 31.5 32.0 2000 32.3 42.4 71.3 97.7 33.6 32.4 31.5 32.0 2100 32.2 39.0 71.7 98.5 33.6 32.2 31.4 31.9 2200 32.2 32.8 72.3 89.0 33.6 32.2 33.4 32.1 2300 32.3 32.5 72.8 87.3 33.6 33.0 33.3 32.0 2400 32.3 32.6 73.3 88.8 33.5 32.9 33.4 32.1
| |
| | |
| I TABLE 19 HOURLY WATER TEMPERATURE ( F) DATA, QUAD-CITIES STATION, FEBRUARY 19, 1980 Cooling Canal Cold Downstream Sensors Time Upstream Intake End Discharge A B C D 0100 32.3 32.5 73.0 87.5 33.5 32.1 33.2 32.0 I 0200 0300 0400 32.3 32.2 32.2 32.8 32.5 32.6 72.3 73.0 73.3 84.8 84.2 84.5 33.4 33.5 33.5 32.8 33.0 32.5 33.4 33.5 33.4 31.9 31.8 31.8 0500 32.2 32.5 72.8 84.5 33.6 32.2 33.3 31.8 0600 32.2 32.6 69.9 83.7 34.0 32.8 33.9 31.8 0700 32.2 32.5 68.3 82.0 33.5 32.2 33.2 31.8 0800 32.2 32.5 67.7 84.0 33.6 32.4 33.3 31.8 0900 32.0 32.6 65.7 84.6 33.6 32.1 33.4 32.0 1000 32.0 32.6 65.4 83.3 33.6 32.4 33.0 32.0 1100 32.2 32.7 66.2 84.1 33.7 32.3 33.3 32.2 1200 32.4 32.7 66.8 84.4 33.6 33.0 33.1 32.3 1300 32.4 32.9 66.8 84.6 33.7 32.7 33.6 32.4 1400 32.5 32.9 66.7 84.2 33.5 32.8 33.4 32.5 1500 32.3 32.8 67.4 84.8 33.6 32.8 33.5 32.6 1600 32.2 32.8 68.4 85.5 33.4 32.2 33.4 32.6 1700 32.2 32.8 68.1 85.7 33.5 32.4 33.4 32.5 1800 32.2 32.7 67.9 85.3 33.5 33.0 33.4 32.6 1900 32.2 32.7 68.' 85.8 33.5 32.4 33.2 32.7 2000 32,3 32.7 68.4 85.9 33.6 33.0 33.5 32.7 2100 32.3 32.6 68.3 85.6 33.6 32.8 33.4 32.6 l 2200 32.3 32.7 68.7 85.8 33.6 32.9 33.2 32.7 I 2300 2400 32.3 32.2 32.6 32.6 68.9 68.5 86.0 85.4 33.6 33.6 32.8 32.8 33.0 33.1 32.6 32.6
| |
| | |
| TABLE 20 HOURLY WATER TEMPERATURE ( F) DATA, QUAD-CITIES STATION, FEBRUARY 20, 1980 Cooling Canal Cold Downstream Sensors Time Upstream Intake End Discharge A B C D 0100 32.3 32.6 69.2 86.2 33.6 32.9 33.0 32.6 0200 32.4 32.5 69.3 86.2 33.6 33.1 33.1 32.5 0300 32.5 32.5 69.3 86.3 33.6 32.7 33.1 32.4 0400 32.5 32.5 69.5 87.0 33.5 33.0 33.2 32.3 0500 32.6 32.5 69.5 86.7 33.5 33.0 33.1 32.3 0600 32.4 32.4 09.5 86.6 33.6 33.2 33.1 32.2 0700 32.4 32.4 69.7 86.3 33.6 33.2 33.2 32.2 0800 32.5 32.5 69.7 86.5 33.6 33.3 33.2 32.3 0900 32.3 32.3 69.7 87.0 33.6 33.2 33.2 32.3 1000 32.1 32.4 69.8 86.7 33.6 32.7 33.1 32.7 E 1100 32.1 32.6 69.8 86.3 33.7 32.8 33.2 32.7 g 1200 32.2 32.7 69.9 87.0 33.7 32.8 33.3 33.0 1300 32.3 32.8 70.0 86.9 33.7 32.9 33.3 33.1 1400 32.3 32.8 70.0 87.1 33.7 32.4 33.3 33.1 1500 32.2 32.7 70.7 88.0 33.7 32.9 33.4 33.2 1600 32.3 32.8' 71.8 88.2 33.7 32.9 33.4 33.3 1700 32.3 32.7 73.0 89.0 33.7 33.1 33.3 33.3 1800 32.1 32.8 73.7 89.7 33.6 33.1 33.2 33.2 1900 32.1 37.7 73.8 89.4 33.5 32.9 33.2 33.2 2000 32.0 38.0 74.2 90.1 33.5 32.8 33.0 33.0 2100 32.0 32.6 74.1 90.0 33.5 32.7 33.1 33.1 2200 31.9 32.5 72.6 88.4 33.4 32.9 33.0 33.0
| |
| '2300 32.0 32.4 71 2 88.7 33.5 32.7 33.0 33.0 2400 32.0 32.4 72.2 88.6 33.5 32.7 33.0 33.0 I
| |
| | |
| 1 b
| |
| 4%% .
| |
| $A>
| |
| V@ imies sv tu rios %.k TEST TARGET (MT-3) l.0 5mE4 5lN E I.l E
| |
| " lWM .,
| |
| LA 1.25 IA 1.6
| |
| / , 6~ =
| |
| %> / 4%
| |
| +2;#[4),,
| |
| e t'd)[fd v
| |
| | |
| A b '
| |
| $g&
| |
| #+e+% . .e. ...<e 1,.
| |
| TEST TARGET (MT-3)
| |
| %'+4 l.0 gatu i gy SE 1 u if n2 .8 1.25 'l.4 1.6
| |
| / = 6" =
| |
| 4+<%
| |
| *kfi S++4 tk%;;;k
| |
| | |
| l TABLE 21 HOURLY WATER TEMPERATURE ( F) DATA, QUAD-CITIES STATION, FEBRUARY 21, 1980 i
| |
| Cooling l Canal Cold Downstream Sensors Time Upstream Intake End Discharge A B C D l
| |
| 0100 31.9 32.5 72.6 87.9 33.5 32.5 32.9 32.9 0200 32.0 32.6 72.8 89.0 33.5 32.6 33.1 33.0 0300 32.0 32.6 72.8 88.7 33.5 32.9 33.1 32.9 0400 32.0 32.5 72.8 89.4 33.5 32.8 33.1 32.9 0500 31.9 32.2 72.7 89.3 33.5 32.8 32.9 32.8 0600 31.9 32.3 72.0 88.0 33.5 32.5 32.8 32.8 0700 31.8 32.3 71.5 88.1 33.5 32.7 32.7 32.7 0800 31.8 32.3 71.2 88.1 33.4 32.7 32.7 32.6
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| , 0900 31.8 32.3 71.2 87.6 33.5 32.7 32.7 32.6 1000 31.9 32.4 71.2 87.1 33.4 32.6 33.0 32.1 1100 1I 26.4 32.4 71.4 87.0 33.1 28.0 31.2 33.1 1200 25.1 32.2 71.0 86.8 32.9 27.9 28.9 32.4 1300 24.7 32.3 71.0 87.0 33.0 28.2 28.9 32.6 1400 24.1 32.2 70.5 87.0 32.8 28.2 28.7 32.8 1500 23.8 32.2 70.0 86.7 32.7 28.2 28.7 32.7 1600 32.4 69.7 86.3 32.8 32.9 1700 32,5 69.3 85.8 32.9 33.0 1800 32.6 69.3 85.7 32.9 32.9 1900 33.2 69.0 85.3 33.0 33.0 2000 33.4 69.4 86.1 33.0 33.0 2100 33.6 69.8 86.0 33.0 33.0 2200 33.3 69.9 86.2 33.0 33.1 2300 33.6 69.9 86.2 32.9 33.1 2400 33.8 70.0 85.7 32.9 33.6 1 Heavy electrical thunderstorm activity. Data for sensors 1, 9, and 10 l voided until corrective action taken.
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| TABLE 22 HOURLY WATER TEMPERATURE ( F) DATA, QUAD-CITIES STATION, FEBRUARY 22, 1980 Cooling Canal Cold Downstream Sensors Time Upstream Intake End Discharge A B C D 0100 33.8 70.2 85.7 32.9 33.4 0200 34.0 70.4 86.1 32.9 33.2 0300 34.0 70.8 86.3 33.0 33.2 0400 34.1 71.3 87.2 33.0 33.3 0500 34.1 71.4 87.5 33.0 33.5 0600 34.2 71.5 87.6 32.9 33.6 0700 34.1 71.3 87.7 32.8 33.2 5
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| 3 0800 33.8 71.2 87.3 32.9 33.3 0900 33.0 70.8 87.0 33.2 32.5 1000 32.8 71.2 86.6 33.5 32.9 1100 32.9 71.9 86.9 33.6 32.8 1200 1# 34.2 33.0 71.9 87.9 33.6 33.4 36.0 32.5 1300 34.4 33.0 72.2 88.3 33.9 33.4 36.0 32.9 1400 34.4 33.0 72.2 88.1 34.1 33.3 36.0 33.3 1500 34.4 33.0 72.3 88.2 33.9 33.2 36.2 33.2 1600 33.9 33.0 72.3 88.3 33.7 33.2 36.0 32.7 1700 34.0 32.9 72.2 88.2 33.4 33.4 36.1 33.0 1800 34.2 32.9 72.2 88.2 33.7 33.2 36.0 32.9 1900 34.1 32.8 72.4 87.8 33.7 33.3 35.9 32.9 2000 34.1 32.8 72.8 88.6 33.6 33.3 35.9 32.8 2100 34.1 32.7 72.9 88.9 33.6 33.3 36.0 32.9 2200 34.1 32.7 72.8 88.7 33.6 33.5 35.9 32.8 2300 34.1 32.7 72.8 88.8 33.7 33.3 36.0 32.6 2400 34.1 3". 7 72.8 88.9 33.6 33.1 35.9 32.6 AI Sensors adjusted to ground truth data.
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| TABLE 23 l HOURLY WATER TEMPERATURE ( F) DATA, l QUAD-CITIES STATION, FEBRUARY 23, 1980 Cooling l Canal l Cold Downstream Sensors l
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| Time Upstream Intake End Discharge A B C D l ,
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| 0100 32.8 32.5 72.7 88.7 33.7 33.1 35.8 32.5 I 0200 0300 0400 34.1 34.2 34.3 32.8 32.8 32.8 72.6 72.3 72.4 88.5 88.2 88.6 33.6 33.6 33.5 33.1 33.2 33.1 35.8 35.7 35.7 32.4 32.3 32.3 0500 34.2 32.7 72.5 88.6 33.6 33.2 35.8 32.3 0600 34.3 32.7 72.2 88.3 33.6 33.2 35.8 32.2 0700 34.3 32.7 72.2 88.0 33.6 33.2 35.6 32.2 0800 34.3 32.8 72.0 88.3 33.7 33.1 35.7 32.2 0900 34.4 33.2 71.8 87.9 33.7 33.1 35.7 32.1 1000 34.5 33.0 71.7 87.3 33.7 33.0 35.6 32.1 1100 34.6 33.0 71.6 87.1 33.3 33.0 35.8 32.2 1200 34.6 33.0 71.4 87.8 33.8 33.0 35.7 32.2 1300 34.6 33.2 70.9 87.4 33.8 33.1 35.7 32.2 1400 34.6 33.0 70.5 87.3 33.7 33.1 35.6 32.2 1500 34.5 32.8 70.2 85.8 33.6 33.1 35.5 32.1 1600 34.5 32.8 69.8 85.9 33.7 33.0 35.4 32.2 1700 34.4 32.8 69.2 85.6 33.6 33.2 35.5 32.2 1800 34.5 32.7 68.7 85.6 33.6 33.0 35.5 32.2 g 1900 34.4 32.7 68.7 85.6 33.5 33.0 35.4 32.0 r3 2000 34.4 32.7 68.8 84.7 33.5 32.9 35.4 32.0 2100 34.4 32.7 68.7 85.5 33.5 33.0 35.5 31.9 2200 34.4 32.6 68.5 85.1 33.5 33.0 35.5 31.8 I 2300 2400 34.5 34.5 32.6 32.7 68.4 68.3 84.8 81.0 33.5 33.5 33.0 32.9 35.5 35.5 31.8 31.8
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| TABLE 24 HOURLY WATER TEMPERATURE ( F) DATA, QUAD-CITIES STATION, FEBRUARY 24, 1980 Cooling 3 Canal l Cold Downstream Sensors
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| [ Time Upstream Intake End Discharge A B C D 0100 34.5 32.8 68.2 74.0 33.6 32.8 35.3 32.1 0200 34.5 32.8 67.8 70.1 33.5 32.8 35.2 31.9 0300 34.5 32.8 67.7 67.8 33.5 32.8 35.2 31.9 0400 34.4 32.7 67.8 67.8 33.5 32.8 35.0 31.8 0500 34.5 32.7 67.8 68.2 33.5 32.8 35.0 31.8 0600 34.5 32.5 67.7 68.3 33.5 33.0 35.1 31.8 0700 34.4 32.5 67.1 68.4 33.5 33.0 35.1 31.9 5
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| 5 0800 34.6 32.6 64.5 68.8 33.5 33.1 35.2 32.0 0900 34.6 32.6 60,9 67.1 33.6 33.2 35.2 32.0 g 1000 34.7 32.8 59.1 65.7 33.8 33.2 35.2 32.0 g 1100 34.8 32.9 58.2 66.2 34.0 33.3 35.3 32.3 1200 34.9 33.3 58.7 67.6 34.2 33.4 35.3 32.5 1300 34.9 33.5 58.7 68.7 34,2 33.5 35.3 32.5 E 1400 34.9 33.4 58.8 69.0 34.2 33.5 35.3 32.7 5 1500 35.1 33.5 59.6 70.7 34.3 33.5 35.6 33.2 1600 35.2 33.6 58.9 70.6 34.2 33.6 35.6 33.3 1700 35.1 33.6 57.9 68.6 34.4 33.6 35.5 33.3 1800 35.0 33.5 57.6 66.4 34.2 33.4 35.3 33.2 l 1900 34.8 33. 57.5 65.3 34.0 33.4 35.2 33.1 2000 34.8 33.1 57.9 65.4 34.0 33.3 35.2 33.0 2100 34.6 33.0 58.9 66.0 34.0 33.2 35.0 32.9 l 2200 34.5 34.8 59.2 66.4 33.9 33.2 34.9 32.5 2300 34.6 34.7 59.4 67.0 33.8 33.2 34.9 32.5 2400 34.5 32.9 58.7 66.7 33.7 33.1 34.9 32.2 I
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| TABLE 25 HOURLY WATER TEMPERATURE ( F) DATA, QUAD-CITIES STATION, FEBRUARY 25, 1980 Cooling Canal Cold Downstream Sensors Time Upstream Intake End Discharge A B C D 0100 34.5 32.7 57.1 66.0 33.7 33.0 34.8 32.2 I 0200 0300 0400 34.5 34.5 34.6 32.8 32.8 32.7 56.8 55.3 55.0 64.8 63.4 63.2 33.7 33.5 33.6 33.2 33.0 33.0 34.9 34.9 3r.0 32.2 32.2 32.2 0500 34.5 32.6 55.1 63.0 33.7 32.9 34.9 32.2 0600 34.5 32.6 55.2 63.5 33.7 32.9 35.0 32.2 0700 34.5 32.3 54.7 62.9 33.7 33.0 35.0 32.0 0800 34.5 32.3 53.9 64.3 33.5 33.0 34.9 31.9
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| , 0900 34.2 32.0 52.5 64.5 33.4 32.7 34.5 31.5 1000 34.3 32.2 51.6 63.8 33.4 32.8 34.6 31.7 1100 34.6 32.2 50.9 64.8 33.5 32.9 34.8 31 8 1200 34.6 32.8 50.4 64.2 33.7 32.9 34.7 32.0 1300 34.6 33.5 50.3 64.8 33.8 33.1 34.9 32.2 1400 34.7 33.4 50.2 65.5 33.8 33.0 34.8 32.2 1500 34.5 33.4 50.5 65.6 33.8 33.0 34.8 32.3 1600 34.5 33.3 51.0 66.2 33.7 32.9 34.8 32.5
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| ! 1700 34.4 32.8 51.0 66.3 33.5 32.8 34.8 32.5 34.2 1800 32.2 50.8 66.3 33.1 32.7 34.6 32.2 l g 1900 34.1 32.0 50.6 66.2 33.4 32.7 34.6 32.2 g 2000 34.2 32.1 50.1 65.8 33.3 32.7 34.6 32.1 2100 34.2 32.2 50.2 66.0 33.2 32.7 34.6 31.9 2200 34.2 33.5 50.5 66.2 33.2 32.7 34.6 31.7 2300 34.2 32.4 50.7 66.5 33.2 32.6 34.6 31.7 2400 34.2 32.8 50.8 67.1 33.2 32.6 34.6 31.5 I
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| TABLE 26 HOUP.LY WATER TEMPERATURE ( F) DATA, QUAD-CITIES STATION, FEBRUARY 26, 1980 Cooling Canal Cold Downstream Sensors Time Upstream Intake End Discharge A B C D 0100 34.2 32.5 50.9 67.4 33.3 32.6 34.6 31.5 0200 34.2 32.6 51.0 67.6 33.3 32.7 34.6 31.4
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| , 0300 34.2 33.4 50.8 68.0 33.4 32.7 34.7 31.5 1 0400 34.2 33.5 50.8 68.1 33.4 32.7 34.6 31.4
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| ! 0500 34.2 33.6 51.0 68.6 33.4 32.7 34.6 31.4 0600 34.2 33.8 51.2 69.0 33.3 32.7 34.6 31.4 0700 34.2 32.4 51.4 68.1 33.2 32.7 34.6 31.6 0800 34.3 32.6 51.8 70.0 33.3 32.9 34.7 31.6 0900 34.3 32.5 52.0 70.2 33.2 32.7 34.8 31.6 1000 34.3 32.1 52.4 70.5 33.5 32.8 34.7 31.7 1100 34.4 33.5 52.9 71.2 33.5 32.8 34.9 31.7 1200 34.5 32.3 53.4 71.6 33.7 32.9 35.0 31.9 1300 34.3 32.3 54.2 72.7 33.7 32.9 35.0 31.9 1400 34.3 32.2 54.2 73.3 33.5 32.8 35.0 32.0 1500 34.3 32.2 54.7 73.7 33.5 32.9 34.9 32.0 1600 34.5 32.3 55.0 74.5 33.6 32.8 35.0 32.0 1700 34.5 32.2 55.5 74.3 33.6 32.8 35.0 31.9 1800 34.3 32.1 56.1 75.4 33.3 32.7 34.9 31.9 1900 34.2 32.0 56.7 76.0 33.2 32.7 34.9 31.7 2000 34.2 32.2 57.3 76.7 33.2 32.7 34.9 31.7 2100 34.1 32.2 58.2 77.4 33.1 32.5 34.9 31.7 2200 34.2 32.2 58.7 78.2 33.2 32.6 34.9 31.7 2300 34.2 32.2 59.4 78.7 33.2 32.5 34.9 31.7 2400 34.3 32.1 59.9 79.3 33.2 32.7 34.9 31.7
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| I TABLE 27 HOURLY WATER TEMPERATUh. ( F) DATA, QUAD-CITIES STATION, FEBRt- Y 27, 1980 Cooling l Canal l Cold Downstream Sensors l
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| Time Upstream Intake End Discharge A B C D 0100 34.3 32.3 60.2 80.2 33.2 32.5 34.9 31.6 0200 34.2 32.0 60.8 80.6 33.0 32.4 34.9 31.5 0300 34.3 35.9 61.1 80.5 33.1 32.5 34.8 31.4 0400 34.2 32.5 61.4 80.2 33.0 32.5 34.9 31.4 0500 34.2 35.6 61.7 81.8 33.0 32.5 35.0 31.4 0600 34.2 36.2 61.9 82.5 33.1 32.5 34.9 31.4 0700 34.2 36.2 62.2 82.7 33.0 32.5 34.9 31.4 0800 34.2 36.5 62.4 82.5 33.1 32.6 35.0 31.4 0900 34.3 37.0 63.0 82.8 33.1 32.7 35.0 31.5 1000 34.4 35.5 63.6 82.6 33.3 32.7 35.0 31.7 1100 34.6 37.0 64.2 83.3 33.4 32.9 35.2 31.9 1200 34.7 38.5 64.5 84.0 33.5 33.0 35.3 32.1
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| - 1300 34.7 37.7 65.2 84.2 33.8 33.0 35.4 32.3 1400 34.8 38.0 65.8 84.7 33.9 33.2 35.6 32.5 1500 34.8 37.7 66.1 84.9 33.9 33.2 35.6 32.6 1600 34.9 38.1 66.7 86.2 33.9 33.2 35.8 32.8 1700 34.9 37.9 66.9 86.5 34.0 33.3 35.8 32.8 1800 34.8 33.1 67.2 86.8 34.0 33.3 35.7 32.8 I 1900 2000 2100 34.7 34.7 34.7 36.2 32.8 36.5 67.8 68.1 68.2 87.1 87.4 87.9 33.9 33.7 33.7 33.2 33.2 33.1 35.7 35.7 35.7 32.8 32.8 32.7 2200 34.7 36.8 68.2 87.7 33.6 33.~6 35.6 32.6 2300 34.7 38.9 68.3 87.7 33.6 33.5 35.6 32.6 2400 34.8 37.8 68.6 87.8 33.7 33.4 35.6 32.5 I
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| TABLE 28 HCURLY WATER TEMPERATURE ( F) DATA, OLAD-CITIES STATION, FEBRUARY 28, 1980 Cooling Canal Cold Downstream Sensors Time Upstream Intake End Discharge A i B C D g
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| 3 0100 34.7 37.8 68.6 88.8 33.8 33.4 35.6 32.5 0200 34.7 38.8 68.7 88.0 33.7 33.2 35.7 32.3 0300 34.7 36.3 68.8 87.8 33.8 33.3 35.6 32.2 0400 34.8 32.8 68.8 87.9 33.8 33.3 35.7 32.1 0500 34.8 35.2 68.8 87.9 33.8 33.2 35.7 32.0 0600 34.7 35.0 68.8 87.8 33.8 33.1 35.7 31."
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| 0700 34.7 37.6 68.8 87.8 33.7 33.1 35.7 31. '
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| 0800 34.7 36.3 68.8 88.0 33.7 33.1 35.7 32.0 0900 34.7 35.0 68.7 87.8 33.7 33.2 35.7 31.9 g 1000 34.9 36.5 68.8 87.7 33.8 33.4 35.8 32.1 3 1100 35.0 32.7 68.8 87.3 34.0 33.2 35.8 32.2 1200 35.1 36.3 68.9 87.7 34.2 33.3 35.9 32.3 1300 35.2 39.9 69.1 88.0 34.2 33.5 35.9 32.7 1400 35.3 41.9 69.0 88.3 34.5 33.7 36.0 33.0 1500 35.3 40.5 68.8 88.6 34.5 33.8 36.0 33.2 1600 35.2 36.7 68.8 89.0 34.4 33.6 36.0 33.3 l 1700 33.8 35.4 68.7 89.3 34.3 33.5 36.0 33.3
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| ( 1800 33.5 39.3 68.7 89.2 34.0 33.3 35.9 33.2 1900 33.5 41.0 68.0 88.6 33.9 33.3 35.8 33.0 2000 33.4 37.2 68.0 88.5 33.6 33.1 35.7 32.9 2100 33.2 35.8 67.7 F8.2 33.5 33.0 35.5 32.7 2200 33.3 33.9 67.3 88.2 33.5 33.0' 35.5 32.5 2300 33.2 35.2 67.1 87.9 33.5 33.0 35.6 32.4 2400 33.3 34.8 66.9 87.7 33.5 33.0 35.5 32.0 I
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| I TABLE 29 HOURLY WATER TEMPERATURE ( F) DATA, QUAD-CITIES STATION, FEBRUARY 29, 1980 I Cooling Canal Cold Downstream Sensors Time Upstream Intake End Discharge A B C D 0100 33.2 35.4 66.4 87.7 33.3 32.9 35.3 31.9 0200 33.2 35.5 66.0 87.3 33.3 32.9 35.6 31.9 0300 33.2 37.2 65.6 86.7 33.3 32.9 35.4 31.8 0400 33.2 35.6 65.1 86.5 33.3 32.9 35.4 31.7 0500 33.1 35.8 64.4 85.6 33.3 32.8 35.3 31.7 0600 33.2 35.7 63.8 84.9 33.3 32.8 35.4 31.7 0700 33.2 35.7 63.2 84.5 33.3 32.9 35.4 31.7 0800 33.2 36.0 62.8 84.0 33.4 32.9 35.4 31.7 0900 33.2 35.9 62.8 84.0 33.5 33.0 35.5 31.7 1000 33.2 33.8 62.2 82.1 33.7 33.3 35.6 31.9 1100 33.2 35.3 61.9 82.8 33.7 33.2 35.7 31.9 1200 33.4 34.4 62.0 82.6 33.7 33.2 35.7 32.1 1300 33.5 32.7 62.2 82.3 33.8 33.2 35.8 32.2 1400 33.5 32.8 62.2 83.0 33.8 33.2 35.7 32.3 1500 33.4 34.5 62.2 83.7 33.7 33.2 35.7 32.3 1600 33.2 35.6 62.0 83.6 33.7 33.2 35.6 32.3 1700 33.2 35.1 61.9 83.4 33.6 33.4 35.5 32.3 1800 33.2 34.8 61.7 82.1 33.6 33.4 35.5 32.2 1900 33.1 34.1 61.3 82.4 33.4 33.3 35.4 32.1 2000 33.0 36.0 60.9 82.5 33.5 33.3 35.5 32.1 2100 33.2 34.7 61.2 82.2 33.6 33.2 35.4 "O l 2200 33.2 32.7 61.5 82.0 33.6 33.4 35.4 51 6 2300 33.2 32.3 61.8 82.5 33.7 33.1 35.4 < -
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| l 2400 33.2 33.3 61.5 82.8 33.7 33.0 35.5 31 3 I
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| I TABI.E 30 HOURLY WATER TEMPERATURE ( F) DATA, QUAD-CITIES STATION, MARClf 1, 1980 Cooling Canal
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| ! Cold Downstream Sensors Time Upstream Intake End Discharge A B C D 0100 33.2 34.2 61.4 82.7 33.5 33.0 35.7 31.8 0200 33.3 34.4 61.6 82.4 33.6 33.2 35.6 31.7 0300 33.3 35.3 61.1 82.2 33.6 33.5 35.4 31.7 0400 33.3 35.6 60 7 82.1 33.5 33.5 35.5 31.7 0500 33.3 34.8 60.4 81.9 34.9 33.4 35.4 -47 0600 33.2 34.6 60.3 81.7 4/
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| 33.3 35.5 0700 33.2 33.0 60.5 81.7 33.3 35.4 0800 33.2 34.1 60.4 81.6 33.1 35.3 0900 33.2 32.4 60.3 81.5 33.0 35.2 1000 33.2 32.2 60.2 81.5 33.1 35.2 i 1100 33.3 32.3 60.4 81.3 33.2 35.4 1200 33.4 32.4 60.9 81.7 33.3 35.5 -
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| 1300 33.4 32.6 61.6 81.8 33.4 35.6 1400 33.6 32.7 61.9 82.1 33.6 35.7 1500 33.6 32.7 62.3 82.7 33.6 35.8 1600 33.6 32.7 62.5 82.9 33.5 35.8 1700 '23.6 32.6 62.8 83.5 33.5 35.8 1800 33.4 32.5 63.1 83.6 33.4 35.7 1900 33.3 33.6 63.0 83.4 33.3 35.7 2000 33.3 35.0 63.0 83.5 33.3 35.7 2100 33.3 32.3 62.9 83.3 33.2 35.7 2200 33.3 32.2 63.0 83.3 33.3 35.5 2300 33.3 32.3 63.0 81.7 33.2 35.6 2400 33.3 32.2 63.0 78.2 33.3 35.6 b/ Sensor malfunction - no data
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| TABLE 31 HOURLY WATER TEMPERATURE ( F) DATA, QUAD-CITIES STATION, MARCH 2, 1980 I I Cooling Canal Cold Downstream Sensors Time Upstream Intake End Discharge A B C D 0100 33.4 32.1 62.8 76.3 33.3 35.5 I 0200 0300 0400 33.3 33.3 33.2 32.2 32.2 32.1 62.7 62.4 62.0 76.1 76.1 75.4 33.2 33.0 33.0 35.5 35.4 35.4 0500 33.1 32.0 61.6 75./ 33.0 35.2 0600 33.1 32.0 61.3 75.3 33.0 35.2 0700 33.1 32.0 59.5 75.0 33.0 35.2 0800 33.1 32.0 58.9 74.5 32.9 35.2 0900 33.1 32.0 57.5 73.0 32.8 35.3 1000 33.2 32.1 58.3 73.0 32.7 35.5 1100 33.2 32.2 58.5 74.3 32.8 35.5 1200 33.3 32.3 58.8 I 1300 1400 33.3 33.3 32.4 32.4 59.5 60.0 74.3 75.0 75.5 32.9 33.0 32.9 35.9 35.8 35.8 1500 33.3 32.4 59.9 76.1 32.8 35.9 I 1600 1700 1800 33.3 33.2 33.1 32.4 32.4 32.2 59.6 59.4 59.8 76.1 76.2 76.6 32.9 32.9 32.8 35.9 35.6 35.4
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| ' I 1900 2000 2100 33.1 33.1 33.0 32.2 32.2 32.0 60.0 59.8 60.0 76.8 77.0 76.7 32.9 32.7 32.7 35.6 35.4 35.5 2200 33.0 32.0 59.7 77.3 32.6 35.4 2300 33.0 31.9 59.5 77.3 32.7 35.4 2400 33.0 31.9 59.0 77.3 32.7 35.3 l
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| TABLE 32 HOURLY WATER TEMPERATURE ( F) DATA, QUAD-CITIES STATION, MARCH 3, 1980 Cooling Canal Cold Downstream Sensors Time Upstream Intake End Discharge A B C D 0100 33.0 31.9 58.9 77.3 32.7 35.3 0200 33.0 32.0 59.0 77.3 32.7 35.3 0:00 33.0 32.0 59.4 77.6 32.7 35.3 0400 33.0 32.0 59.4 77.8 32.7 35.3 0500 32.8 32.0 59.5 77.6 32.7 35.3 0600 32.9 32.0 59.8 78.5 32.7 35.2 0700 33.0 32.0 59.9 78.5 32.7 35.4 0800 33.0 32.0 60.0 78.7 32.7 35.3 0900 33.0 32.1 60.0 79.0 32.7 35.5 3 1000 33.1 32.1 59.8 79.0 32.8 35.5 3 1100 33.5 32.6 60.5 80.0 33.0 35.7 1200 33.6 32.7 60.8 80.4 33.2 35.8 1300 33.5 32.7 61.5 80.9 33.3 36.0 1400 33.7 33.0 62.6 81.7 33.0 36.1 1500 33.7 33.0 63.5 83.2 .' 3.3 36.1 1600 33.7 33.0 63.7 84.2 33.3 36.2 1700 33.6 32.9 64.0 83.9 33.3 36.1 1800 33.5 32.7 64.7 84.3 33.2 35.9 1900 33.4 32.5 65.2 84.7 33.0 35.9 2000 33.2 32.4 65.8 85.0 33.0 35.8 l 2100 33.1 32.3 66.4 85.7 32.9 35.8 l 2200 33.1 32.3 67.2 86.0 33.0 35.8 l 2300 33.1 32.2 68.1 86.5 33.0 35.8 ,j 2400 33.1 32.2 68.1 86.6 32.9 35.8 t1 l
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| I TABLE 33 HOURLY WATER TEMPERATURE ( F) DATA, QUAD-CITIES STATION, MARCH 4, 1980 Cooling
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| ; Canal l
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| Cold Downstream Sensors Time Upstream Intake End Discharge A B C D 0100 33.1 32.2 68.2 86.6 32.7 35.8 0200 33.1 32.2 68.3 80.2 32.7 35.8 0300 33.0 32.1 68.7 83.7 32.7 35.8 0400 33.1 32.1 69.0 86.3 33.0 35.9 0500 33.0 32.1 69.2 86.7 32.9 35.9 0600 33.1 32.2 69.5 87.2 33.0 36.0 0700 33.1 32.3 69.7 87.2 33.0 36.0 0800 33.2 32.5 69.7 87.8 32.9 36.0 I 0900 1000 1100 33.2 33.2 33.5 32.3 32.5 32.6 69.7 68.5 69.5 88.2 87.5 86.5 33.2 33.3 33.2 36.0 36.0
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| ',6 . 0 I 1200 1300 1400 33.3 33.6 33.6 32.7 32.8 33.0 70.5 71.2 71.5 88.0 88.7 89.0 33.2 33.3 33.5 36.0 36.2 36.4 1500 33.7 33.2 71.9 89.4 33.6 36.6 I 1600 1700 1800 33.6 33.6 33.4 33.2 33.1 33.0 71.9 71.8 71.2 89.2 89.6 89.5 33.5 33.6 33.2 36.5 36.1 36.1 I 1900 2000 2100 33.3 33.7 34.8 32.7 32.8 32.4 71.0 71.0 71.0 88.6 88.6 39.0 33.0 33.3 33.0 35.9 36.0 35.7 2200 33.1 32.4 71.0 88.9 32.9 35.9 I 2300 2400 32.5 32.5 32.2 32.2 70.8 70.6 88.6 88.5 32.7 33.0 36.0 36.0 l
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| TABLE 34 HOURLY WATER TEMPERATURE ( F) DATA, QUAD-CITIES STATION, MARCH 5, 1980 Cooling Canal Cold Downstrera Sensors Time Upstream Intake End Discharge A B ^^ C D 0100 33.0 32.2 70.5 88.4 32.9 36.0 I
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| 0200 32.7 32.2 70.1 88.1 32.9 36.1 0300 32.9 32.2 69.5 87.3 32.8 35.7 0400 33.2 32.2 68.9 87.2 32.8 35.8 0500 33.2 32.2 68.6 87.2 32.6 35.8 0600 33.2 32.2 67.8 86.: 32.7 35.7 0700 33.1 32.2 66.8 86.0 32.5 35.7 0800 33.2 32.2 66.2 85.0 32.5 35.5 0900 33.2 32.2 65.8 84.3 32.7 35.6 1000 33.2 32.2 65.1 84.1 32.8 35.7 1100 33.3 32.2 64.7 83.7 32.8 35.5 1200 33.5 32.4 64.6 83.6 33.1 35.6 1300 33.6 32.5 64.4 83.7 33.1 35.9 140C 33.7 32.7 64.3 83.3 33.2 36.0 1500 33.6 32.7 64.0 83.6 33.2 35.0 1600 33.6 32.7 63.4 83.3 33.2 35.9 1700 33.5 32.6 63.0 83.4 32.9 35.9 1800 33.3 32.4 62.8 82.9 32.7 35.7 1900 33.1 32.2 62.8 83.1 32.7 35.5 2000 33.0 32.2 62.5 82.8 32.6 35.5 ,
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| 2100 33.0 32.0 62.7 82.8 32.7 35.5 22C2 33.0 31.9 63.1 82.7 32.5 35.3 s 2300 33.1 31.9 63.4 83.0 32.9 35.5 2400 33.1 31.9 63.3 83.0 32.4 35.6 I
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| l TABLE 35 l
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| HOURLY WATER TEMPERATURE ( F) DATA, QUAD-CITIES STATION, 1
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| MARCH 6, 1980 l
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| CoolinF Canal Cold Downstream Sensors Time Upstream Intake End Discharge A B C D 0100 33.1 32.1 J3.3 83.3 32.4 35.6 I 0200 0300 0400 33.0 33.3 33.1 3z.0 32.0 32.1 63.4 63.7 63.8 83.2 83.3 83.6 32.3 32.6 32.6 35.6 35.6 35.5 0500 33.1 32.1 63.7 83.6 32.9 35.6 lI i
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| 0600 0700 33.1 33.1 32.1 32.1 62.9 64.2 84.0 84.3 33.0 33.0 35.6 35.5
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| ) 0800 33.1 32.1 64.5 84.4 32.6 35.8 l 0900 32.9 32.2 64.1 84.6 32.9 35.6 1000 33.0 32.3 64.2 84.2 32.5 35.6
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| . 1100 33.0 32.2 64.2 84.2 33.0 35.5 l 1200 33.1 32.4 64.5 84.3 33.0 35.8 l 1300 33.1 32.5 64.5 84.3 32.8 35.9 l 1400 33.2 32.6 65.0 84.7 32.9 36.0 1500 33.2 32.7 65.5 85.0 33.0 ?6.0
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| , 1600 33.2 32.6 66.1 85.2 33.3 36.0
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| ! 1700 33.4 32.7 66.5 85.6 32.8 36.1 1800 33.2 32.7 67.0 86.0 32.8 36.0 I 1900 2000 2100 33.3 33.2 33.1 32.6 32.6 32.6 67.4 67.8 67.8 85.7 86.5 86.4 33.1 32.9 32.5 36.0 36.1 36.1 2200 33.1 32.5 68.0 86.0 32.9 36.1 2300 33.1 32.4 68.1 86.1 33.0 36.2 2400 33.1 32.5 68.4 86.2 32.9 36.0 l
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| TABI.E 36 HOURI.Y WATER TEMPERATURE ( F) DATA, QUAD-CITIES STATION, MARCH 7, 1980 Cooling Canal Cold Downstream Sensors Time Upstream Intake End Discharge A B C D 0100 33.1 32.5 68.5 87.1 32.9 35.9 0200 33.2 32.5 68.8 87.2 32.9 36.1 E 0300 33.2 32.9 68.7 87.1 33.0 36.2 5 OA00 33.1 32.5 68.6 87.6 32.9 36 1 0510 33.1 32.4 68.5 87.6 33.0 36.0 0600 33.1 32.5 60.4 87.3 33.0 36.1 0700 33.0 32.4 68.1 87.2 33.0 35.9 0800 33.0 32.5 68.4 87.0 33.0 36.0 0900 33.0 32.3 68.2 87.2 33.0 36.0 1000 32.9 32.2 68.2 87.3 32.5 35.8 1100 33.0 32.3 68.2 86.9 32.9 35.8 1200 33.0 32.4 68.2 86.7 '
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| .3.0 35.8 1300 33.1 32.5 68.0 87.0 32.9 35.8 1400 33.1 32.5 67.8 86.3 32.7 35.8 1500 33.2 32.6 67.8 86.7 33.0 36.0 1600 33.1 32.5 67.7 86.2 32.9 36.0 1700 33.2 32.6 68.2 86.5 32.9 36.0 1800 33.1 32.6 68.1 86.7 32.9 36.0 1900 33.1 32.5 68.1 86 3 33.0 36.0 g 2000 33.1 32.5 68.5 82.0 33.1 36.1 g 2100 33,2 32.5 68.4 82.0 33.0 36.0 2200 33.1 32.6 68.6 82.0 33.0 36.1 2300 33.0 32.5 68.5 82.1 33.0 36.0 2400 33.0 32.5 68.5 82.0 33.0 36.0 I
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| I TABLE 37 HOURLY WATER TEMPEIATURE ( F) DATA, QUAD-CITIES STATION, MARCH 8, 1980 Cooling Canal Cold Downstream Sensors Time Upstream Intake End Discharge A B C D 0100 33.0 32.4 68.5 87.0 32.8 36.0
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| ; C200 33.0 32.4 68.6 86.9 32.6 36.1 l 0300 33.0 32.3 68.2 86.7 32.9 35.9 l
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| 0400 33.0 32.3 68.3 86.5 32.9 35.9 E 0500 33.1 32.3 68.2 86.3 32.7 36.0 g 0600 33.1 32.3 68.2 86.6 32.8 36.1 0700 33.1 32.3 68.4 87.1 33.1 36.1 0800 33.1 32.3 68.5 86.7 32.8 36.0 0900 33.2 32.3 68.4 86.7 32.8 36.0 1000 33.2 32.3 68.7 86.5 33.1 36.0 l 1100 3'; . 5 32.6 68.7 85.5 32.8 36.1 l 1200 33.6 32.8 68.7 83.6 33.3 36.4 l 1300 34.0 33.2 68.8 82.7 33.4 36.4 1400 34.1 33.4 68.7 82.6 33.5 36.4 l 1500 34.2 33.6 68.7 82.7 33.8 36.5 I 1600 1700 1800 34.0 33.8 33.6
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| '1.8 33.7 33.5 68.3 68.2 67.9 82.7 82.8 82.5 33.3 33.7 33.4 36.6 36.7 36.6 h 900 33.4 33. 67.5 82.7 33.0 36.3 1
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| 5 2000 33.3 32.9 66.8 82.3 33.0 36.1 l
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| 2100 33.2 32.4 65.3 81.1 32.9 35.9
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| .2200 33.1 32.3 65.0 80.8 32.5 36.0 I .2300 2400 33.0 33.0 32.2 32.1 64.9 64.7 80.4 80.2 33.2 32.8 36.0 35.7 I
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| I TABLE 38 HOURI,Y WATER TEMPERATURE ( F) DATA, QUAD-CITIES STATION, MARCH 9, 1.980 Cooling Canal Cold Downstream Sensors Time Upstream Intake End Discharge A B C D 0100 33.0 32.1 64.6 77.2 32.6 35.9 0200 32.9 32.1 64.6 77.2 32.9 35.6 E 0300 33.0 32.1 64.6 78.0 32.4 35.8 3 0400 32.9 32.1 64.5 78.1 32.3 35.6 0500 32.9 32.0 64.0 77.9 32.4 35.7 0600 32.9 32.1 63.6 78.4 32.3 35.6 0700 32.9 32.1 63.2 78.7 32.3 35.5 0800 32.9 32.1 63.1 78.9 32.7 35.6 0900 33.0 32.2 62.7 79.0 32.5 35.6 E 100s 33.1 22.3 62.2 79.3 32.8 35.6 3 1100 33.3 32.5 62.7 82.7 32.8 35.8 1200 33.3 32.7 63.2 83.7 32.8 35.9 1300 33.4 35.5 63.5 84.8 33.3 35.8 1400 33.4 33.6 63.9 84.8 33.0 35.9 1500 33.4 33.1 64.7 85.7 33.3 35.9 1600 33.5 33.6 65.6 86.5 33.0 36.0 1700 33.5 33.2 65.8 87.2 33.6 33.0 1800 33.4 33.0 67.J 86.7 33.2 36.4 1900 33.4 32.9 68.8 87.1 33.1 36.4 2000 33.2 32.7 69.8 88.6 33.4 36.3 2100 33.2 32.7 70.3 89.2 32.9 36.2 2200 33.2 32.5 70.6 89.5 33.2 36.2 2300 33 2 32.5 71.0 90.1 33.0 36.1 L400 33.1 34.8 71.2 90.5 32.9 36.0 4
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| TABLE 39 HOURLY WATER TEMPERATURE ( F) DATA, QUAD-CITIES STATION, MARCH 10, 1980 l
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| I I Cooling Canal Cold Downstream Sensors Time Upstream Intake End Discharge A B C D l 0100 33.1 39.5 71.3 91.2 32.7 36.1 0200 33.1 38.3 71.0 90.9 32.9 36.0 0300 33.1 32.3 71.4 90.8 33.0 36.1 0400 33.0 33.2 71.9 91.4 32.9 36.2 0500 33.0 32.4 72.3 91.3 32.8 36.0 l
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| 0600 33.0 36.0 72.5 91.1 32.6 36.1 0700 33.1 32.3 72.4 90.9 32.8 35.9 0800 33.1 32.3 72.8 93.8 32.8 36.0 l
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| I 0900 1000 1100 33.1 33.4 33.5 32.5 32.7 32.8 72.8 72.3 71.4 90.7 90.1 87.3 32.8 33.5 33.1 36.0 36.0 36.1 1200 33.7 33.1 70.8 85.2 33.2 36.0 1300 33.8 33.2 69.3 85.7 33.5 36.0 1400 33.9 33.3 67.2 84.3 33.2 36.1 l 1500 33.8 33.3 65.2 81.9 33.4 36.2 l3 1600 2/ 33.8 33.2 63.8 81.1 33.2 33.2 iE 1700 33 7 32.9 <2.7 80.3 33.4 33.3 1800 33.6 32.6 61.6 78.7 33.1 33.2 1900 33.4 32.2 60.8 79.2 32.8 32.9 2000 33.1 31.9 59.9 78.2 32.8 33.0 2100 33.1 31.8 59.3 77.6 32.7 32.7 2200 33.0 31.9 59.3 77.7 32.5 32.6 I 2300 2400 33.1 33.0 31.8 31.8 58.9 58.5 78.2 79.2 32.6 32.5 32.6 32.6 U Instruments zeroed to ground truth data.
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| TABLE 40 HOURLY WATER TEMPERATURE ( F) DATA, QUAD-CITIES STATION, MARCH 11, 1980 Cooling Canal Cold Downstream Sensors Time Upstream Intake End Discharge A B C D 0100 33.0 31.8 58.7 76.7 32.4 33.6 0200 33.0 31.8 58.7 58.2 33.1 33.3 0300 33.0 31.8 58.2 57.2 33.2 33.4 3
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| 3 0400 32.9 31.1 57.7 57.0 32.8 33.3 0500 32.8 31.1 57.8 57.3 33.1 33.2 0600 33.0 38.0 58.5 64.3 32.4 31.9 0700 33.0 39.3 59.6 80.2 32.4 32.9 0800 33.0 32.6 59.6 79.5 32.5 32.8 0900 33.2 32.1 52.0 75.6 32.9 32.9 E 1000 33.3 32.2 49.0 71.4 33.0 32.9 W l 1100 33.5 32.5 48.5 70.7 33.1 32.9 1200 33.7 32.9 49.2 69.3 33.2 33.1 1300 33.8 33.1 50.0 69.7 33.5 33.4 1400 34.0 33.i 60.7 73.9 33.8 33.4 1500 34.0 33.3 64.5 80.6 33.6 33.7 1600 34.1 33.5 64.3 81.2 33.9 33.8 I
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| 1700 34.0 33.4 61.8 80.0 33.5 33.5 1800 33.8 33.2 60.0 78.5 33.6 33.6 1900 33.7 33.2 59.3 77.6 33.5 33.4 g 2000 33.5 32.9 58.6 75.2 33.2 33.2 g 2100 33.5 32.8 58.6 73.4 33.1 32.9 l
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| 2200 33.4 32.7 61.1 73.9 33.0 32.8 2300 33.3 32.6 64.9 77.7 33.0 32.8 2400 33.2 32.5 64.0 77.2 32.9 32.7 i
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| I TABLE 41 HOURLY WATER TEMPERATURE (*F) DATA, QUAD-CITIES STATION, MARCH 12, 1980 Cooling Canal
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| ( . Cold Downstream Sensors Time Upstream Intake End Discharge A B C D 0100 33.3 32.5 63.3 77.0 32.9 32.6 0200 33.2 32.5 62.1 75.4 32.8 32.4 0300 33.2 32.5 61.2 75.4 32.8 32.5 0400 33.2 32.5 59.8 74.8 32.6 32.4 0500 33.0 32.4 58.0 73.9 32.7 32.6 I 0600 0700 33.0 33.0 32.4 32.2 57.0 57.5 73.3 72.8 32.6 32.6 32.4 32.3 0800 33.0 32.3 57.3 73.3 32.8 32.4 I 0900 1000 1100 33.0 33.2 33.2 32.3 32.5 32.7 57.2 56.7 56.5 74.2 75.2 74.5 32.8 32.8 32.9 32.3 32.4 32.6 1200 33.3 32.9 56.6 73.6 33.0 32.8 i
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| I 1300 1400
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| . 33.5 33.6 33.2 33.3 56.4 56.4 73.6 74.8 31.4 b 33.4 33.1 33.0 33.0 1500 33.8 33.6 57.1 75.4 31.4 33.3 33.3 l 1600 34.0 33.8 57.8 75.4 31.6 33.5 33.5 1700 33.9 33.7 58.6 76.9 31.6 33.6 33.5 1800 33.7 33.6 58.8 77.0 31.5 33.6 33.4 1900 33.7 33.5 58.2 76.9 31.4 33.5 33.5 2000 33.7 33.3 58.2 76.7 31.4 33.4 33.4 2100 33.6 33.2 58.2 76.0 31.3 33.5 33.4 2200 33.7 33.1 58.6 76.0 31.3 33.5 33.3 2300 33.7 33.1 59.0 76.7 31.3 33.4 33.4 2400 33.6 33.0 59.8 78.3 31.8 33.3 33.3 U Sensor repaired by I.M. , however, data not valid until ground ' ith data is obtained.
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| I TABLE 42 HOURLY WATER TEMPERATURE ( F) DATA, QUAD-CITIES STATION, MARCH 13, 1980
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| , Cooling i
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| Canal Cold Downstream Sensors Time Upstream Intake End Discharge A B C D 0100 33.6 33.0 60.3 76.0 31.3 33.3 33.2' 0200 33.6 33.0 60.8 74.5 31.2 33.3 33.2 0300 33.6 33.0 60.8 74.0 31.2 33.3 33.2 E
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| m
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| ! 0400 33.6 33.0 60.5 74.0 31.3 33.3 33.0 j 0500 33.6 32.9 60.3 74.8 31.2 33.3 33.2 g 0600 33.6 32.9 60.3 75.5 31.2 33.0 33.0 0700 33.6 32.8 60.5 75.7 31.2 33.3 33.2 g
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| 0800 33.6 32.8 61.0 75.8 31.2 33.5 33.2 0900 33.6 32.8 60.8 75.2 31.1 33.4 33.3 l 1000 33.5 33.1 60.7 75.9 31.1 33.2 33.2 l 1100 33.6 33.0 60.2 75.7 31.2 33.3 33.3 l 1200 33.7 33.1 60.2 75.8 31.2 33.3 33.2 1300 33.8 33.2 60.4 76.5 31.4 33.3 33.3 1400 33.6 33.3 60.9 77.2 31.5 33.6 33.6 1500 33.5 33.4 61.3 78.1 31.6 33.7 33.6 l 1600 33.9 33.3 61.2 80.0 31.6 33.4 33.4 1700 34.0 33.3 61.5 81.0 31.5 33.3 33.7 1800 33.8 33.2 61.3 80.8 31.5 33.5 33.6 1900 33.6 33.0 61.1 81.3 31.2 33.3 33.5 E 2000 33.5 32.8 61.5 81.2 31.1 33.2 33.3 2100 33.3 32.7 62.2 81.5 31.0 E
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| i 33.0 33.2
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| ! 2200 33.2 32.6 62.5 82.0 30.9 33.2 33.3 2300 33.4 32.5 63.3 82.8 30.9 33.3 33.3 2400 33.3 32.5 64.3 83.5 30.9 33.1 33.1 l
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| 1 TABLE 43 HOURLY WATER TEMPERATURE ( F) DATA, QUAD-CITIES STATION, MARCll 14, 1980 l
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| Cooling Canal l Cold Downstream Sensors Time Upstream Intake End Discharge A B C D 0100 33.3 32.5 64.7 83.8 30.8 32.8 33.0 0200 33.3 32.5 64.8 84.5 30.8 33.2 I 0300 0400 33.3 33.3 32.5 32.6 64.9 64.9 84.3 84.3 30.8 30.7 33.1 33.2 32.9 33.1 33.2 0500 33.3 32.4 65.2 84.7 30.9 33.0 33.0 0600 33.3 32.4 65.9 83.7 30.8 33.0 33.2 0700 33.3 32.4 65.7 84.5 30.7 33.2 33.2 0800 33.3 32.4 66.0 85.1 30.9 33.0 33.2 33.3 32.6 66.7 86.2 I 0900 1000 1100 33.6 33.9 32.8 33.1 67.2 67.8 86.8 86.7 31.0 31.2 31.5 33.4 33.6 33.9 33.2 33.3 33.5 1200 33.9 35.0 68.2 87.2 31.7 33.9 33.5 1300 34.2 35.8 68.7 88.7 31.9 34.0 33.7 1400 34.3 34.4 7'0.0 89.1 32.2 30.1 E 33.8 1500 34.3 34.4 71.0 89.4 32.3 34.0 34.0 I 1600 1700 1800 34.7 34.5 34.2 34.8 34.8 35.1 71.8 72.5 72.7 90.2 90.6 90.7 32.4 32.4 32.2 30.8 31.2 31.7 34.2 34.3 34.2 1900 34.0 35.0 72.8 90.3 31.9 31.9 33.9 I 2000 2100 2200 33.8 33.6 33.3 34.3 35.7 33.1 73.2 73.1 72.9 91.2 90.5 88.9 31.6 31.4 31.1 31.8 31.5 31.2 33.9 33.6 33.5 2300 33.3 32.8 72.5 86.7 31.0 31.3 33.3 l 2400 33.3 32.8 72.3 86.5 30.9 30.8 33.2
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| -! Probable sensor malfunction data not used in calculating af ter 1300 hrs.
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| TABLE 44 HOURLY WATER TEMPERATURE ( F) DATA, QUAD-CITIES STATION, MARCH 15,1980 Cooling Canal Cold Downstream Sensors Time Upstream Intake End Discharge A B C D 0100 33.3 32.7 72.2 86.7 30.9 N 33.2 0200 33.2 32.7 71.7 86.2 30.8 33.0 0300 33.1 32.7 71.5 86.2 30.8 33.1 0400 33.2 32.8 71.4 85.8 30.8 32.9 0500 33.1 32.7 71.2 85.5 30.8 33.1 0600 33.1 32.7 70.0 85.2 30.7 33.0 0700 33.2 32.8 69.0 84.5 30.7 32.9 0800 33.2 32.8 68.7 83.9 30.8 32.9 0900 33.2 32.8 68.7 83.9 30.9 32.9 1000 33.4 33.1 69.1 83.8 31.0 33.1 1100 33.6 33.6 69.6 83.9 31.4 33.2 1200 33.8 34.0 70.0 84.2 31.7 33.4 1300 34.2 34.7 70.7 85.5 32.0 33.4 1400 34.3 35.0 71.3 88.3 32.2 33.5 1500 34.3 37.2 71.7 88 ? 32.3 33.8 1600 34.5 35,7 72.1 89.6 32.3 34.0 1700 34.4 35.7 72.5 90.2 32.4 34.0 1800 34.3 35.3 72.6 90.2 32.2 33.8 1900 34.1 41.3 72.9 89.6 32.0 33.6 g 2000 34.0 34.3 73.1 90.5 31.9 33.6 g 2100 33.8 34.2 74.3 90.7 31.6 33.3 2200 33.7 33.9 74.8 91.3 31.5 33.2 2300 33.7 37.8 74.8 90.6 31.6 33.7 2400 33.7 36.0 74.8 87.5 31.4 34.0 N Sensor malfunction - no data.
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| TABLE 45 HOURI.Y WATER TEMPERATURE ( F) DATA, QUAD-CITIES STATION, MARCH 16, 1980 I Cooling Canal Cold Downstream Sensors Time Upstream Intake End Discharge A B C D 0100 34.0 33.7 74.7 83.3 31.6 33.7 0200 33.9 34.6 74.3 87.2 31.7 33.8 0300 33.9 33.9 74.3 86.0 31.7 33.8 0400 34.1 37.3 74.7 86.9 31.8 33.8 0500 34.1 35.8 75.0 88.5 31.9 33.6 3600 34.1 40.0 75.0 88.9 31.9 33.2 0700 34.1 34.5 73.5 88.5 31.8 33.4 0800 34.0 34.2 73.4 88.2 31.8 33.3 I 0900 1000 1100 34.0 35.9 34.4 34.0 40.1 34.1 73.2 72.5 73.0 87.7 88.2 88.0 31.7 31.7 31.7 33.7 33.7 33.5 1200 33.9 36.2 73.8 89.0 31.6 33.3 1300 33.9 40.2 74.4 89.9 31.6 33.4 1400 33.9 37.7 74.8 90.7 31.7 33.4 1500 34.1 37.0 74.9 90.7 31.9 33.3 1600 34.2 34.7 75.1 90.6 32.0 33.2 1700 34.1 34.5 75.7 90.2 32.0 33.3 1800 34.2 34.5 75.5 90.2 32.0 33.3 1900 34.3 34.5 75.5 89.2 32.1 33.2 2000 34.2 34.3 75.5 89.7 32.1 33.3 2100 34.2 34.1 75.3 89.9 32.1 33.4 2200 34.2 33.9 74.7 88.4 32.1 33.5 I 2300 2400 34.3 34.4 33.8 33.6 74.1 73.3 87.3 86.4 32.1 32.0 33.5 33.4 I
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| TABLE 46 HOURIX WATER TEMPERATURE ( F) DATA, QUAD-CITIES STATION, MARCH 17, 1980 Cooling Canal Cold Downstream Sensors Time Upstream Intake End Discharge A B C D 0100 34.3 33.5 72.7 86.2 32.2 33.4 0200 34.3 33.6 72.2 86.0 32.0 33.2 0300 34.3 33.5 71.7 85.9 32.1 33.1 0400 34.5 33.8 71.5 84.6 32.2 33.0 0500 34.5 33.9 71.7 86.9 32.2 33.1 0600 34.0 33.5 70.7 87.4 32.2 32.8 0700 33.9 33.4 69.8 87.2 31.3 32.5 0800 33.9 33.4 69.2 86.7 31.3 32.5 0900 33.8 33.3 68.9 86.3 31.3 32.4 1000 33.7 33.3 68.7 86.5 31.2 32.4 1100 33.7 33.5 68.4 86.0 31.2 32.3 1200 33.9 33.8 68.4 85.9 31.2 32.4 1300 33.9 33.9 69.1 86.7 31.7 32.5 1400 34.4 34.4 69.5 87.2 32.1 33.0 1500 34.6 34.5 69.4 86.8 32.3 1 33.2 1600 34.7 34.3 69.4 86.9 32.4 33.2 1700 34.7 34.2 69.5 86.6 32.4 33.1 1800 34.5 34.0 64.3 86.3 32.3 33.1 1900 34.5 34.0 68.8 86.7 32.2 33.1 g 2000 34.4 33.8 69.0 86.5 32.1 33.0 g 2100 34.3 33.6 69.? 86.5 32.1 32.9 2200 34.1 33.6 69.3 86.4 31.8 32.8 2300 34.0 33.5 69.4 86.7 31.8 32.7 2400 34.0 33.4 69.5 86.8 31.6 32.7
| |
| ; 2/ #8 adjusted to ground truth, found temperatures were accurate, i.e. ,
| |
| l temperatures retroactive to 3/12/80 are valid.
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| 1 I
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| I
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| l I
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| TABLE 47 HOURLY WATER TEMPERATURE ( F) DATA, QUAD-CITIES STATION, MARCH 18, 1980 Cooling Canal Cold Downstream Sensors j Time Upstream Intake End Discharge A B C D i
| |
| 0100 33.9 33.3 69.4 86.7 31.7 32.6 I 0200 0300 0400 33.8 33.7 34.5 33.3 34.4 34.2 70.0 70.0 70.1 86.3 86.7 87.2 31.6 31.2 31.2 32.7 32.5 32.3 0500 33.6 33.6 70.2 87.3 31.2 32.5 0600 33.4 32.9 70.2 86.9 31.2 32.3 ,
| |
| 0700 33.5 32.9 70.3 87.2 31.0 32.3 !
| |
| 0800 33.5 32.9 '0. 6 87.3 31.0 32.3 l I 0900 1000 1100 33.2 33.4 33.6 32.8 33.1 40.0 70.6 71.1 72.0 87.5 87.5 87.8 30.9 31.1 31.4 32.1 32.2 32.5 1200 34.2 34.2 72.7 89.1 31.8 32.9 1300 34.4 35.6 73.3 89.4 32.2 33.2 1400 34.8 35.6 73.8 89.7 32.4 33.5 1500 2/ 32.6 34.2 71.0 96.0 32.6 33.5 I 1600k/
| |
| 1700 1800 1900 1 2000 2100 2200 2300 j 2400 ;
| |
| l 2_/I nstrument zeroed to ground truth data.
| |
| b!Recorder turned off due to work at junction box.
| |
| I l l
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| I 1
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| l
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| | |
| lll l
| |
| TABLE 48 HOURI.Y WATER TEMPERAT 'RE ( F) DATA, QUAD-CITIES STATION, MARCH 19, 1980 Cooling Canal Cold Downstream Sensors Time Upstream Intake End Discharge A B C D 0100 0200 0300 0400 0300 0600 0700 0800 0900 31.8 33.2 71.1 93.5 32.8 33.1 1000 31.7 33.4 71.0 93.6 32.0 33.1 1100 31.8 33.5 71.1 95.2 32.0 33.2 1200 32.0 33.6 71.8 95.0 32.1 33.4 E 1300 32.0 33.9 72.0 95.7 32.2 33.4 g 1400 32.1 33.8 72.0 95.9 32.5 33.6 1500 32.3 34.1 72.0 96.0 32.6 33.6 1600 32.5 34.3 72.0 95.4 32.7 33.8 1700 32.6 34.? 71.7 94.7 33.1 33.9 1800 32.7 34.3 72.6 95.1 32.9 33.9 1900 32.6 34.2 73.0 95.5 33.1 33.9 32.7 3 2000 32.5 34.6 73.5 96.4 33.0 33.9 g 2100 38.3 73.7 96.7 32.9 33.7 2200 32.5 37.0 73.9 96.5 32.8 33.6 r 2300 32.4 33.7 73.5 96.7 32.8 33.6 2400 32.3 34.0 73.1 96.4 32.6 33.5 l
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| l I
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| II l TABLE 49 HOURI.Y WATER TEMPERATURE ( F) DATA, QUAD-CITIES STATION, MARCH 20, 1980 l
| |
| Cooling Canal Cold Downstream Sensors Time Upstream Intake End Discharge A B C D 0100 32.2 35.6 73.0 96.6 32.5 33.4 0200 32.2 34.2 73.4 96.4 32.4 33.3 0300 32.0 33.6 73.5 96.4 32.5 33.2 0400 31.9 34.2 74.0 96.7 32.1 33.2 0500 31.9 39.2 74.1 97.2 32.2 33.2 0600 31.8 37.5 74.2 97.3 32.1 33.2 0700 31.7 35.4 74.2 97.1 31.9 33.2 0800 31.7 34.7 74.5 97.0 32.0 33.0 0900 31.7 34.4 74.8 96.7 32.0 33.0 1000 32.0 33.9 74.9 97.2 32.1 33.2 1100 32.0 40.6 75.1 97.4 32.1 33.4 1200 31.9 36.2 75.6 98.0 32.1 33.4 1300 32.2 40.0 75.8 97.5 32.4 33.4 1400 32.3 35.5 75.6 97.7 32.5 33.4 1500 32.3 33.9 75.5 97.2 32.5 33.5 1600 32.3 33.8 75.2 96.5 32.5 33.4 1700 32.3 33.6 74.7 96.0 32.5 33.4 1800 32.3 33.7 74.5 95.8 32.6 33.4 1900 32.3 33.6 74.4 95.7 32.7 33.3 2000 32.1 33.5 74.2 95.5 32.6 33.4 2100 32.0 33.5 73.6 95.5 32.5 33.3 2200 31.9 33.2 73.3 94.8 32.5 33.2 2300 31.8 33.0 72.5 94.5 32.4 32.9 2400 31.7 32.9 72.1 94.6 32.4 32.9 I
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| | |
| TABLE 50 HOURLY WATER TEMPERATURE (*F) DATA, QUAD-CITIES STATION, MARCH 21, 1980 Cooling Canal Cold Downstream Sensors Time Upstream Intake End Discharge A B C D 0100 31.6 32.7 71.8 94.0 32.0 32.9 0200 31.4 32.6 71.3 93.5 32.0 32.7 0300 31.4 32.5 71.0 93.9 31.8 32.8 0400 31.3 32.3 70.8 94.1 31.8 32.8 0500 31.3 32.0 70.5 93.6 31.8 32.8 0600 31.2 32.3 70.0 93.6 31.8 32.8 0700 31.2 32.2 69.5 93.4 31.7 32.8 0800 31.2 32.2 69.3 93.6 31.7 32.9 0900 31.3 31.9 69.0 92.6 31.7 32.8 1000 31.3 33.1 68.8 93.0 32.1 32.9 1100 31.5 32.3 68.7 93.0 32.5 33.1 1200 31.8 33.0 68.7 92.8 32.6 33.4 1300 32.0 32.9 68.7 93.4 33.0 33.5 1400 32.2 33.2 68.7 93.1 33.0 33.7 1500 32.5 33.1 68.7 92.9 33.1 33.8 1600 32.6 33.1 68.3 92.4 33.5 33.8 1700 32.8 33.2 68.7 93.0 34.0 33.9 1800 32.9 33.5 68.9 92.9 34.9 33.9 1900 32.8 33.6 68.8 93.1 34.3 33.8 2000 32.6 13.2 68.6 93.0 34.7 33.6
| |
| * 2100 32.5 33.2 68.9 93.4 34.4 33.4 2200 32.3 33.2 68.8 93.1 33.0 33,4 2300 31.9 33.2 68.9 93.4 33.4 33.3 l 2400 31.4 32.9 68.7 93.3 32.1 32.9 l
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| l l
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| 1
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| | |
| r TABLE 51 HOURLY WATER TEMPERATURE ( F) DATA, QUAD-CITIES STATION, MARCH 22, 1980 Cooling Canal Cold Downstream Sensors
| |
| ! Time Upstream Intake End Discharge A B C D 0100 31.3 32.6 68.8 93.3 32.0 33.0 0200 31.3 33.2 68.8 93.2 32.1 33.0 0300 31.4 32.3 69.0 93.4 32.4 33.2 0400 31.3 32.4 68.7 93.3 32.1 33.6 0500 31.4 32.0 68.8 93.5 32.4 33.4 0600 31.6 32.4 68.9 93.5 32.7 33.3 0700 31.6 32.3 68.8 92.1 32.8 33.2 0800 31.4 32.2 68.8 92.5 32.7 33.1 0900 31.4 32.3 68.8 92.5 32.7 33.1 1000 31.4 32.4 69.0 92.7 32.5 33.1 1100 31.4 32.7 69.1 93.2 32.6 33.0 1200 31.7 33.5 69.2 93.3 33.1 33.2 1300 31.9 34.2 69.7 93.3 33.3 33.4 1400 32.1 33.3 69.4 72.7 33.5 33.3 1500 32.2 34.5 69.9 96.5 33.9 33.5 1600 S2.3 39.4 70.4 95.7 33.9 13.5 1700 32.3 39.3 70.4 95.2 34.1 33.6 1800 32.5 35.7 70.4 94.6 34.6 33.8 1900 32.4 35.7 70.3 93.6 34.1 33.9 2000 32.3 35.0 70.5 93.9 34.2 33.s 2100 32.3 34.8 62.3 92.0 34.3 33.9 2200 32.3 33.5 68.6 89.2 34.3 3's.9 2300 32.3 33.7 71.4 94.6 34.4 33.9 2400 32.3 34.0 70.8 93.2 34.4 34.1 I
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| 3
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| | |
| i TABLE 52 HOURLY WATER TEMPERATURE (*F) DATA, QUAD-CITIES STATION, MARCH 23, 1980 Cooling Canal Cold Downstream Sensors Time Upstream Intake End Discharge A B C D 0100 32.3 35.1 70.5 91.8 34.4 34.0 0200 32.3 36.3 70.0 91.8 34.5 33.9 0300 32.5 35.3 69.7 89.9 34.5 34.0 0400 32.6 34.7 67.7 89.4 34.6 34.0 0500 32.5 34.6 67.6 87.7 34.8 33.9 0600 32.5 33.8 69.8 89.0 34.7 33.6 0700 32.4 34.5 68.8 89.9 34.9 33.6 0800 32.3 34.0 68.8 89.8 34.6 33.4 m 0900 32.2 34.2 69.1 90.0 34.4 33.4 1000 32.2 33.6 69.0 89.9 34.5 33.2 1100 32.2 34.2 69.2 90.1 34.7 33.3 1200 32.2 33.7 68.8 90.0 34.6 33.3 1300 32.3 34.8 69.5 90.5 34.8 33.4 1400 32.4 34.0 70.7 91.3 36.5 33.5 1500 32.4 34.1 71.2 91.8 39.9 S! 33.5 1600 32.4 34.4 71.5 93.0 38.1 33.6 1700 32.4 34.6 71.5 93.1 39.1 33.6 1800 32.4 34.7 71.6 93.4 44.4 33.6 1900 32.3 34.5 71.5 93.8 42.1 33.6 2000 32.3 34.3 71.0 93.5 45.6 33.8 2100 32.3 33.7 70.5 92.5 45.9 33.9 2200 32.3 33.5 70.4 92.5 49.6 34.0
| |
| , 2300 32.5 33.5 70.3 92.8 50.0 34.0 1
| |
| 2400 32.5 33.5 70.0 92.7 41.9 34.0 SI Probable sensor malfunction data not used in calculations after 1400 hrs.
| |
| i
| |
| | |
| f TABLE 53
| |
| )
| |
| HOURLY WATER TEMPERATURE (*F) DATA, QUAD-CITIES STATION, MARCH 24, 1980 )
| |
| l Cooling Canal Cold Downstu am Sensors Time Upstream Intake End Discharge A B C D 0100 32.6 33.5 69.7 92.4 bl 34.1 I 0200 0300 0400 32.6 32.7 34.4 33.4 33.5 33.7 69.3 69.1 68.0 92.6 92.6 92.2 34.1 34.1 34.0 I 0500 0600 0700 34.6 34.2 34.0 33.7 33.8 33.8 67.4 67.0 66.8 91.5 90.8 91.0 34.5 34.4 34.3 0800 33.8 33.8 66.4 91.2 34.4 0900 33.6 33.2 65.8 91.4 34.0 1000 33.3 33.3 66.5 92.0 34.0 1100 33.5 33.5 66.6 92.3 34.2 1200 33.6 33.6 66.6 92.4 34.1 1300 32.9 33.8 66.4 92.0 34.0 1400 32.7 33.8 66.5 91.4 34.0 1500 32.7 33.8 66.5 91.3 34.0 1600 2/ 32.6 33.8 66.9 84.5 33.8 34.0 1700 32.7 33.8 67.2 84.6 33.4 34.0 1800 32.6 33.7 67.8 85.1 33.6 34.0 1900 32.6 33.8 68.1 85.5 33.6 33.9 2000 32.5 33.8 68.4 85.6 33.5 33.9 2100 32.5 33.6 68.4 85.5 33.5 33.9 2200 32.2 33.6 68.1 85.5 33.5 33.8 l 2300 32.3 33.5 68.5 85.4 33.5 33.9 2400 32.4 33.3 68.5 35.5 33.5 34.0 U Instruments zerced to ground truth data.
| |
| b! Sensor malfunction - no data.
| |
| l I !
| |
| 1
| |
| | |
| TABLE 54 l
| |
| HOURLY WATER TEMPERATURE ( F) DATA, QUAD-CITIES STATION, MARCH 25, 1980 Cooling Canal Cold Downstream Sensors Time Upstream Intake End Discharge A B C D 0100 32.4 33.5 68.6 85.7 33 5 34.0 0200 32.2 33.3 69.0 85 . ?' 33.5 34.0 0300 32.2 33.3 69.0 86.2 33.4 33.8 0400 32.1 33.2 68.9 85.9 33.2 33.7 0500 32.1 33.3 68.7 85.9 33.2 33.6 0600 32.0 33.4 68.6 86.0 33.4 33.5 0700 31.9 34.2 68.4 85.9 33.2 33.4 0800 32.0 33.2 68.5 85.7 33.3 33.5 0900 32.1 33.4 69.0 86.2 33.4 33.5 1000 32.1 33.5 69.5 86.1 33.5 33.5 1100 32.2 33.6 69.8 86.4 33.4 33.6 1200 32.4 34.5 70.2 87.7 33.5 33.5 1300 32.4 34.1 70.5 88.7 33.5 33.6 1400 32.6 33.8 70.9 81.6 33.6 33.4 1500 32.7 34.0 70.8 86.1 33.6 33.6 1600 32.7 34.2 71.0 87.6 33.6 33.6 1700 32.6 34.2 71.0 88.0 33.6 33.6 1800 32.5 34.5 71.0 87.7 33.6 33.6 1900 32.6 34.6 70.8 88.2 33.6 33.9 2000 32.6 35.0 71.3 88.5 33.5 34.2 2100 32.5 34.6 69.8 88.3 33.6 34.2 2200 32.6 34.0 63.1 83.7 33.7 34.2 2300 32.7 33.8 69.5 84.6 33.6 34.5 2400 32.8 33.6 70.2 87.0 33.7 34.6
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| | |
| l I
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| TABLE 55 HOURLY WATER TEMPERATURE ( F) DATA, QUAD-CITIES STATION, MARCH 26, 1980 Cooling i Canal i Cold Downstream Sensors Time Upstream Intake End Discharge A B C D 0100 32.9 33.5 70.0 87.0 33.8 34.5 I 0200 0300 0400 33.0 33.2 33.2 33.3 34.5 34.8 70.2 70.3 70.5 87.1 87.6 87.6 33.9 34.0 34e0 34.5 34.5 34.5 0500 33.1 34.6 68.7 87.5 34.0 34.2 0600 33.1 34.6 68.0 85.7 34.0 34.0 0700 33.1 34.6 69.9 86.6 34.0 34.1 0800 33.0 34.6 69.9 87.2 34.0 34.0 0900 33.1 34.7 70.2 87.5 34.0 34.0 1000 33.1 34.6 70.5 87.6 34.1 34.1 1100 33.1 34.7 70.6 87.7 34.1 34.2 1200 33.2 34.8 70.8 '37.9 34.1 34.1 1300 33.1 34.8 70.2 37.5 34.0 34.0 1400 32.2 34.8 70.3 87.5 34.0 34.0 1500 33.1 34.8 70.6 87.5 34.0 34.0 1600 33.1 34.8 70.8 87.5 34.0 34.1 1700 33.0 35.0 70.8 87.7 33.9 34.1 1800 33.0 34.6 70.8 87.5 33.9 34.3 1900 32.9 34.5 70.8 86.6 34.0 34.2 2000 32.9 34.5 70.6 86.4 34.0 34.3 l 2100 32.9 34.3 70 1 85.9 33.9 34.5 l 2200 33.0 34.3 70.0 85.2 34.0 34.6
| |
| ! 2300 33.1 34.2 69.9 85.3 34.0 34.7 l
| |
| 2400 33.2 34.3 70.3 85.3 34.0 34.8 1
| |
| i ;
| |
| V W
| |
| 9 9
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| 3 0
| |
| | |
| l I
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| TABLE 56 g i
| |
| g HOURLY WATER TEMPERATURE ( F) DATA, QUAD-CITIES STATION, MARCH 27, 1980 Cooling Canal Cold Downstream Sensors Time Upstream Intake End Discharge A B C D l 0100 33.5 34.5 70.0 86.6 34.3 35.0 l
| |
| 0200 33.5 34.5 69.9 87.0 34.4 35.0 0300 33.5 34.6 69.6 85.9 34.4 35.0 0400 33.6 34.7 69.6 85.4 34.4 35.0 OJ00 33.6 34.9 69.2 85.3 34.5 34.9 0600 33.5 34.7 69.0 84.9 34.4 34.6 l 0700 33.5 34.8 69.0 85.2 34.4 34.5 l 0800 33.5 34.7 69.2 85.4 34.4 34.5 l 0900 33.4 34.8 70.0 86.6 34.4 34.4 1000 33.5 34.8 70.0 87.5 34.5 34.5 1100 33.5 35.2 70.2 87.3 34.5 34.5 l
| |
| 1200 33.7 35.6 70.9 87.7 34.6 34.8 l 1300 34.0 35.8 71.4 87.8 34./ 34.9
| |
| ; 1400 34.1 36.2 72. 2 88.2 34.9 35.5 1500 34.3 36.5 73.0 89.0 35.1 35.4 1600 34.5 39.4 74.1 90.1 35.2 35.7 1700 34.6 37.9 74.8 90.7 -4/ 35.9 1800 34.5 37.6 75.0 90.8 35.8 l 1900 34.6 37.0 75.1 90.6 35.9 l 2000 34.6 37.5 75.0 90.8 36.0 2100 34.6 40.0 74.8 90.7 36.1 2200 34.7 39.8 74.9 90.9 36.5 2300 34.8 39.5 75.0 91.0 36.8 2400 35.0 39.1 75.2 9 ! .1 37.1 N Sensor malfunction - no data.
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| l I
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| | |
| I TABLE 57 HOURLY WATER TEMPERATURE (*F) DATA, QUAD-CITIES STATION, MARCH 28, 1980 Cooling Canal l Cold Downstream Sensors j Time Upstream Intake End Discharge A B C D 0100 35.4 39.5 75.2 91.5 37.4 0200 35.7 38.5 75.1 91.3 37.5 0300 35.9 39.2 75.0 91.0 37.4 0400 36.0 37.4 74.6 91.2 37.3 0500 36.2 39.0 74.5 92.0 37.2 I 0600 0700 0800 36.2 36.2 36.2 39.1 39.2 38.2 74.2 74.0 73.6 92.5 92.6 92.5 37.1 37.0 36.9 I~
| |
| 0900 1000 1100 36.4 36.2 56.4 39.2 39.2 40.4 73.3 73.0 72.6 90.4 90.0 89.5 36.9 36.9 36.9 1200 ;'6.5 40.4 72.6 89.5 36.9 1300 36.5 40.4 73.0 89.6 37.1 1400SI 39.4 40.7 73.0 89.7 38.9 bI 39.9 39.3 b/
| |
| 1500 39.5 40.0 72.8 89.9 38.9 39.9 39.4 g 1600 39.3 39.8 71.8 89.6 38.9 39.9 39.2 1700 39.4 40.0 71.5 86.9 38.9 39.9 39.4 l3 1800 1900 40.9 40.6 39.9 39.9 71.0 70.7 88.5 88.5 38.7 38.6 39.9 40.0 39.2 39.2
| |
| ! 2000 40.2 40.9 71.0 88.4 38.6 40.2 39.5 l 210n 39.4 40.6 71.0 88.9 38.5 40.3 39.6 220 39.3 40.6 71.2 88.9 38.6 40.4 39.7 2300 39.2 40.0 71.4 87.3 38.7 40.6 39.8 2400 39.5 39.0 71.2 85.4 38.8 40.6 39.9 l
| |
| SI Instruments zeroed to ground truth data.
| |
| 5 Sensor replaced and zeroed to ground truth.
| |
| l I
| |
| | |
| I TABI.E 58 HOURLY WAT? TEMPERATURE ( F) DATA, QUAD-CITIES STATION, MARCH 29, 1980 Cooling Canal Cold Downstream Sensors Time Upstream Intake End Discharge A B C D 0100 40.2 39.6 71.1 84.6 39.0 40.5 39.9 0200 40.1 40.6 71.4 82.6 39.1 40.5 39.9 0300 39.8 38.9 71.2 81.5 39.1 40.3 39.8 g 0400 39.5 39.4 71.2 81.6 39.2 40.3 39.8 E 0500 39.6 41.5 71.8 82.3 39.2 40.2 39.8 0600 39.6 39.2 71.5 82.5 39.1 40.2 39.6 0700 39.5 40.6 70.5 82.2 39.0 40.1 39.5 0800 39.5 39.9 69.8 81.9 38.9 40.0 39.3 0900 39.4 40.0 69.2 81.7 38.9 39.9 39.4 1000 39.3 40.8 68.5 81.0 38.8 39.8 39.3 3 1100 39.5 40.4 68.6 81.2 39.0 40.0 39.5 5 1200 39.7 41.6 69.2 81.5 39.1 40.2 39.7 1300 39.9 41.3 69.7 82.1 39.4 40.4 39.9 1400 40.1 41.7 70.0 82.1 39.5 40.5 40.1 ,
| |
| 1500 40.1 41.6 70.0 81.9 39.6 40.5 40.1 1600 40.0 40.4 70.1 82.0 39.7 40.7 40.2 1700 40.2 41.4 69.6 81.9 39.8 40.6 40.2 1800 40.2 42.0 69.5 82.5 39.8 40.6 40.2 1900 40.2 41.2 69.6 83.0 39.8 40.7 40.2 2000 40.0 41.8 69.6 82.9 39.5 40.7 40.1 2100 40.0 40.6 69.2 82.5 39.5 l.0. 7 40.1 2200 40.0 40.0 68.5 82.0 39.3 41.0 40.1 2300 39.8 39.4 67.8 81.2 39.4 41.2 40.5 2400 40.0 39.2 67.5 81.0 39.5 41.5 40.6 I
| |
| I
| |
| -)
| |
| | |
| I I
| |
| TABLE 59 HOLT.I.Y WATER TEMPERATURE ( F) DATA, QUAD-CITIES STATION, MARCH 30, 1980 Cou'i ,
| |
| l Canal l Co'.d Downstream Sensors Time Upstream Intake E .sd Discharge A B C D 0100 40.1 39.1 67.5 80.9 39.6 41.6 40.7 l 0200 40.2 39.1 67.2 81.5 39.7 41.5 40.8 l 0300 40.3 39.2 67.2 81.7 39.9 41.5 40.8 0400 40.4 39.o 66.8 82.2 39.9 41.4 40.7 0500 40.5 40.5 66.5 82.5 40.0 41.2 40.6 l
| |
| 0600 40.6 40.6 66.0 83.1 40.1 41.0 40.6 0700 40.7 40.5 65.6 83.2 40.0 41.0 40.5 0800 40.5 41.4 65.5 83.3 40.1 40.8 40.4 0900 40.4 40.4 65.6 82.5 40.0 40.8 40.3 1000 40.2 40.2 66.2 82.4 3c.s 40.6 40.2
| |
| , 1100 40.1 40.3 66.4 82.6 ,9 . 6 40.5 40.1 l 1200 40.0 40.2 66.4 82.9 39.6 40.6 40.0 l
| |
| * 1300 40.0 40.0 66.5 83.0 39.5 40.4 40.0
| |
| ! 1400 40.0 40.0 66.2 83.0 39.3 40.5 39.9 l 1500 39.9 39.9 65.8 83.0 39.3 40.4 39.9 1600 39.8 39.7 65.5 82.9 39.3 40.4 39.8 l 1700 39.8 39.4 65.2 82.6 39.1 40.2 39.7 l 1800 40.1 39.4 65.5 82.7 39.1 40.4 39.6 i
| |
| g 1900 40.8 39.4 65.8 83.2 38.9 40.4 39.5 i E 2000 40.5 39.2 65.9 83.2 38.8 40.4 39.5 2100 40.2 39.6 65.7 83.7 38.6 40.5 39.5 2200 39.9 38.9 65.C 83.6 38.5 40.7 39.8 2300 39.8 39.6 65.5 A1.6 38.5 40.7 39.8 2400 39.5 39.5 65.6 84.4 38.6 41.0 39.8 I
| |
| | |
| l' I
| |
| I TABLE 60 HOURLY WATER TEMPERATURE ( F) DATA, QUAD-CITIES STATION, MARCH 31, 1980 Cooling Canal l Cold Downstream Sensors i Time Upstream Intake End Discharge __,A B C D 0100 39.5 39.5 66.1 84.6 38.6 41.0 39.9 0200 39.4 39.6 66.5 84.9 38.6 40.8 39.9 0300 39.5 39.0 67.0 85.1 38.6 40.9 39.9 0400 39.1 38.6 67.2 86.0 38.9 40.7 40.1 0500 39.2 38.6 67.8 86.2 38.9 40.7 40.0 0600 39.5 39.2 68.1 87.0 38.9 40.5 39.9 0700 39.4 39.8 68.5 87.9 38.9 40.4 39.9 0800 39.4 39.4 68.7 88.9 38.8 40.2 39.7
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| , 0900 39.5 39.7 69.1 89.8 39.0 40.2 39.6 l 1000 39.6 39.3 69.6 90.2 39.0 40.3 39.7 l 1100 39.6 39.6 70.4 91.2 39.2 40.5 39.9
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| ; 1200 39.9 40.4 71.2 91.8 39.4 40.6 40.1 1300 39.6 41.3 71.1 91.1 39.4 40.3 39.9 1400 40.0 41.2 71.8 90.9 39.5 40.5 40.1 1500 40.1 41.5 72.6 91.6 39.7 40.7 40.3
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| ! 1600 40.4 41.0 73.6 92.7 40.0 41.0 40.5 1700 40.5 40.5 74.1 93.7 40.0 41.0 40.6 1800 40.6 40.6 74.5 94.0 40.0 41.0 40.6 1900 40.6 40.6 74.8 93.6 40.0 41.0 40.5 2000 40.5 40.5 74.9 93.0 39.9 41.0 40.4 2100 40.2 41.3 74.5 92.i 39.9 41.2 40.3 2200 40.1 41.9 74 2 93.0 39.9 41.4 40.5 2300 40.1 40.6 74.5 92.6 39.7 41.8 40.6 2400 40.2 40.6 74.9 92.7 39.8 42.0 40.9 l
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| TABLE 61 HOURLY WATER TEMPERATURE (*F) DATA, QUAD-CITIES STATION, APRIL 1, ~.980 Cooling Canal Cold Downstream Sensors Time Upstream Intake End Discharge A B C D 0100 40.7 40.0 74.8 93.0 40.0 bI 42.6 41.4 0200 41.0 41.0 74.6 93.5 40.5 42.8 41.7 0300 41.2 41.2 74.2 92.5 40.6 42.9 42.8 0400 41.3 40.8 73.7 92.5 40.8 42.9 41.9 0500 41.5 40.3 73.8 92.7 41.0 42.5 41.9 0600 41.5 41.1 73.3 92.6 41.2 42.3 41.8 0700 41.6 42.3 73.5 92.8 41.2 42.1 41.7 0800 41.5 41.5 73.6 93.5 41.3 42.0 41.6 0900 41.7 41.2 74.2 93.8 41.5 42.0 41.6 1000 41.7 41.6 74.4 93.7 41.5 41.8 41.6 1100 41.9 42.2 74.6 93.9 41.5 41.7 41.7 42.0 I 1200 1300 1400 42.4 42.4 43.0 44.3 43.5 75.2 75.6 75.4 94.3 94.7 94.6 41.8 42.0 42.0 42.0 42.1 42.2 42.0 42.1 42.0 1500 42.5 43.3 75.2 94.2 42.0 42.1 42.0 1600 42.4 43.0 75.3 94.3 42.0 42.1 41.8 1700 42.2 42.8 75.0 94.3 41.8 42.2 41.7 1800 42.1 43.2 74.6 94.4 41.8 42.1 41.6 i
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| I 1900 2000 2100 42.0 42.7 44.2 43.8 42.7 42.5 74.5 75.2 75.2 94.3 94.5 94.8 41.6 41.5 41.3 42.0 42.2 42.4 41.5 41.5 41.4 2200 45.0 42.5 75.2 95.0 41.2 42.7 41.6 2300 43.9 42.5 75.3 95.0 41.2 43.1 41.8 2400 43.0 41.6 75.5 94.6 41.2 43.5 42.0 b/ Sensor malfunction - no data l
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| (
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| TABLE 62 HOURLY WATER TEMPERATURE ( F) DATA, QUAD-CITIES STATION, APRIL 2, 1980 Cooling l Canal m Cold Downstream Sensors Time Upstream Intake End Discharge A B C D l
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| 0100 43.0 41.8 75.8 95.4 41.3 43.7 42.4 0200 42.6 42.6 75.9 95.0 41.5 43.6 42.5 g 0300 42.6 41.9 75.9 95.0 41.6 43.9 42.8 g 0400 42.7 42.1 76.3 95.4 41.9 43.9 42.8 0500 42.9 42.2 76.2 95.4 42.0 43.8 43.0 0600 42.8 42.8 76.3 95.5 42.1 43.9 43.0 0700 42.5 42.2 76.1 95.6 42.2 43.8 42.9 0800 42.4 42.9 76.3 95.2 42.2 43.6 43.0 0900 42.4 44.0 76.2 95.3 42.4 43.1 43.0 1000 ~4/ 42.8 76.5 95.2 ~4/ ~4/ ~4/
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| 1100 42.6 76.8 95.1 1200 43.0 77.0 95.5 1300 43.2 76.7 95.5 1400 43.7 76.6 96.0 1500 43.2 76.2 95.2 1600 43.5 76.5 95.2 1700 43.3 76.5 95.0 1800 - 43.4 76.6 95.1 1900 43.5 76.8 94.5 2000 43.0 77.0 94.4 2100 43.1 77.2 94.5 2200 43.6 77.2 95.0 2300 43.7 76.8 94.7 2400 43.5 76.1 94.1
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| / Sensor malfunction - no data
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| TABLE 63 HOURLY WATER TEMPERATURE (*F) DATA, QUAD-CITIES STATION, APRIL 3, 1980 i I Cooling Canal Cold Downstream Sens,rs l
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| 1 Time Upstream Intake End Discharge A B C D 0100 43.7 75.5 90.5 I 0200 0300 0400 44.0 43.0 43.3 75.0 74.5 74.0 89.2 89.7 90.4 0$00 43.6 74.1 92.0 0600 43.6 73.6 93.0 0700 44.0 73.4 92.8 0800 43.8 72.4 92.3 0900 43.6 71.8 91.2 1000 43.8 72.0 91.0 l 1100 44.5 73.2 92.0 1200 44.7 75.0 92.7 I 1300 1400 46.2 46.2 76.7 77.0 94.3 94.5 1500 47.0 77.6 95.8 fg 1600 2/ 43.2E! 46.0 75.8 94.5 43.4 2! 42.7E!
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| l g 1700 43.0 46.1 74.6 93.3 43.4 42.5 l 1800 43.0 45.5 74.4 43.1 43.4 42.5 1900 42.8 45.6 74.0 93.0 43.3 42.4 '
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| l 2000 42.7 46.0 74.4 93.' 43.1 42.3 l 2100 42.5 44.7 75.7 93. 42.8 42.1 1
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| 2200 42.5 44.7 75.4 94.4 42.9 42.2 l
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| I 2300 2400 42.4 42.5 46.0 45.8 75.2 75.3 93.8 93.9 42.9 42.8 42.2 42.2
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| ! Instruments zerced to ground truth 9/
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| - Sensor turned on, calibrated, and zeroed to ground truth l
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| I TABI.E 64 HOURI.Y L'ATER TEMPERATURE ( F) DATA, QUAD-CITIES STATION, APRIL 4, 1980 Cooling Canal Cold Downstream Sensors Time Upstream Intake End Discharge _A B C D 0100 42.5 45.0 74.8 93.6 42.7 42.4 0200 42.5 45.0 74.5 92.9 43.0 42.5 0300 42.7 44.8 74.3 92.9 43.1 42.7 0400 42.8 45.0 74.1 9?.7 43.3 43.0 0500 43.0 45.0 73.8 92.4 43.3 43.1 0600 43.1 44.4 73.6 92.3 43.4 43.2 E 0700 43.1 44.3 73.1 92.1 43.4 43.3 W 0800 43.2 45.0 72.3 01.8 43.5 43.3
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| ( 0900 43.2 45.5 71.9 92.2 43.5 43.3 E
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| /
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| 1000 43.3 45.1 71.9 92.0 43.6 43.3 g 1100 43.4 44.8 72.1 91.6 43.6 43.4 1200 43.5 45.3 72.4 91.3 43.9 43.6 1300 43.6 45.1 72.8 91.3 44.1 43.8 1400 43.; 46.0 73.2 91.5 44.3 43.9 1500 44.1 47.0 73.6 91.9 44.5 44.0 1600 44.1 46.2 73.5 91.7 44.6 43.9 1700 44.4 46.5 73.5 92.1 44.5 44.0 1800 44.3 46.9 73.6 92.1 44.5 44.0 1900 44.1 46.6 73.4 92.5 44.5 44.0 2000 44.0 46.0 73.2 92.0 44.0 43.6 2100 43.8 45.8 73.4 92.2 44.1 43.3 2200 43.6 45.6 73.6 92.8 43.9 42.9 2300 43.3 45.6 74.0 93.0 43.5 43.0 2400 43.4 45.3 74.4 93.4 43.5 43.1 I
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| TABLE 65 IIOURLY WATER TEMPERATURE ('F) DATA, QUAD-CITIES STATION, APRIL 5, 1980 I Cooling Canal Cold Downstream Sensors Time Upstream Intake End Discharge A B C D 0100 43.2 45.2 74.4 93.3 43.5 43.2 I 0200 0300 0400 43.3 43.4 43.6 45.0 44.6 44.6 74.6 74.4 74.3 93.2 93.4 93.4 43.5 43.6
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| '3 . 8 43.5 43.6 43.8 0500 43.9 44.7 74.5 93.2 44.1 44.1 0600 43.9 45.8 74.6 93.4 44.3 44.3 0700 44.1 45.6 74.7 93.1 44.4 44.3 0800 44.2 45.8 75.0 93.6 44.5 44.4 I 0900 1000 1100 44.3 44.5 44.5 45.8 48.0 48.5 75.5 76.0 76.6 94.1 95.4 96.0 44.6 44.7 44.9 44.3 44.4 44.5 1200 44.8 49.1 77.1 96.4 45.0 44.6 1300 45.0 48.2 77.6 97.0 45.2 44.7 1400 45.0 48.3 78.0 96.5 45.4 44.9 1500 45.3 48.6 78.5 96.5 45.5 44.9 I 1600 1700 1800 45.3 45.3 45.1 48.5 47.6 46.7 79.0 79.4 80.0 97.3 98.5 98.9 45.6 45.6 45.5 45.0 45.0 45.0 1900 45.2 46.7 80.3 99.0 45.3 44.6 l
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| I 2000 2100 44.9 44.9 wo.0 46.5 81.0 81.6 96.3 100.0 45.0 45.2 44.6 44.5 2200 44.9 45.8 82.6 100.0 45.0 44.6 l 2300 44.8 46.1 82.9 98.5 45.0 44.8 2400 44.9 46.0 82.6 95.7 45.0 45.0 l
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| TABLE 66 HOURLY WATER TEMPERATURE (*F) DATA, QUAD-CITIES STATION, APRIL 6, 1980 Cooling Canal Cold Downstream Sensors Time Upstream Intake End Discharge A B C D 0100 45.0 45.8 81.7 94.8 45.3 45.3 0200 45.2 46.0 75.2 93.6 45.5 45.5 3 0300 45.5 47.0 68.9 88.4 45.6 45.7 0400 45.8 47.4 76.0 88.7 46.0 46.2 3
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| 0500 46.3 46.5 81.0 95.0 46.4 46.6 0600 46.5 47.5 80.1 95.5 46.6 46.7 0700 46.5 47.1 78.8 95.0 46.8 46.8 0800 46.6 47.9 78.0 94.8 46.8 46.8 0900 46.6 47.7 77.8 94.9 47.0 46.7 g 1000 46.7 48.5 75.6 94.5 46.9 46.8 3 1100 46.6 48.2 75.0 93.8 47.0 46.6 1200 46.8 48.8 76.9 93.6 47.0 46.8 1300 46.9 48.5 78.4 95.3 47.0 46.9 1400 46.8 48.8 78.7 95.7 47.1 46.9 1500 46.8 49.4 78.3 95.6 47.0 46.7 1600 46.7 49.6 78.5 95.6 47.0 46.6 1700 46.7 48.6 78.1 96.0 47.0 46.5 1800 46.5 48.2 77.7 96.2 46.9 46.4 1900 46.5 49.2 77.6 96.1 46.7 46.4 2000 46.4 48.2 77.7 96.2 46.6 46.3 2100 46.3 49.0 78.0 96.4 46.6 46.4 2200 46.3 49.0 77.6 96.3 46.6 46.5 2300 46.4 47.7 77.7 95.8 46.6 46.4 2400 46.4 47.7 77.5 96.4 46.6 46.5 I
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| TABLE 67 HOURLY WATER TEMPERATURE ('F) DATA, QUAD-CITIES STATION, APRIL 7, 1980 I Cooling Canal Cold Downstream Sensors Time Upstream Intake End Discharge A B C D 0100 46.6 47.8 78.0 96.9 46.8 46.7 46.7 1
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| I 0200 0300 0400 46.7 46.8 47.7 48.0 48.5 78.2 78.1 78.4 96.8 97.0 97.1 46.9 47.0 47.1 46.8 47.0 41.1 0500 46.9 48.2 78.7 97.2 47.2 47.1 0600 47.0 48.2 78.8 97.2 47.3 47.2 0700 47.0 48.4 78.9 97.5 47.3 47.2 0'J06 47.2 48.8 79.7 98.0 47.5 47.3 3 0 00 47.2 49.2 80.2 99.0 47.8 47.4 iE l'oo 47.5 47.7 52.0 49.9 80.8 99.6 48.0 47.5 l 1100 81.5 100.4 48.3 47.7 1200 48.0 51.5 81.9 100.8 48.6 48.0 I 1300 1400 1500
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| (-8.4 43.6 48.7 5 2. .-
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| 51.7 53.2 82.2 82.5 82.0 100.9 101.4 101.5 48.8 49.0 49.2 48.2 48.3 48.6 1600 49.0 51.9 82.3 101.6 49.3 48.6 t 1700 48.8 51.2 82.1 101.5 49.5 48.8
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| ) 1800 48.8 51.0 82.5 101.0 49.4 48.6 1900 48.8 51.1 83.2 101.1 49.4 48.5 2000 48.8 50.6 83.5 101.3 49.3 48.5 l 2100 48.6 50.5 83.9 101.5 49.3 48.5 2200 48.6 50.5 84.1 101.7 49.2 48.5 iE 2300 48.6 51.5 84.1 101 6 49.2 48.6
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| '3 l 2400 48.6 50.6 84.1 101.6 49.2 48.7 1
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| I 1
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| TABLE 68 HOURLY WATER TEMPERATURE (*F) DATA, QUAT-CITIES STATION, APRIL 8, 1980 Cooling Canal Cold Downstream Sensors Time Upstream Intake End Discharge A B C D 0100 48.7 50.2 83.8 101.5 49.0 49.0 0200 48.6 50.4 83.8 100.9 49.4 49.3 3 0300 48.7 52.2 83.8 100.9 49.7 49.7 0400 49.0 52.2 83.8 101.5 49.8 49.8 3
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| 0500 49.3 51.7 83.6 102.0 50.3 49.6 0600 49.4 52.0 83.4 102.2 50.2 49.5 0700 49.4 53.0 83.2 101.6 50.3 49.4 0800 49.7 51.5 83.0 102.0 50.2 49.2 0900 49.6 53.2 82.8 101.7 50.2 49.5 g 1000 49.6 53.0 82.5 101.4 50.2 49.6 3 1100 49.4 52.3 82.3 101.2 49.5 49.4 1200 49.3 52.5 82.6 101.3 49.5 49.2 1300 49.0 52.7 82.2 101.4 49.4 49.1 1400 48.8 51.5 80.4 99.3 49.4 49.0 1500 48.9 51.6 81.4 77.7 49.3 48.9 1600 48.9 51.6 81.9 87.5 49.4 49.0 1700 49.0 54.1 84.6 91.7 49.3 49.1 1800 48.9 53.5 86.7 94.6 49.3 48.8 1900 48.6 55.0 73.6 87.8 49.1 48.7 2000 48.5 53.7 79.3 87.0 48.9 48.6 2100 48.4 52.0 81.9 90.0 48.8 48.4 2200 48.3 58.0 83.0 91.6 48.6 48.4 2300 48.3 50.6 77.7 89.9 48.6 48.4 2400 48.1 52.5 77.6 85.5 48.5 48.4 I
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| TABLE 69 HOURLY WATER TEMPERATURE ( F) DATA, QUAD-CITIES STATION, APRIL 9, 1980 I Cooling Canal Cold Downstream Sensors Time Upstream Intake End Discharge A B C d~
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| 0100 48.0 52.8 77.8 87.8 48.4 48.3 0200 47.8 50.0 I 0300 0400 47.7 47.8 49.3 51.6 79.0 78.0 75.6 88.0 88.0 86.0 48.4 48.3 48.2 48.3 48.2 48.1 0500 47.7 55.0 76.4 86.2 48.2 48.1 0600 47.6 56.0 76.8 86.7 48.0 47.9 0700 47.3 48.8 77.3 87.1 47.9 47.6 0800 47.1 57.5 75.5 101.3 47.7 47.4 I 0900 1000 1100 47.0 46.8 46.7 50.9 51.6 50.7 74.4 73.5 72.3 97.6 95.7 93.8 47.4 47.3 47.2 47.2 47.2 47.0 1200 46.6 48.5 70.7 92.2 47.0 46.9 I 1300 1400 1500 46.5 46.3 46.0 50.0 48.0 47.9 69.7 68.1 68.8 90.9 89.6 88.7 46.7 46.5 46.3 46.7 46.4 46.2
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| ' I 1600 1700 1800 45.9 45.6 45.4 46.3 47.7 47.0 70.3 69.4 68.2 90.0 90.3 89.4 46.2 45.9 45.7 46.1 45.8 45.7 1900 44.9 46.7 67.5 88.7 45.5 45.4 2000 44.7 46.0 67.2 76.3 45.4 45.3
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| : 2100 44.7 45.8 67.4 74.1 45.2 45.1 2200 44.9 46.0 70.1 77.8 45.2 45.2 I 2300 2400 44.8 46.9 50.0 52.0
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| * 73.8 73.9 82.6 84.8 45.2 45.3 45.2 45.3 l
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| TABLE 70 HOURLY WATER TEMPERATURE (*F) DATA, QUAD-CITIES STATION, APRIL 10, 1980 Cooling l Canal 5 Cold Downstream Sensors Time Upstream Intake End Discharge A B C D 0100 44.9 49.5 67.0 77.4 45.2 45.2 0200 44.9 48.4 70.5 79.3 45.2 45.2 g 0300 44.8 50.0 74.0 82.2 45.2 45.2 3 0400 44.7 47.3 73.7 85.4 45.1 45.1 0500 44.6 48.0 70.8 81.1 45.0 45.0 0600 44.5 48.6 71.8 80.6 44.9 44.9 0700 44.4 48.6 73.6 81.8 44.8 44.9 0800 44.3 47.1 75.0 83.6 44.7 44.7 0900 44.3 48.5 73.7 83.6 44.7 44.7 g 1000 44.3 46.6 73.4 82.3 44.7 44.7 h l 1100 44.4 58.3 74.5 96.7 44.7 44.7 1200 43.9 46.7 74.3 97.6 44.5 44.5 1300 44.1 49.6 74.3 95.6 44.6 44.6 1400 44.3 47.4 73.5 94.0 44.8 44.7 1500 44.3 47.0 72.0 92.6 44.7 44.7
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| ; 1600 44.3 46.3 70.0 90.7 44.7 44.7 g 1700 44.3 47.0 69.0 90.0 44.6 44.6 g l 1800 44.1 46.5 68.4 89.0 44.5 44.5 1900 44.1 45.7 73.6 90.4 44.4 44.4 2000 43.9 46.7 74.1 92.9 44.5 44.5 l 2100 43.9 45.8 73.7 92.0 44.3 44.3 2200 43.9 46.5 73.0 92.7 44.3 44.3 2300 44.0 46.7 72.0 92.0 44.3 44.5 2400 44.0 45.5 71.3 91.0 44.4 44.4 l
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| I TABLE 71 HOURLY WATER TEMPERATURE ( F) DATA, QUAD-CITIES STATION, APRIL 11, 1980 I Cooling Canal Cold Downstream Sensors Time Upstream Intake End Discharge A B C D 0100 44.0 45.8 70.6 90.7 44.4 44.4 0200 44.0 45.7 I 0300 0400 44.0 43.9 46.5 46.1 70.3 71.6 72.0 90.1 90.6 91.0 44.4 44.4 44.3 44.4 44.5 44.3 0500 43.9 45.7 71.8 91.0 44.3 44.3 I 0600 0700 0800 43.8 43.7 43.6 45.0 45.4 45.0 71.5 71.1 70.6 90.9 90.7 90.1 44.3 44.0 44.0 44.3 44.0 44.0 I 0900 1000 1100 43.5 43.5 43.5 45.5 45.5 45.6 70.5 70.4 70.8 90.3 89.5 89.8 43.9 43.9 43.8 43.9 43.9 43.8 1200 43.4 45.1 70.7 90.3 43.7 43.4 I 1300 1400 1500 2/
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| 43.2 43.1 43.1 44.4 44.3 45.7 70.2 69.5 69.3 89.7 90.1 90.8 43.4 43.3 43.2 42.4 41.9 41.6 I 1600 1700 1800 43.0 42.8 42.9 44.7 46.6 45.0 69.1 69.0 68.8 91.1 91.2 91.2 43.2 43.2 43.0 41'.3 41.2 41.2 1900 42.4 45.7 68.8 91.2 43.1 40.9 l
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| I 2000 2100 2200 42.0 42.2 42.1 43.2 43.2 43.0 69.0 69.9 71.5 68.9 72.1 73.5 42.9 43.0 43.0 41.3 41.3 41.3 I 2300 2400 42.2 42.3 43.0 43.0 73.0 74.5 74.8 75.7 43.0 43.1 41.3 40.8 l 2/ Instruments zeroed to ground truth data l
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| TABLE 72 HOURLY WATER TEMPERATURE (*F) DATA, QUAD-CITIES STATION, APRIL 12, 1980 Cooling g Canal 3 Cold Downstream Sensors Time Upstream Intake End Discharge A B C D 0100 42.4 42.9 64.1 71.5 43.0 41.2 0200 42.3 42.9 64.9 68.5 42.9 41.0 0300 42.1 42.7 65.0 69.0 42.7 41.2 0400 41.8 42.4 65.7 68.8 42.5 41.2 0500 41.7 42.4 66.2 69.5 42.3 41.5 0600 41.6 42.3 64.5 69.5 42.2 41.4 0700 41.7 42.0 61.3 66.9 42.0 41.7 0800 41.7 42.0 61.0 66.5 42.2 42.2 0900 41.8 42.4 61.2 66.5 42.2 42.2 g 1000 41.9 42.5 62.0 67.1 42.4 42.4 g l 1100 42.0 42.7 62.5 67.5 42.4 42.5 1200 42.2 43.0 61.4 67.3 42.6 42.6 1300 42.4 43.3 60.9 66.7 42.8 42.8 1400 42.6 43.4 61.0 67.1 42.9 42.9 1500 42.7 43.7 61.5 67.4 43.2 43.2 1600 42.8 43.8 62.0 67.7 43.2 43.2
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| ; 1700 42.9 43.8 62.0 68.0 43.2 43.2 l 1800 42.7 43.7 61.5 67.5 43.2 43.2 1900 42.7 43.4 61.3 67.5 43.1 43.1 2000 42.8 43.4 61.5 67.5 43.2 43.3
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| , 2100 43.1 43.3 61.8 67.3 43.4 43.6 l 2200 43.3 43.5 62.0 67.4 43.6 43.9 2300 43.5 43.5 61.7 67.3 43.8 44.2 E l
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| 2400 43.7 43.7 61.4 67.3 44.0 44.4 g I
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| TABLE 73
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| ,I HOURLY WATER TEMPERATURE ( F) DATA, QUAD-CITIES STATION, APRIL 13, 1980 I Cooling Canal Cold Downstream Sensors Time Upstream Intake End Discharge A I
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| t B C D 0100 43.8 43.8 61.3 67.0 44.3 44.6 0200 64.0 44.0 61.2 67.0 44.5 44.7 I 0300 0400 0500 44.2 44.3 44.3 44.2 44.3 44.4 60.9 60.8 60.5 66.7 66.7 66.8 44.7 44.7 44.9 44.8 44.7 44.7 I 0600 0700 0800 44.1 44.1 44.0 44.6 44.7 44.6 60.2 60.3 60.2 66.6 66.4 66.6 44.6 44.5 44.4 44.5 44.4 44.3 0900 43.9 44.8 60.4 66.9 44.3 44.1 I 1000 1100 1200 43.8 43.8 43.8 44.9 45.1 45.3 60.7 61.0, 62.0 67.2 68.9 44.2 44.2 43.9 44.0 71.3 44.2 44.0 I 1300 1400 1500 44.0 43.9 44.1 45.8 46.1 48.5 63.3 64.0 65.2 72.8 73.3 74.4 44.4 44.3 44.5 44.0 44.0 44.0 1600 43.8 48.6 66.8 76.0 44.2 43.8 1700 43.7 47.4 67.3 76.6 44.1 43.7 l 1800 43.5 49.8 67.7 77.0 43.8 43.6 43.2 48.6 67.8 1900 76.8 43.7 43.6 iE 2000 43.3 45.8 68.5 77.1 43.7 43.7 l5 2100 43.3 47.4 68.4 76.5 43.7 43.7 2200 43.5 44.0 68.3 76.2 44.0 44.0 43.8 46.7 68.2 lI 2300 2400 43.9 45.2 68.0 76.4 76.6 44.2 45.5 44.3 45.6 I
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| TABLE 74 HOURLY WATER TEMPERATURE (*F) DATA, QUAZ-CITIES STATION, APRIL 14, 1980 Cooling Canal E
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| 3 Cold Downstream Sensors Time Upstream Intake End Discharge A B C D 0100 44.2 46.5 67.2 76.6 44.8 44.8 I
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| 0200 44.5 44.5 67.0 76.2 44.9 44.9 0300 44.3 45.5 67.3 76.5 44.8 44.7 0400 44.0 44.6 67.5 76.7 44.6 44.3 0500 44.0 46.7 67.6 77.0 44.5 44.0 0600 43.5 47.0 67.0 76.4 44.2 44.0 0700 43.3 46.4 67.2 76.7 43.9 43.6 E
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| 5 0800 42.9 46.2 67.2 76.6 43.5 43.2 0900 42.4 48.0 66.9 76.5 42.8 42.5 42.2 E
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| 1000 46.7 66.9 76.5 42.1 41.9 g 1100 42.1 43.5 67.0 76.4 42.5 42.3 1200 41.9 43.8 67.1 76.6 42.2 42.1 1300 41.8 44.5 67.4 76.5 42.1 41.9 1400 41.8 44.1 67.7 76.5 42.0 41.7 1500 41.6 43.7 67.7 76.8 41.9 41.5 1600 41.5 44.2 68.1 77.0 41.9 41.4 g 1700 41.4 43.9 67.9 76.8 41.5 41.2 g 1800 40.9 42.8 68.0 76.8 41.5 40.9 1900 40.8 43.5 68.2 77.2 41.4 40.6 2000 40.6 42.7 68.4 77.3 41.2 40.5 2100 40.3 43.6 68.6 77.2 41.0 40.1 2200 40.1 44.2 68.7 77.4 40.7 39.7 2300 39.9 43.7 68.9 77.5 40.5 39.4 2400 39.8 41.3 68.8 77.7 40.3 39.4 I
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| TABLE 75 HOURLY WATER TEMPERATURE ( F) DATA, QUAD-CITIES STATION, APRIL 15, 1980 Cooling I -
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| Canal Cold Downstream Sensors Time Upstream Intake End Discharge A B C D 0100 40.0 45.0 68.8 77.8 40.3 39.1 0200 39.5 42.6 69.0 77.7 40.2 38.7 I 0300 0400 0500 39.4 39.5 39.8 41 0 40.8 41.5 69.3 69.6 69.9 78.0 78.5 78.5 40.2 40.0 40.1 38.8 38.9 39.0 0600 39.8 41.7 69.9 78.6 40.0 39.1 0700 39.8 41.7 70.0 78.7 40.0 39.3 0800 40.1 43.7 70.8 78.9 40.3 40.2 0900 40.1 43.7 71.2 79.4 40.3 40.3 I 000
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| .100 1200 40.4 40.6 41.1 41.5 42.3 44.8 72.7 73.9 74.6 80.0 81.5 82.1 40.5 40.9 41.2 40.5 40.9 41.2 41.3 I 45.0 1300 75.1 82.5 41.4 41.4 1400 41.5 45.0 75.3 82.3 41.5 41.5 1500 41.6 44.6 76.2 83.5 41.7 41.7
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| ?600 41.6 44.7 76.4 83.4 41.8 41.8 l
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| I 1700 1800 1900 41.8 41.9 41.8 45.0 44.6 44.3 76.7 76.7 76.7 83.6 83.6 83.5 41.7 41.8 42.0 41.7 41.8 42.0 I 2000 7100 1200 41.9 42.0 42.1 45.7 45.7 44.5 76.8 76.7 76.7 83.6 83.5 83.7 42.0 42.1 42.2 42.1 42.3 42.5 2300 42.3 45.2 76.7 84.0 42.5 42.8 2400 42.5 44.5 76.5 83.7 42.8 42.9 l
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| TABLE 76 HOURLY WATER TEMPERATURE ( F) DATA, QUAD-CITIES STATION, APRIL 16, 1980 Cooling Canal Cold Downstream Sensors Time Upstream Intake End Discharge A B C D l 0100 42.6 44.5 76.5 83.9 43.0 43.0 l 0200 42.7 46.7 76.4 84.2 43.1 43.1 l 0300 42.7 45.8 76.3 84.2 43.0 43.0 0400 42.4 43.5 76.2 83.9 43.0 42.9 0500 42.3 43.5 76.3 84.0 42.8 42.6 0600 42.1 44.0 76.3 84.2 42.5 42.5
| |
| , l 0700 42.3 43.5 76.3 84.2 42.5 42.3 l 5 0800 42.2 43.3 76.0 84.0 42.5 42.3 0900 42.2 43.5 76.2 83.8 42.5 42.2 1000 42.2 44.8 76.5 83.6 42.4 42.2 1120 42.3 43.9 76.7 83.9 42.6 42.3
| |
| , 1200 42.5 44.8 77.0 84.3 42.5 42.3 l 1300 42.5 44.5 77.7 84.7 42.8 42.5
| |
| } '
| |
| 1400 42.6 45.7 78.5 85.2 43.0 42.7 l
| |
| 1500 42.8 47.2 78.8 85.5 43.2 42.7 1600 43.0 46.2 79.2 85.8 43.2 42.8 I 1700 1800 1900 43.0 43.0 43.0 45.3 45.6 44.5 79.2 79.2 79.5 85.9 85.6 85.5 43.1 43.1 43.1 43.0 43.0 43.1 2000 43.1 45.2 79.4 85.5 43.3 43.3 l 2100 43.2 45.7 79.2 85.7 43.5 43.5 2200 43.5 44.7 79.2 85.5 43.7 43.7 2300 43.7 46.0 78.9 85.2 43.8 43.8 2400 43.9 45.3 78.7 85.1 44.1 44.1 I
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| TABLE 77 HOURLY WATER TEMPERATURE ( F) DATA, QUAD-CITIES STATION, APRIL 17, 1980 Cooling g Canal Cold g
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| Downstream Sensors Time Upstream Intake End Discharge A B C D 0100 44.1 44.2 46.9 78.7 85.1 44.3 44.3 I
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| 0200 46.0 78.4 85.0 44.3 44.2 0300 44.2 45.3 78.2 84.9 44.3 44.3 0400 44.0 48.0 77.9 84.7 44.2 44.2 0500 44.1 46.1 77.8 84.5 44.2 44.1 0600 44.0 45.9 77.8 84.3 44.0 44.0 g 0700 43.9 45.8 77.8 84.5 44.0 43.8 0800 43.8 46.7 77.7 84.3 43.8 43.7 5
| |
| 0900 43.7 48.5 77.6 84.4 43.8 43.7 1000 1/
| |
| 1100 1200 1300 1400 g
| |
| 3 1500 1600 g 1700 1800 5 1900 2000 210''
| |
| 2200 2300 '
| |
| 2400 1!Recorder not printing i
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| 11 Il I
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| TABLE 78 HOURLY tiATER TEMPERATURE ( F) DATA, QUAD-CITIES STATION, APRIL 18, 19tb I
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| Cooling I Canal Cold Downstream Sensors Time Upstream Intake End Discharge A B C D I 0100 0200 I 0300 0400 0500 0600 0700 0800 44.5 47.0 79.6 85.3 44.6 44.6 0900 44.6 49.7 80.0 85.7 44.6 44.6 I 1000 1100 1200 44.7 45.2 45.4 47.8 49.0 48.8 80.6 81.5 82.2 86.2 87.0 87.6 44.9 45.3 45.6 44.9 45.4 45.6 I 1300 1400 1500 2/
| |
| 45.6 46.0 46.1 49.5 52.2 52.4 83.0 83.6 82.5 88.3 89.0 89.4 45.9 46.2 46.6 45.9 46.2 46.4 1600 46.3 50.3 82.6 89.3 46.6 46.6 l 1700 46.4 50.7 82.9 89.5 46.8 46.8 l 1800 46.6 50.5 83.0 89.8 47.0 47.0 1900 46.8 52.0 82.8 89.8 47.2 47.2 I 2000 2100 2200 46.9 47.2 47.4 54.0 51.2 52.7 82.7 82.9 82.8 89.7 89.8 89.7 47.4 47.7 47.9 47.4 47.7 48.0 l
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| 2300 #7.6 51.0 82.6 89.6 48.1 48.3 l
| |
| 2400 47.9 51.8 82.3 89.4 48.3 48.3 l
| |
| 2/ Instruments zeroed to ground truth data.
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| g l
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| I TABLE 79 I
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| HOURLY WATER TEMPERATURE ( F) DATA, QUAD-CITIES STATION, APRIL 19, 1980 Cooling I
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| Canal Cold Downstream Sensors l
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| a Time Upstream Intake End Discharge A B C D 0100 48.0 53.5 82.2 89.2 48.5 48.5 0200 48.0 51.4 81.7 88.9 48.5 48.5 0300 48.0 50.3 81.4 88.9 48.4 48.4 g 0400 47.7 47.7 52.5 81.2 88.5 48.4 48.3 g 0500 52.1 80.9 88.4 48.3 48.2 0600 47.6 51.3 80.7 88.3 48.1 48.0 0700 47.6 51.4 80.8 88.4 48.0 48.0 0800 47.7 54.2 80.9 88.6 48.1 48.0 0900 47.7 51.4 81.2 88.7 48.2 48.1 1000 48.0 53.1 81.5 88.9 48.4 48.3 3 1100 48.2 52.7 81.6 90.3 48.5 48.5 1200 48.5 52.1 82.1 90.3 48.7 48.7 3
| |
| 1300 48.7 52.0 82.5 89.7 49.2 49.0 1400 48.9 52.5 82.6 90.0 49.2 49.1 1500 49.0 53.0 82.7 89.9 49.5 49.4 1600 49.2 53.6 82.5 90.0 49.5 49.5 1700 49.4 53.1 82.7 90.2 49.6 49.6 1800 19.5 52.5 83.0 90.3 49.9 49.9 1900 49.7 54.2 83.4 90.7 50.0 50.0 2000 50.0 53.6 83.7 91.0 50.3 50.3 2100 50.0 55.3 83.8 91.2 50.5 50.5 2200 50.3 54.2 83.7 91.2 50.9 50.9 2300 50.6 55.2 83.7 90.4 51.2 51.2 2400 50.7 57.0 83.7 90.5 51.4 51.4 I
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| TABLE 80 HOURLY WATER TEMPER ATJac, ( r> 6ATA, QUAD-CITIES STATION, APRIL 20, 1980 Cooling Canal Cold Downstream Sensors Time Upstream Intake End Discharge A B C D 0100 51.1 54.0 83.4 90.3 51.6 51.6 0200 51.3 54.3 83.2 90.5 51.5 51.5 0300 51.2 55.0 82.7 90.4 51.5 51.5 0400 50.9 54.0 82.6 90.3 51.4 51.3 50.7 54.5 82.4 90.2 51.4 51.0 I 0500 0600 0700 50.4 50.3 54.0 55.1 82.5 82.5 90.2 90.3 51.0 50.8 50.7 50.6 0800 50.3 53.2 82.5 90.2 50.6 50.5 0900 50.3 54.0 82.8 90.4 50.7 50.6 1000 50.4 53.8 83.5 87.5 50.8 50.7 1100 50.6 56.5 84.8 90.7 51.2 51.1 1200 51.0 60.5 85.7 93.0 51.3 51.3 1300 51.3 58.5 85.9 93.9 51.7 51.7 1400 51.6 58.0 86.0 92.8 52.0 52.0 1500 51.9 56.5 88.0 95.0 52.1 52.1 1600 52.0 56.7 88.0 95.0 52.1 52.1 1700 52.0 57.5 87.8 96.1 52.3 52.3 1800 52.1 58.2 88.8 96.5 52.5 52.5 I 1900 2000 2100 52.2 52.3 52.5 56.6 55.8 55.6 89.4 89.4 88.7 96.8 97.0 96.4 52.5 52.7 53.0 52.5 52.7 53.0 2200 52.7 57.8 89.4 96.6 53.2 53.2 2300 53.1 58.2 89.2 96.4 53.5 53.6 2400 53.2 57.3 88.7 96.9 53.6 53.7 I
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| i Il TABLE 81 HOURLY WATER TEMPERATURE ( F) DATA, QUAD-CITIES STATIOS, APRIL 21, 1980 I
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| Cooling Canal Cold Down.!c. ream Seu ors l Time Upstream Intake End Discharge A C D 0100 53.4 56.0 88.3 98.3 53.9 54.0 0200 53.3 57.6 88.3 98.3 53.9 54.0 0300 53.4 57.3 88.2 98.2 53.8 53.9 g' 0400 53.3 60.0 88.7 100.0 53.7 53.7 3 i 0500 53.2 56.0 89.1 101.0 53.6 53.6 0600 53.1 56.7 89.0 100.8 53.4 53.4 0700 53.0 55.8 89.7 101.3 53.3 53.3 0800 53.0 57.9 91.3 102.9 53.3 53.3 0900 52.9 56.9 91.3 102.9 53.3 53.3 1000 52.7 56.0 91.7 102.9 52.9 53.2 g 1100 53.2 57.1 93.4 104.0 53.3 53.6 3 1200 53.4 58.3 94.5 105.0 53.6 53.7 1300 53.6 57.2 94.9 105.5 53.7 54.0 1400 53.8 58.8 95.8 106.4 54.2 54.3 1500 54.0 58.5 96.7 107.4 54.3 54.4 1600 54.2 58.4 97.1 107.8 54.6 54.6 1700 54.3 60.7 97.5 108.2 54.6 54.7 g 1800 54.5 60.0 98.0 108.4 54.8 54.9 g l 1900 54.4 61.0 98.6 ';0.0 55.0 55.2 2000 54.6 60.4 98.9 108.3 55.1 55.4 g 2100 54.8 60.3 98.9 107.4 55.3 55.7 g 2200 55.1 59.4 98.9 106.8 55.6 55.9 2300 55.2 61.0 98.1 106.5 55.7 56.2 2400 55.5 59.6 96.9 105.4 56.0 56.5 l I 11 l
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| TABLE 82 HOURI.Y WATER TEMPERATURE ( F) DATA, QUAD-CITIES STATION, APRIL 22, 1980 il Cooling 3 Canal Cold Downstream Sensors Time Upstream Intake End Discharge A B C D 0100 55.6 59.6 96.3 104.8 56.1 57.0 0200 55.8 63.3 96.3 103.6 56.3 57.2 1 0300 55.9 60.6 95.6 102.9 56.4 56.7 0400 55.9 59.9 95.2 102.6 56.3 56.5 0500 55.6 61.3 94.6 101.9 56.1 56.4 0600 55.6 60.0 92.9 101.4 56.0 56.2 0700 55.3 62.1 93.5 101.0 55.9 56.1 0800 55.1 63.6 93.3 100.6 55.7 55.8 0900 55.1 59.3 92.9 100.2 55.6 55.8 1000 55.2 62.9 92.6 100.1 55.8 55.8 1100 55.5 61.4 92.3 99.6 56.3 56.3 1200 55.7 61.2 91.9 99.4 56 4 56.6 1300,7 56.1 64.6 91.3 98.8 56.7 56.7 14002 56.3 65.6 90.0 98.3 57.0 57.2 1500 56.6 63.0 89.7 97.9 57.1 57.3 I 1600 1700 1800 56.8 56.8 57.0 63.0 65.3 64.5 89.0 88.5 88.3 97.5 97.1 96.8 57.4 57.6 57.6 57.5 57.6 57.7 1900 57.1 65.4 88.5 97.0 57.6 57.7 I 2000 2100 2200 57.2 57.2 57.5 63.3 62.7 65.5 88.6 88.3 88.(
| |
| 97.2 97.1 97.3 57.7 57.9 58.2 58.0 58.2 58.4 I 2300 2400 57.8 58.1 62.3 65.6 88.9 89.0 97.6 97.9
| |
| ;3.6 58.8 58.8 59.3 I Instruments zeroed to ground truth II l l
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| Il
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| 1 4
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| TABLE 83 HOURLY WATER TEMPERATURE ( F) DATA, QUAD-CITIES STATION, APRIL 23, 1980 Cooling I
| |
| Canal Cold Downstream Sensors Time Upstream Intake End Discharge A B C D l
| |
| l 0100 58.3 62.4 89.5 98.1 59.1 59.4 0200 58.6 63.1 89.1 98.1 59.3 59.6 0300 58.6 61.5 88.9 98.2 59.4 59.4 0400 58.6 63.9 88.4 97.9 59.4 59.4 0500 58.4 62.5 68.0 97.4 59.4 59.2 0600 58.4 62.8 E7.7 97.3 59.1 59.0 1 0700 58.9 62.0 87.3 96.9 58.9 58.8 0800 58.0 61.5 6'.4 96.0 58.6 58.5 0900 57.8 (4.6 86.5 96.4 58.5 58.3 1000 57.7 62.1 86.6 98.3 58.3 58.2 g 1100 57.7 62.3 86.6 98.5 58.3 58.1 g 1200 57.7 62.8 86.9 100.4 58.3 58.2 l 1300 58.0 62.7 88.8 102.1 58.3 58.2 1400 58.0 64.4 89.6 103.0 58.6 58.4 1300 58.2 63.4 90.3 103.6 58.6 58.5
| |
| , 1600 58.2 64.0 91.3 104.5 58.6 58.3 l 1700 58.0 65.9 92.1 105.3 58.6 58.2 l 1800 57.9 63.6 92.0 105.3 58.4 58.0 l 1900 57.8 65.0 92.5 105.4 58.3 57.9 l 2000 57.7 64.6 93.0 105.9 58.2 57.9 2100 57.8 66.8 93.1 106.0 58.3 58.3 l
| |
| 2200 57.9 65.0 92.9 105.9 58.4 58.0 2300 58.0 63.3 93.0 105.9 58.6 58.2 2400 58.3 65.5 93.1 106.1 58.9 58.4 l
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| I TABLE 24 HOURLY WATER TEMPERATURE ( F) DATA, QUAD-CITIES STATION, APRIL 24, 1980 Cooling Canal Cold Downstream Sensors Time Upstream Intake End Discharge A B C D 0100 58.4 61.7 92.6 105.6 58.9 58.5 pa 0200 58.5 63.8 91.8 104.7 58.9 58.8 g 0300 58.4 63.0 91.5 104.2 59.0 59.2 0400 58.2 63.2 90.9 104.0 58.8 58.9 0500 58.1 65.5 90.6 105.3 58.6 58.7 0600 57.8 61.5 89.7 106.2 58.5 58.5 0700 57.6 64.8 88.3 105.0 57.9 57.9 0800 58.4 62.0 88.6 105.0 57.9 57.9 I 0900 1000 1100 57.1 56.9 57.2 62.2 61.8 61.8 89.4 90.4 90.2 105.6 106.5 106.6 57.8 57.8 57.9 57.7 57.7 57.7 1200 57.2 62.6 91.6 107.6 58.0 57.8 1300 57.2 62.5 92.4 108.2 57.9 57.8 1400 57.2 63.6 93.2 109.0 58.0 57.9 1500 57.4 63.5 93.3 109.2 58.2 57.9 I 1600 1700 1800 57.4 57.2 56.9 63.5 63.0 63.7 93.7 94.5 94.7 109.8 110.5 111.0 58.1 58.0 57.8 57.9 57.8 57.4 1900 56.7 64.9 95.0 110.8 57.5 57.3 2000 56.7 63.8 95.7 110.0 57.3 57.3 2100 56.6 64.5 96.2 108.8 57.2 57.2 2200 56.5 62.4 96.2 107.9 57.3 57.4 I 2300 2400 56.7 56.8 62.6 63.6 96.0 95.4 106.3 105.4 57.5 57.6 57.8 58.1 I
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| I TABLE 85 HOURLY WATER TEMPERATURE ( F) DATA, QUAD-CITIES STATION, APRIL 25, 1980 Ccoling I
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| Canal Cold Downstream Sensors Time Upstre Intake End Discharge A B C D l
| |
| 0100 57.0 63.2 94.5 104.5 57.9 58.3 0200 57.2 62.5 93.8 102.2 58.0 58.5 0300 57.4 63.5 92.9 101.3 58.2 58.9 g 0400 57.5 64.2 92.4 100.9 58.4 58.7 3 0500 57.5 60.6 90.4 99.4 58.5 58.5 0600 57.5 62.5 89.5 98.5 58.5 58.5 0700 57.4 65.3 89.0 ';8.0 58.4 58.4 0800 57.2 61.5 88.7 97.5 58.2 58.2 0900 57.2 61.5 88.0 97.0 58.0 58.0 1000 57.3 64.6 88.0 96.8 57.8 57.8 g 1100 57.2 62.6 88.1 97.0 58.0 58.0 g f 1200 57.4 62.6 88.0 96.9 58.0 58.2
| |
| : 1300 57.5 61.3 88.0 96.8 58.0 58.0 l
| |
| 1400 57.4 64.6 87.8 96.7 58.0 '3 a . 0 1500 57.5 65.0 87.8 96.6 58.0 28.0 1600 57.6 62.8 87.6 96.5 58.0 . 8.0 l 1700 57.5 63.0 87.5 96.4 57.8 . 7.9 l 1800 57.3 62.7 87.3 96.2 57.6 57.7 l
| |
| 3
| |
| ! 1900 57.2 62.8 86.8 95.9 57.5 57.7 2000 57.0 62.2 86.3 95.3 57.3 57.6 g 2100 57.0 62.0 86.0 95.0 57.2 57.7 g 2200 57.0 62.0 85.9 94.9 57.2 57.9 2300 57.2 60.7 85.7 94.6 57.3 58.2 2400 57.2 63 ) 85.2 94.2 57.5 38.4 I
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| : 1
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| I TABLE 86 HOURLY WATER TEMPERATURE ( F) DATA, QUAD-CITIES STATION, APRIL 26, 1980 I Cooling Canal Cold Downstream Sensors Time Upstream Inta ke End Discharge A B C D 0100 57.5 62.6 85.2 94.0 57.6 58.6 0200 57.5 63.2 85.0 94.2 57.8 58.6 i 0300 57.5 63.2 84.7 94.0 57.9 58.5 0400 57.5 63.9 84.2 93.5 57.9 58.6 0500 57.6 63.2 84.2 93.5 58.0 58.6 0600 57.6 63.0 84.0 93.4 58.0 58.5 0700 57.6 62.5 83.9 93.3 58.0 58.4 0800 57.6 63.2 83.8 93.0 57.9 58.2 0900 57.5 62.0 84.4 93.3 57.8 58.1 1000 57.5 60.9 84.8 93.8 57.8 57.9 1100 57.4 63.0 84.9 94.0 57.7 57.8 1200 57.5 65.2 85.4 94.3 57.7 57.8 1303 57.7 63.8 85.9 94.8 57.8 57.9 1400 57.8 62.5 86.0 95.0 57.9 57.9 1500 57.5 61.5 85.9 95.0 57.7 57.8 1600 57.6 61.9 85.8 94.9 57.7 57.8 1700 57.4 62.5 85.7 94.8 57.7 57.7 1800 57.4 63.2 85.4 94.5 57.5 57.5 57.2 61.4 I 1900 2000 2100 56.8 56.9 60.2 63.2 85.4 85.4 85.6 94 3
| |
| : 91. 2 94.2 57.3 57.1 56.9 57.3 57.2 57.2 2200 56.7 60.8 85.4 94.4 56.8 57.2 I 2300 2400 56.6 56.8
| |
| '0.5 63.0 85.4 85.5 94.4 94.5 56.8 56.9 57.5 57.6 I
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| ! TABLE 87 i
| |
| HOURLY k'ATER TEMPERATURE (*F) DATA, QUAD-CITIES STATION, APRIL 27, 1980
| |
| , Cooling l
| |
| Canal C )1d Downstream Sensors Time Upstream Intake End Discharge A B C D 0100 56.9 63.0 85.7 94.7 57.2 57.8 0200 57.1 62.9 85.7 94.8 57.3 57.9 i 0300 57.2 60.8 85.8 94.8 57.5 58.2 0400 57.5 61.3 85.7 94.7 57.5 58.3 l 0500 57.4 60.5 85.8 94.6 57.6 58.5 0600 57.6 61.3 85.5 94.5 57.5 58.4 0700 57.5 62.3 85.3 93.2 57.5 58.4 l 0800 57.5 62.3 85.4 93.5 57.5 58.2 0900 57.6 62.0 84.8 93.7 57.5 58.2 1000 57.4 60.6 84.5 93.2 57.4 57.9 1100 57.3 61.2 84.8 93.4 57.3 57.8 i 1200 57.3 63.5 85 6 94.2 57.3 57.6 l
| |
| 1300 57.2 61.7 85. 94.2 54.4 57.5 1400 57.2 63.0 85. '. 94.6 54.3 57.4 1500 57.3 61.7 86.0 94.8 57.0 57.2 1600 57.2 62.2 86.4 95.4 57.5 57.4 1700 57.4 60.8 86.2 95.5 57.5 57.4 1300 57.3 60.8 86.4 95.5 57.4 57.3 1900 57.4 64.7 86.3 95.5 57.0 57.4 l 2000 57.2 64.9 85.9 95.2 57.0 57.3 57.1 62.2 56.7 57.2 2100 85.7 94.8 2200 56 9 61.0 85.7 94.5 56.5 57.1 2300 56.8 60.6 85.8 94.9 56.5 57.1 2400 56.7 62.8 85.6 94.9 55.6 57.0 l
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| 1
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| I TABLE 88 HOURLY WATER TEMPERATURE ( F) DATA, QUAD-CITIES STATION, APRIL 28, 1980 I Cooling Canal Cold Downstream Sensors Time Upstream Intake End Discharge A B C D 0100 56.7 60.2 85.6 95.0 56.3 57.0 0200 56.8 60.0 85.6 94.9 57.0 57.2 I 0300 0400 56.9 57.0 60.0 61.9 85.6 85.5 96.0 96.8 56.5 56.8 57.5 57.5 0500 57.2 61.5 85.6 95.7 57.1 57.3 I 0600 0700 0800 57.2 57.3 57.4 61.8 63.2 60.3 85.5 85.4 85.9 95.5 98.2 97.8 57.2 57.2 57.4 57.2 57.3 57.4 0900 57.4 61.8 86.1 99.9 57.0 57.0 1000 57.5 61.5 8/.4 103.5 57.0 57.0 1100 57.5 61.2 86.8 102.5 57.4 57.2 1200 57.4 60.6 86.5 102.5 56.0 57.2 I 1300 1400 1500 57.5 57.4 57.3 60.9 61.6 61.5 87.6 89.0 88.2 102.4 102.4 102.8 57.2 53.2 53.0 57.2 56.9 56.7 1600 57.2 61.2 87.' 102.5 52.9 56.7 1700 57.1 61.2 87.1 102.1 52.6 56.6 1800 56.8 60.6 87.0 101.9 52.6 56.4 1900 56.5 60.5 87.5 102.1 54.2 56.0 2000 56.2 60.4 87.5 102.2 54.6 56.0 2100 56.2 59.9 87.2 10'.0 54.9 55.9 2200 55.9 59.8 36.6 101.3 54.5 55.9 2300 55.7 59.1 86.6 101.2 54.4 55.7 2400 55.5 58.9 87.0 101.1 54.1 55.5 l
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| TABLE 89 HOURLY WATER TEMPERATURE ( F) DATA, QUAD-CITIES STATION, APRIL 29, 1980 Cooling Canal Cold Downstream Sensors Time Upstream Intake End Discharge A B C D i
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| 0100 55.5 58.4 86.8 100.8 54.2 55.6 0200 55.6 58.5 86.8 101.0 53.5 55.6 1 0300 55.7 58.4 86.5 100.8 54.0 55.6 gj 0400 55.7 58.5 86.8 100.9 54.1 55.6 0500 55.6 58.4 86.7 100.8 54.2 55.6 0600 55.9 58.5 86.9 100.7 55.1 55.7 0700 55.9 58.5 86.4 100.7 55.0 55.6 0800 55.0 59.0 86.3 102.2 55.0 55.6 0900 54.2 59.0 86.3 102.5 54.9 55.6 1000 54.0 58.8 86.3 102.5 54.9 55.5 1100 54.0 59.2 86.6 102.8 55.3 55.6 1200 55.0 59.8 87.6 103.5 55.0 55.6 1300 54.5 59.4 87.6 104.2 55.0 55.0 1400 54.6 59.5 88.2 104.1 54.2 55.5 1500 55.8 59.3 88.6 104.5 54.8 55.4 1600 55.8 59.5 89.2 100.6 54.9 55.3 1700 55.8 59.5 89.8 100.8 54.4 55.1 1800 55.7 59.3 89.6 102.5 54.2 55.1 1900 55.6 59.3 89.8 104.2 54.2 55.1 E 2000 55.5 59.3 88.6 104.9 54.5 55.1 g l 2100 55.5 59.0 87.2 103.5 54.6 55.2 2200 55.5 59.0 88.0 104.3 54.2 55.1 2300 55.3 58.7 88.9 105.3 53.9 54.9 2400 55.3 58.9 89.5 106.5 54.3 54.9 l
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| TABI.E 90 '
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| HOURLY WIER TEMPERATURE ( F) DATA, QUAD-CITIES STATION, APRIL 30, 1980 Cooling Canal Cold Downstream Sensars I Time 0100 Upstream 55.3 Intske 58.8 End 88.7 Discharge 106.1 A
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| 53.4 B
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| 54.8 C D 0200 55.2 58.6 89.2 106.4 54.0 54.7 0300 55.2 58.5 89.7 107.2 53.8 54.6 0400 55.0 58.5 90.3 108.0 54.0 54.7 0500 55.0 58.5 90.2 108.5 54.2 54.5 0600 55.0 58.1 90.4 108.5 54.0 54.6 0700 55.0 58.0 90.8 108.9 54.2 54.7 0800 55.1 58.2 91.5 109.4 54.2 54.8 0900 55.4 58.5 91.8 109.8 54.2 54.8 1000 55.4 ~ 58.6 92.0 110.1 54.5 54.7 1100 55.6 58.5 92.6 110.0 55.0 55.0 1200 55.7 58.7 93.0 110.5 54.9 55.5 1300 55.7 59.0 93.4 110.6 54.8 59.2 1400 55.8 59.5 93.6 111.2 55.0 59.2 1500 55.8 59.1 93.5 111.0 55.0 59.1 1600 56.0 59.6 93.8 111.5 55.0 59.6 1700 2/ 56.2 59.6 93.2 109.9 57.2 57.2 1800 56.2 59.6 94.5 110.2 57.5 57.1 1900 56.2 59.9 94.5 110.4 57.5 57.0 2000 56.2 59.8 94.8 110.4 57.6 56.9 2100 56.2 59.4 94.9 110.4 57.5 56.9 2200 56.0 59.5 95.0 110.1 57.3 56.8 2300 55.9 59.2 95.0 110.1 56.8 56.7 2400 55.9 59.5 95.3 110.0 55.9 56.5 2/ Instruments zeroed to ground truth (#3 not adjusted)
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| TABLE 91 HOURLY WATER TEMPERATURE ( F) DATA, QUAD-CITIES STATION, MAY 1, !980 Cooling Canal Cold Downstream Sensors Time Upstream Intake End Discharge A B C D 0100 55.8 58.7 95.0 109.2 55.8 52.0 1/ 4_/ 4/
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| 0200 55.8 58.8 95.0 109.0 57.6 54.1 0300 55.8 58.9 94.9 108.6 56.9 56.1 0400 55.7 58.5 94.6 108.4 53.4 51.7 0500 55.7 58.7 93.9 107.9 55.6 51.6 l
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| 5 0600 55.7 58.6 93.4 10'.5 56.3 52.2 0700 55.7 58.4 93.1 107.3 53.5 51.6 0800 55.9 58.3 92.9 107.1 53.5 51.7 0900 55.6 58.3 92.9 107.1 . 53.5 51.7 1000 55.9 58.4 92.? 106.7 53.5 51.7 1100 56.1 59.5 93.4 107.3 53.7 51.7 1200 56.5 59.5 93.7 107.7 53.9 52 0 1300 56.5 59.7 93.9 95.7 54.2 52.6 1400 56.7 58.0 94.1 95.7 54.6 52.5 1500 57.3 59.2 95.2 96.5 54.9 52.8 1600 57.5 59.7 95.6 96.8 55.1 53.0 1700 57.5 59.0 89.0 93.7 55.0 53.3 1800 57.6 59.2 -4/ 92.0 55.3 53.3 i 1900 57.6 59.0 91.7 55.3 53.5 l 2000 57.6 59.1 92.2 55.5 53.7 2100 57.5 58.4 91.3 55.2 53.7 g 2200 57.3 58.5 89.5 54.9 53.7 5 i
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| 2300 57.2 58.4 89.4 54.8 53.7 2400 57.0 58.3 89.8 54.8 58.3 N Se nsor malfunction - no data
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| ' I 1 Erratic readings due to recovery from electrical storm I
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| . I
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| I l TABLE 92 i
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| HOURLY WATER TEMPERATURE ( F) DATA, QUAD-CITIES STATION, MAY 2, 1980 Ccoling i Canal Cold Downstream Sensors Time Upstream Intake End Discharge A B C D l 0100 56.9 58.0 91.5 54.8 57.2 l 0200 57.0 58.0 90.8 54.9 58.5 l 0300 56.8 58.0 91.4 54.9 52.7 1!
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| l 0400 56.7 57.7 92.3 54.7 56.9 0500 56.7 57.7 93.4 54.8 57.0 0600 56.7 57.6 94.4 54.3 57.0 0700 56.8 57.6 95.3 54.7 57.2 0800 57.1 57.6 96.0 55.0 57.3 0900 57.1 57.6 97.0 54.8 57.2 g 1000 57.4 58.3 98.0 56.7 57.6 i g 1100 57.8 58.9 99.0 57.2 58.2 1200 58.3 59.7 100.3 57.6 58.4 l 1300 58.5 60.1 101.1 57.7 58.4
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| ! 1400 2
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| 59.1 60.9 o, M2.5 58.0 58.5
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| ; 1500 7 59.2 61.3 89.45 103.0 58.4 58.6
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| : 1600 59.5 61.8 9P 103.3 58.6 59.0 ll 1700 59.7 61.7 90.4 103.8 58.6 59.3 3 1800 59.8 61.8 91.0 104.6 58.8 59.3 1900 59.6 61.6 91.3 104.6 58.7 59.3 l 2000 59.6 61.4 91.4 104.5 58.6 59.3 2100 59.5 61.2 91.7 105.3 59.9 59.5 2200 59.3 61.0 91.9 105.4 60.0 59.4 2300 59.0 60.6 91.7 105.3 60.0 59.3 2400 58.8 60.2 91.7 105.2 60.1 59.0 2/
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| - Instruments zeroed to ground truth data i
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| 1 Sensor turned on, calibrated, and zeroed to ground truth 1 Erratic readings due to sensor recovery from electrical disturbance
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| l TABLE 93 If0URLY WATER TEMPERATI'RE (*F) DATA, QUAD-CITIES STATION, MAY 3, 1980 Cooling I
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| Canal Cold Downstream Sensors Time Upstream Intake End Discharge A B C D l
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| 0100 58.7 60.3 92.0 105.4 60.3 59.1 0200 58.8 60.0 91.8 105.6 60.4 59.1 0300 58.8 60.0 91.6 105.4 60.6 59.4 a 0400 58.7 60.0 91.5 105.4 60.7 59.5 g 0500 58.8 60.0 91.3 105.5 60.7 59.1 0600 58.8 60.0 91.2 105.7 60.6 59.3 0700 58.8 59.8 91.0 105.5 60.6 59.7 0800 59.1 59.8 91.0 105.4 60.7 60.5 0900 59.2 60.1 91.3 105.9 60.8 60.8 1000 59.5 60.5 91.9 106.5 61.2 61.3 g 1100 59.7 61.0 92.7 107.1 61.7 62.
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| 1200 60.0 61.6 92.8 104.0 62.0 62.8 I 1300 60.5 62.2 92.7 102.2 62.4 63.4 1400 60.9 62.8 92.7 102.2 62.7 64.0 1500 61.1 63.0 92.4 102.2 62.8 64.2 1600 61.6 63.4 92.3 101.9 63.2 64.4 1700 61.8 63.8 90.8 101.9 63.4 64.5 1800 61.8 63.9 89.4 101.2 63.4 64.4 l 1900 61.8 64.0 89.0 100.8 63.3 64.4 2000 61.7 63.8 88.8 101.0 63.3 64.4 2100 61.6 63.7 88.5 100.7 63.2 64.5 2200 61.3 63.6 88.3 100.6 62.8 64.5 2300 61.0 63.4 87.6 100.3 62.7 64.3 2400 60.8 63.0 C7.3 99.8 62.4 64.2 1
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| I TABLE 94 HOURLY WATER TEMPERATURE ( F) DATA, QUAD-CITIES STATION, MAY 4, 1980 Cooling Canal ,
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| Cold Downstream Sensors Time Upstream Intake End Discharge A B C D 0100 60.7 62.4 87.2 99.3 62.3 63.9 0200 60.6 62.4 87.1 99.4 62.4 58.5 0300 60.7 62.4 86.9 99.3 62.0 58.8 0400 60.7 62.3 86.5 98.9 61.7 58.5 0500 60.6 62.3 86.2 98.8 60.6 58.5 0600 60.7 62.3 85.7 98.4 60.7 58.7 I 0700 0800 0900 60.6 60.9 01.0 62.0 62.2 62.3 85.2 85.3 85.3 98.1 98.3 98.5 60.6 60.9 61.4 58.8 59.2 59.4 1000 61.3 63.4 85.8 98.7 61.6 59.7 1100 61.7 63.4 86.3 99.6 62.0 60.0 1200 62.1 63.8 86.9 99.5 62.5 60.1 1300 62.5 64.5 87.6 99.7 63.0 60.3 1400 63.0 65.0 87.8 100.5 63.3 60.5 1500 63.3 65.4 88.4 100.5 63.6 60.6 1600 63.7 65.8 88.6 100.9 63.9 60.7 1700 63.7 65.9 88.4 100.5 64.0 60.7 1800 63.8 66.1 88.3 100.0 64.3 60.8 1900 63.7 66.0 88.3 99.8 64.3 60.9 2000 63.8 65.9 88.2 100.7 64.1 60.8 2100 63.6 65.8 88.1 100.7 63.6 60.8 2200 63.4 65.5 87.7 100.4 63.8 60.7 2300 63.3 65.4 87.2 100.2 63.7 60.6 2400 63.1 65.2 86.8 99.9 63.5 60.4 l
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| I
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| l TABLE 95 HOURLY WATER TEMPERATURE ( F) DATA, QUAD-CITIES STATION, MAY 5, 1980 Cooling Canal l Cold Downstream Sensors Time Upstream Intake End Discharge A B C D l 0100 62.9 64.8 86.7 99.4 63.3 60.2 l 0200 62.7 64.6 86.5 99.3 63.3 60.1 0300 62.5 64.3 86.1 99.0 63.0 60.0 0400 62.3 63.9 85.5 98.7 62.8 59.9 0500 62.2 63.8 85.4 98.4 62.7 59.7 l 0600 62.1 63.8 85.2 98.4 62.8 59.7 i
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| 0700 62.0 63.6 84.8 98.3 62.7 59.8 l 0800 62.0 63.5 89.7 98.3 62.7 60.0 l 0900 62.5 64.0 85.0 98.7 63.2 60.5 l 1000 62.7 64.3 85.5 98.9 63.5 60.8 1100 63.0 64.7 85.8 99.6 f. . 6 61.0 1200 63.3 65.5 86.5 100.2 63.8 61.4 1300 63.6 65.8 87.2 101.0 64.3 61.8 1400 63.9 66.0 87.3 101.3 64.3 61.8 1500 64.2 66.1 87.5 102.0 64.5 62.2 1600 64.3 66.3 87.7 102.4 64.7 62.3
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| ! 1700 64.5 66.5 87.7 102.0 64.8 62.4 1800 64.6 66.8 87.7 102.5 65.1 62.5 1900 64.5 66.6 87.5 102.8 64.9 62.4 2000 64.6 66.7 87.5 102.3 65.0 62.3 2100 64.3 66.7 87.5 102.6 64.9 62.3
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| ! 2200 64 3 66.4 87.4 102.3 64.6 62.0 2300 6L.0 66.2 87.0 102.3 64.5 61.7 2400 61.9 66.0 87.0 102.0 64.4 61.6 1
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| I TABLE 96 HOURLY WATER TEMPERA 1URE (*F) DATA, QUAD-CITIES STATION, MAY 6, 1980 Cooling Canal I Time Upstream Intake Cold End Discharge A Downstream Sensors B C D I 0100 0200 0300 63.6 63.4 63.3 65.8 65.6 65.5 86.2 86.2 85.6 102.4 101.7 101.5 64.0 64.0 64.6 61.3 61.0 61.0 I 0400 0500 0600 63.2 63.1 63.0 65.3 65.0 64.7 85.4 85.4 85.3 100.3 100.3 100.3 63.0 63.7 63.8 60.8 60.6 61.7 0700 63.0 64.6 84.9 100.3 63.5 61.7 0800 63.0 64.4 84.8 100.4 63.6 60.9 0900 63.2 64.5 84.5 100.3 63.7 60.9 1000 63.4 65.0 84.5 100.3 64.0 61.2 I 1100 1200 1300 63.6 64.0 64.0 65.4 66.0 66.3 85.0 85.0 85.0 100.6 101.3 101.3 64.3 64.4 64.6 61.4 61.5 61.7 1400 64.4 66.7 84.7 101.5 65.0 61.8 1500 U 64.6 67.0 84.5 101.0 65.2 65.6 1600 64.5 67.0 84.2 100.8 65.2 65.8 1700 64.5 66.7 84.0 100.6 65.0 65.7 1800 64.4 66.5 84.0 100.4 64.9 65.7 1900 64.5 65.3 83.8 100.4 65.0 66.0 2000 64.2 66.0 83.0 100.0 64.7 65.6 2100 63.0 65.7 82.7 99.7 64.5 65.5 2200 63.7 65.4 82.6 99.7 64.3 65.0 2300 63.4 65.2 82.4 99.6 63.9 64.7 2400 63.2 64.8 82.1 99.3 63.7 64.4 U Instruments zerced to ground truth data I
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| I
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| TABLE 97 HOURLY WATER TEMPERATUPE (*F) DATA, QUAD-CITIES STATION, MAY 7, 1980 Cooling Canal Cold Downstream Sensors Time Upstream Intake End Discharge A B C D 0100 63.0 64.6 81.8 99.2 63.5 64.1 0200 62.7 64.3 81.6 99.0 63.3 63.7 0300 63.6 64.3 81.8 98.9 63.2 63.7 0400 62.3 64.0 81.8 98.8 63.0 63.4 0500 62.3 63.6 81.7 98.7 62.8 63.4 0600 62.2 63.4 81.6 98.5 62.8 63.3 0700 62.0 63.3 81.4 98.5 62.7 63.3 0800 62.0 63.2 81.5 98.3 62.6 63.4 0900 62.0 63.3 81.4 98.5 62.5 63.4 1000 62.1 63.5 81.5 98.3 62.7 63.6 1100 62.3 64.3 82.0 98.5 62.8 63.7 1200 62.4 64.3 81.6 98.7 63.0 63.8 1300 62.5 64.4 81.5 98.7 63.0 64.2 E 1400 62.5 64.5 81.6 98.6 63.0 64.3 g 1500 62.6 64.7 81.4 98.9 63.2 64.4 1600 62.5 64.6 81.5 98.7 63.0 64.2 1700 62.6 64.7 81.3 98.8 63.0 64.5 1800 62.5 64.5 81.4 98.5 62.9 64.4 1900 61.4 64.3 81.2 98.3 62.7 64.3 2000 62.0 64.3 81.2 98.2 62.4 64.2 g 2100 62.0 64.0 81.2 98.0 62.0 63.8 5 2200 61.7 63.6 81.3 97.8 62.0 63.7 2300 61.4 63.3 81.0 94.0 61.6 63.5 2490 61.1 63.0 81.0 93.3 61.4 63.4
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| TABI.E 98 HOURLY WATER TEMPERATURE ( F) DATA, QUAD-CITIES STATION, MAY 8, 1980 I
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| l Cooling l Canal Cold Downstream Sensors l
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| Time Upstream Intake End Discharge A B C D 0100 60.7 62.6 80.7 92.2 61.0 64.3 0200 60.3 62.2 80.6 91.7 60.6 64.4 0300 60.2 61.9 80.5 90.5 60.2 64.1 0400 59.8 61.4 78.6 89.4 60.1 63.7 0500 59.7 61.2 78.0 89.4 59.8 62.8 j 0600 59.4 60.7 77.3 89.6 59.5 63.7 0700 59.4 60.6 76.7 90.0 59.5 64.4 I 0800 0900 1000 59.2 59.2 59.0 60.5 60.5 60.5 76.3 76.2 76.4 90.0 90.0 89.6 59.3 59.4 59.2 64.3 64.4 64.3 1100 59.2 60.4 76.8 90.4 59.2 60.6 i
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| 1200 59.4 60.7 77.5 91.3 59.4 7/
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| 1300 59.6 61.3 77.6 90.6 59.5 1400 59.6 61.4 78.3 92.4 59.5 ll 1500 59.6 61.6 79.0 93.0 60.0 3 1600 59.9 61.8 80.0 94.0 60.0 1700 60.0 62.0 80.8 94.6 60.0 i
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| 1800 59.9 61.7 82.3 96.2 59.9 l 1900 59.9 61.5 82.6 96.4 60.0 l 2000 59.9 61.4 82.6 96.3 60.0 2100 59.9 61.2 83.0 96.5 60.0 2200 59.7 60.8 83.6 97.2 60.0
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| ! 2300 59.5 60.7 84.4 98.0 59.8 l 2400 59.4 60.5 85.0 98.4 59.6 U Circuit for Downstream Sensor B checked by IM l
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| I TABLE 99 I
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| H01'RLY WATER TEMPERATURE ( F) DATA, QUAD-CITIES STATIOV, MAY 9, 1930 Cooling Canal Cold Downstream Sensors Time Upstream Intake End Discharge A B C D 0100 59.2 60.4 85.0 97.0 59.4 0200 59.0 60.3 84.8 94.8 59.3 0300 58.7 60.3 84.0 94.0 59.0 0400 58.5 60.0 83.6 93.6 58.8 E 0500 58.4 59.7 83.0 93.2 58.6 3 0600 58.2 59.4 82.0 92.6 58.5 0700, 58.0 59.2 80.8 92.0 58.3 0800 0 0900 1000 1100 1200SI 60.1 6C.0 83.0 100.5 -1/ 60.0 60.6El 1300 60.4 60.3 84.0 101.6 60.3 60.8 1400 60.7 60.7 86.5 103.3 60.7 61.6 1500 61.2 61.3 87.4 104.5 61.0 62.2 1600 61.5 61.5 87.8 105.0 61.4 62.6 1700 61.9 61.9 88.3 105.2 61.7 62.7 1800 61.9 61.9 89.4 106.2 61.8 62.7 1900 62.1 62.1 89.9 106.6 62.0 62.9 2000 62.0 62.0 89.9 107.0 62.0 62.8 2100 62.0 62.0 90.2 107.6 62.0 62.8 2200 62.2 61.8 90.5 107.9 62.0 62.7 2300 62.1 61.7 90.7 108.0 62.0 62.6 2400 61.9 61.7 90.7 108.0 61.8 62.4 1/ Continuous monitoring system adjusted and recalibrated by IM S Instruments zerced to ground truth data 1 Recorder not printing, IM Notified S!Sensor turned on, calibrated and zerced to ground truth
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| I TABLE 100 HOURLY WATER TEMPERATURE ( F) DATA, QUAD-CITIES STATION, MAY 10, 1980 I Cooling Canal Cold Downstream Sensors Time Upstream Intake End Discharge A B C D 0100 61.7 61.4 90.7 107.8 61.7 62.1 0200 61.7 61.5 90.7 107.9 61.7 62.1 0300 61.6 61.3 90.7 107.8 61.6 61.7 I 0400 0500 0600 61.5 61.4 61.4 61.2 61.2 61.0 91.0 91.0 91.2 108.4 108.3 108.4 61.5 61.4 61.4 61.6 61.6 61.5 0700 61.3 61.0 91.1 108.5 61.3 61.3 I 0800 0900 61.3 61.2 60.9 60.9 91.0 90.8 108.2 108.2 61.3 61.3 61 3 61.2 1000 61.2 60.9 90.3 104.1 61.4 61.3 1100 61.3 61.1 89.3 102.5 61.5 61.3 1200 61.5 61.5 88.5 102.0 61.7 61.7 1300 61.8 61.8 88.1 101.9 62.0 62.3 1400 61.9 61.9 87.5 101.8 62.3 62.8 1500 62.2 62.3 86.5 101.6 62.4 63.1 1600 62.3 62.4 86.0 100.9 62.7 63.5 1700 62.4 62.6 85.6 101.3 62.8 63.7 1800 62.5 62.5 85.7 101.0 62.9 63.9 1900 62.5 62.5 85.8 101.3 63.1 63.9 2000 62.6 62.6 85.7 101.4 63.2 64.1 2100 62.8 62.6 85.8 101.3 63.3 64.1 2200 62.8 62.6 85.8 101.3 63.4 64.0 2300 62.8 62.5 85.8 101.4 63.4 63.8 2400 62.8 62.5 86.0 99.8 63.4 63.6 I
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| TABLE 101 HOURLY WATER TEMPERATURE (*F) DATA, QUAD-CITIES STATION, MAY 11, 1980 Cooling I
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| Canal Cold Downstream Sensors Time Upstream Intake End Discharge A B C D 0100 62.8 62.3 86.0 96.0 63.2 63.4 0200 62.6 62.2 85.3 95.3 63.1 63.1 0300 62.4 62.1 84.8 95.7 62.9 62.9 0400 62.2 61.8 84.0 93.9 62.7 62.7 0500 61.9 61.7 82.5 92.9 62.3 62.6 0600 61.8 61.4 80.7 91.2 62.0 62.3 0700 61.7 61.3 80.0 89.1 62.0 62.1 0800 61.5 61.2 80.0 88.2 61.7 61.8 0900 61.4 61.2 78.8 88.2 61.6 61.5 1000 61.4 61.4 78.5 90.0 61.5 61.5 1130 61.5 61.5 78.5 91.4 61.5 61.7 1200 61.6 61.7 78.4 91.6 61.7 62.2 1300 62.0 62.3 79.1 92.6 62.0 62.7 1400 62.2 62.6 80.6 94.6 62.3 63.2 g 1500 62.4 63.0 82.0 95.2 62.4 63.4 5 62.6 63.0 82.4
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| ~
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| 1600 95.9 62.7 63.9 1700 62.7 63.4 82.7 96.4 62.9 64.0 1800 62.9 63.2 83.1 96.7 63.0 64.1 1900 62.9 63.0 84.0 97.3 63.1 64.0 2000 62.8 62.8 84.0 96.4 63.2 64.0 2100 62.7 62.7 83.9 95.4 63.2 64.0 '
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| 2200 62.7 62.5 84.0 95.0 63.0 63.8 2300 62.5 62.5 84.3 94.4 62.9 63.8 2400 62.6 62.3 83.6 93.6 62.8 63.4 I
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| I I
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| I TABLE 102 HOURLY WATER TEMPERATURE ( F) DATA, QvAD-CITIES STATION,
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| ;;AY 12, 1980 Cooling Canal Cold Downstream Sensors Time Upstream Intake End Discharge A B C D 0100 62.6 62.2 83.0 93.0 62.7 63.0 0200 62.3 62.3 8 2 . ', 92.4 62.6 62.9 0300 62.0 61.9 81.9 91.9 62.3 62.4 0400 62.0 61.9 81.9 91.9 62.3 62.2 0500 61.7 61.7 81.4 91.8 62.1 61.9 0600 61.5 61.5 81.1 91.4 61.8 61.7 I 0700 0800 0900 61.3 61.2 61.4 61.4 61.2 61.2 80.8 80.7 80.5 91.6 92.1 94.7 61.4 61.7 61.5 61.4 61.7 61.9 61.7 1000 61.4 61.3 80.3 94.6 61.4 61.4 62.0 I 1100 1200 61.4 61.8 62.1 61.4 61.8 62.2 80.6 81.1 94.7 96.4 61.5 61.9 61.4 61.9 62.0 62.5 1300 83.4 98.2 62.1 62.1 63.0 I 14 ;)
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| 1500 1600 62.2 62.4 62.5 62.6 62.6 62.7 83.8 84.4 85.1 100.4 101.4 101.5 62.5 62.6 62.6 62.5 62.6 62.7 63.5 63.8 63.9 1700 62.6 62.6 86.0 102.2 62.7 62.8 64.1 1800 62.6 62.7 87.2 102.8 62.7 62.8 64.3 1900 62.6 62.6 87.3 102.4 62.7 63.0 64.2 2000 52.7 62.6 87.8 101.8 62.8 62.9 64.3 21 " ) 62.9 62.7 88.2 101.7 63.0 63.0 64.2
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| ~. 0 0 62.7 62.7 88.4 101.3 62.8 62.8 63.8 2300 62.7 62.6 88.1 102.1 62.9 62.9 63.9 2400 62.6 62.6 87.6 103.2 62.8 62.8 63.7 I
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| I TABLE 103 HOURLY WATER TEMPERATURE ( F) DATA, QUAD-CITIES STATION, MAY 13, 1980 Cooling Canal Cold l
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| Downstream Sensors E Time Upstream Intake End Discharge A B C D 1
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| 0100 62.4 62.3 87.6 103.8 62.6 62.6 63.5 0200 62.4 62.3 87.4 103.3 62.6 62.6 63.4 0300 62.1 62.2 87.9 103.5 62.5 62.5 63.2 g 0400 62.1 62.3 88.6 104.3 62.4 62.4 0500 62.1 61.9 89.0 104.7 62.3 02.3 62.9 62.A g
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| 0600 62.1 61.9 88.4 104.1 62.2 62.2 62.7 0700 62.0 61.8 88.3 104.0 62.1 62.1 62.6 0800 62.0 61.8 88.5 104.1 62.0 62.0 62.5 l
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| m 0900 61.9 61.7 88.7 104.4 61.9 61.9 62.4 1000 61.8 61.8 88.6 104.2 61.8 61.8 62.4 g 1100 61.7 61.7 89.0 104.7 62.0 61.9 62.4 g 1200 61.9 61.9 89.5 105.5 62.1 62.0 62.5 1300 62.0 62.0 88.9 105.5 62.0 62.0 62.8 1400 2/ 61.3 61.6 88.4 103.4 61.6 61.0 61.8 1500 61.5 61.4 87.8 100.7 61.5 61.4 61.9 1600 61.4 61.4 86.9 98.5 61.4 61.4 62.0 1700 61.2 61.2 85.9 97.6 61.5 61.5 62.1 g 1800 61.4 61.0 85.4 97.0 61.4 61.5 62.1 g 1900 61.4 61.0 84.5 96.5 61.4 61.4 61.7 2000 61.2 60.9 83.4 96.5 61.4 61.4 61.5 2100 61.0 60.9 82.5 95.9 61.4 61.4 61.4 2200 61.0 60.6 82.2 95.7 61.3 61.3 61.4 2300 61.0 60.6 82.1 95.7 61.2 61.2 61.2 2400 61.0 60.4 82.0 95.6 61.1 61.1 61.1 U Instruments zerced to ground truth I
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| I TABLE 104 HOURLY WATER TEMPERATURE (*F) DATA, QUAD-CITIES STATION, MAY 14, 1980 I
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| Cooling I Time Upstream Intake Canal Cold End Discharge A Downstream Sensors B C D 0100 60.8 60.3 82.0 95.8 61.0 61.0 61.0 0200 60.6 60.3 81.6 95.6 60.8 60.8 60.7 0300 60.4 60.2 81.3 60.6 I 0400 0500 60.3 60.0 60.1 59.8 81.0 80.7 95.5 95.2 94.6 60.4 60.3 60.6 60.5 60.3 60.4 60.5 59.9 0600 60.0 59.7 80.7 94.4 60.1 60.1 59.7 0700 59.8 59.4 80.5 94.3 60.0 60.0 59.4 0800 59.5 59.2 80.5 94.5 60.0 59.2 59.3 0900 59.9 59.8 81.1 95.0 60.1 59.3 59.4 60.1 I 1000 1100 1200 60.3 60.6 60.1 60.3 60.7 81.4 82.0 82.8 95.4 96.0 97.0 60.3 60.3 60.6 59.4 59.5 59.6 59.4 60.0 60.1 1300 60.7 61.0 83.3 97.3 61.0 59.9 60.4 I 1400 1500 1600 60.9 61.1 61.1 61.2 61.7 61.6 83.8 84.4 85.2 98.2 98.6 99.4 61.0 61.3 61.3 60.0 60.2 60.5 60.9 61.2 61.5 I 1700 1800 1900 61.3 61.4 61.4 61.7 61.8 61.7 85.4 85.6 85.5 99.6 99.6 99.4 61.4 61.5 61.4 60.6 60.7 60.9 61.9 62.0 61.9 2000 61.4 61.4 85.6 98.8 61.3 60.7 61.5 2100 61.1 61.2 85.7 98.7 61.3 60.7 61.4 2200 61.0 61.0 85.6 98.8 61.3 60.6 61.4 2300 60.5 61.0 85.6 98.7 61.4 60.6 61.3 i I 2400 59.9 61.1 85.3 98.5 61.4 60.1 61.6 lI I
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| TABLE 105 IfOURLY WATER TEMPERATURE ( F) DATA, QUAD-CITIES STATION, MAY 15, 1980 Cooling Canal Cold Downstream Sensors Time Upstream Intake End Discharge A l
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| B C D E 0100 59.4 61.0 85.0 98.4 60.7 59.4 61.5 0200 58.8 61.1 84.9 97.5 60.5 59.4 61.0 0300 58.8 60.9 85.0 98.3 60.6 59.9 61.1 0400 58.8 60.8 84.9 98.0 59.6 58.8 60.9 0500 58.6 60.7 84.9 97.7 59.6 58.8 60.7 0600 58.6 60.5 84.9 98.1 59.4 58.9 60.5 0700 58.6 60.5 84.5 98.0 59.4 58.7 60.7 0800 58.6 59.8 84.4 97.5 59.1 58.2 60.1 0900 59.8 59.8 84.7 97.5 60.0 60.0 59.9 l
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| m 1000 59.9 59.9 85.0 97.5 60.1 59.9 60.0 1100 60.1 60.1 85.3 98.0 60.2 60.1 60.4 1200 60.7 60.7 85.6 98.2 60.6 60.3 61.7 1300 60.8 61.0 86.0 98.7 60.E 60.6 62.3 1400 61.3 61.5 86.6 99.2 61.3 60.9 63.0 1500 61.6 61.8 86.7 99.3 61.8 61.3 63.6 1600 62.3 62.6 87.0 100.0 62.5 61.7 63.8EI 64.4 1700 62.6 63.0 86.8 99.9 63.0 62.2 64.9 64.6 1800 62.9 63.5 87.0 100.2 63.2 62.4 64.8 64.6 1900 62.9 63.3 86.9 100.2 63.2 62.5 65.5 64.8 l
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| l 2000 63.0 63.2 86.7 99.9 63.2 62.6 65.1 64.6 2100 63.1 63.1 86.6 99.9 63.2 62.5 64.8 64.3 2200 63.0 63.0 86.4 99.9 63.2 62.3 64.9 64.4 2300 63.1 63.1 85.4 99.2 63.2 62.3 64.6 64.4 j 2400 62.8 62.9 84.8 98.5 63.1 62.1 64.4 64.2 9/ sensor calibrated by In, zeroed to ground truth l
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| TABLE 106 HOURLY WATE." ;~iPERATURE ( F) DATA, QUAD-CITIES STATIt .
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| MAY 16, 1980 Cooling I Time Upstream Intake Canal Cold End Discharge Downstream Sensors a B C D 0100 62.6 62.7 84.2 98.4 62.8 42.0 64.0 63.8 0200 62.4 62.4 83.6 97.8 62.7 6. 7 63.9 63.4 0300 62.4 62.4 83.4 97.5 62.6 61.5 63.7 63.3 0400 62.2 62.2 83.1 97.5 62.4 61.4 63.6 63.1 0500 61.9 61.9 82.7 97.2 64.2 61.1 63.4 62.9 0600 61.6 61.6 82.4 96.9 62.0 60.7 63.5 62.7 0700 61.4 61.4 82.1 96.6 61.6 60.6 63.5 62.4 0800 61.4 61.4 82.0 96.6 61.6 60.6 63.5 62.5 0900 60.9 61.1 81.7 96.4 61.1 60.3 63.6 62.4 1000 60.9 61.2 81.9 96.3 61.2 60.3 64.1 62.5 1100 61.3 61.4 82.3 96.9 61.5 60.7 64.3 63.0 1200 61.3 61.3 82.5 96.8 61.5 61.0 64.6 63.2 1300 61.3 61.3 82.4 96.6 61.6 61.1 64.4 63.3 1400 61.3 61.3 82.1 96.1 61.6 61.1 64.3 63.5 1500 61.3 61.3 82.0 96.0 61.6 61.0 64.1 63.6 1600 61.4 61.4 82.2 95.6 61.6 61.0 64.1 63.6 1700 61.4 61.4 82.4 95.6 61.6 61.0 63.9 63.6 1800 61.4 61.3 82.1 95.6 61.6 61.1 63.5 63.5 1900 61.3 61.2 81.9 95.5 61.6 61.1 63.4 63.4 I 2000 2100 2200 61.2 61.1 61.0 61.2 61.1 61.0 81.1 80.8 80.6 95.3 95.1 95.1 61.5 61.5 61.4 61.0 60.7 60.7 63.1 62.9 62.5 63.0 62.6 62.4 2300 61.0 60.9 80.6 94.7 61.2 60.6 62.2 61.7 2400 60.6 60.7 80.5 91.6 61.0 60.5 61.8 61.8 I
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| I TABLE 107 H0l!RLY WATER TEMPERATURE ( F) DATA, QUAD-CITIES STATION, MAY 17, 1980 l l
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| Cooling Canal Cold Downstream Sensors Time Upstream Intake End Discharge A B C D C100 60.2 60.5 80.7 88.8 60.9 60.6 61.6 61.6 0200 59.9 60.4 80.8 86.1 60.6 60.4 61.3 61.4 0300 59.5 60.1 80.8 83.7 60.3 60.3 60.8 61.1 0400 59.4 60.0 80.8 82.0 60.2 60.2 60.6 61.0 0500 59.1 60.0 80.0 81.0 60.1 60.1 60.1 61.0 0600 59.1 59.6 78.9 80.2 60.0 60.0 60.1 60.9 0700 59.0 59.7 77 7 79.4 59.9 60.0 60.1 60.9 0800 58.9 59.6 76.4 78.5 59.8 60.0 60.4 60.9 0900 58.1 59.7 75.4 77.5 59.1 59.4 60.6 60.6 1000 58.3 59.5 74.7 77.5 58.8 59.9 60.4 60.4 1100 58.5 59.2 74.3 77.2 58.6 59.9 61.4 60.3 1200 59.4 59.1 -4/ 77.1 58.6 54.8 7/ -4/ 4/
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| 1300 59.6 58.9 76.6 58.6 55.1 1400 59.2 58.8 76.3 58.6 55.0 1500 58.0 61.6 90.7 58.6 55.0 1600 58.3 60.0 91.3 58.6 54.8 1700 58.9 60.2 91.5 59.7 56.0 1800 59.3 61.0 91.8 59.9 55.8 1900 53.3 61.3 92.2 59.7 55.7 2000 59.2 61.9 94.1 59.6 55.6 2100 59.1 59.7 99.1 59.6 55.5 2200 59.1 59.5 99.0 59.6 55.5 2300 59.1 iS9.3 99.0 59.4 55.5 2400 53.9 59.7 99.2 59.4 55.4 b! Sensor malfunction - no data 7/ Erratic readings due to electrical storm interference
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| I TABLE 108 HOURLY WATER TEMPERATURE (*F) DATA, QUAD-CITIES STATION, MAY 18, 1980 Cooling I Canal Cold Downstream Sensors Time Upstream Intake End Discharge A B C D 0100 58.8 60.2 99.2 59.2 55.4 0200 58.8 59.6 102.5 58.9 55.3 0300 58.5 59.1 102.6 58.4 55.4 0400 58.7 59.8 102.7 58.5 55.4 0500 58.7 58.8 103.0 57.2 55.4 0600 58.7 59.7 102.3 57.7 55.4 0700 58.7 58.8 103.0 59.1 55.4 0800 58.7 58.8 104.2 59.4 55.6 0900 58.7 60.1 104.5 59.8 56.0 I 1000 1100 1200 58.6 58.7 58.7 59.4 59.5 59.9 104.7 104.7 104.7 59.9 59.9 59.9 55.8 53.8 55.8 1300 58.7 60.2 105.3 60.1 55.8 1400 $3.0 60.6 105.5 60.1 55.7 1500 59.0 60.0 105.8 60.1 55.8 1600 59.1 60.1 105.8 60.3 56.0 1700 59.1 59.4 105.8 60.3 56.1 1 1800 59.1 59.9 105.8 60.4 56.6 1900 59.3 60.4 106.0 60.3 56.7 2000 59.3 60.8 106.7 60.4 56.7 2100 59.3 61.4 106.5 59.1 56.7 2200 59.4 60.4 106.8 57.0 57.0 2300 59.3 60.1 106.6 59.4 56.9 2400 59.3 60.0 106.7 60.0 57.0 I
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| TABLE 109 HOURLY WATER TEMPERATURE (*F) DATA, QUAD-CITIES STATION, MAY 19, 1980 Cooling Canal Cold Downstream Sensors Time Upstream Intake End Discharge A B C D 0100 0200 59.2 59.2 62.0 60.1 106.5 60.0 57.0 I
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| 106.7 59.7 56.9 0300 59.1 60.5 106.7 58.6 56.8 0400 59.2 59.7 106.4 56.9 56.8 0500 59.1 60.4 106.2 59.9 56.8 0600 59.0 58.5 92.6 59.9 57.0 0700 59.0 58.5 84.0 59.9 57.2 0800 59.0 58.5 84.6 60.0 57.3 0900 59.1 58.6 84.7 60.1 57.3 1000 58.7 58.4 84.6 59.9 56.9 1100 59.1 58.7 86.0 60.1 57.1 1200 59.0 59.0 83.0 60.6 57.0 1300 59.3 59.1 83.7 60.6 56.8 1400 59.5 59.4 84.7 61.0 57.9 1500 SI 59.9 59.9 85.7 60.2 60.4 61.0 1600 60.3 60.3 84.9 60.7 60.7 61.3 1700 60.4 60.6 85.3 60.9 60.9 61.4 1800 60.7 61.2 85.8 61.1 61.1 61.6 1900 60.7 61.1 86.5 61.1 61.1 61.6 2000 60.9 60.3 87.3 61.4 61.1 61.6 2100 60.9 61.1 89.1 61.5 61.1 61.6 2200 60.9 60.9 90.1 61.4 61.0 61.7 2300 61.0 61.0 89.9 61.4 60.8 61.6 l 2400 60.9 60.9 91.1 61.3 60.8 61.6 SI Instruments zerced to ground truth data I
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| TABLE 110 HOURLY WATER TEMPERATURE (*F) DATA, QUAD-CITIES STATION, MAY 20, 1980 Cooling Canal Cold Downstream Sensors Time Upstream Intake End Discharge A B C D 0100 60.6 60.6 92 1 61.1 60.7 61.4 0200 60.6 60.6 92.9 61.1 60.7 61.5 0300 60.5 60.5 93.4 61.1 60.7 61.4 0400 60.4 60.3 94.7 61.0 60.7 61.4 0500 60.3 60.3 94.7 60.7 60.6 61.4 0600 60.1 60.1 94.9 60.6 60.6 61.5 0700 60.2 60.1 96.2 60.6 60.6 61.7 0800 60.2 60.2 97.1 60.6 60.6 62.0 0900 60.3 60.3 97.6 60.5 60.5 62.1 1000 60.4 60.4 98.8 60.6 60.7 62.4 1 1100 60.6 60.6 99.8 60.6 60.7 62.6
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| ;200 60.8 60.8 100.4 60.8 61.0 62.8 1300 61.0 61.0 101.1 61.1 61.2 63.0 1400 61.3 61.7 89.1 2/ 102.2 61.3 61.4 63.3 1500 61.8 61.8 89.9 102.5 61.6 61.7 63.4 1600 62.4 62.5 90.1 103.0 62.0 62.0 63.7 1700 62.7 63.1 90.7 103.2 62.4 62.4 63.8 1800 62.8 63.1 91.0 103.7 62.6 62.6 63.9 1900 63.2 63.5 91.1 104.0 62.7 62.7 64.0 2000 63.2 63.4 91.4 104.6 62.9 62.9 64.1 2100 63.2 63.3 91.5 104.1 62.9 62.9 64.1 2200 63.2 63.2 91.5 105.0 62.9 62.9 64.3 2300 63.2 63.2 91.7 105.1 62.9 62.9 63.9 2400 63.3 63.2 91.7 105.0 62.9 62.9 64.1 2/ Instrument zeroed to ground truth data I
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| TABLE 111 HOURLY WATER TEMPERATURE ( f) DATA, QUAD-CITIES STATION, MAY 21, 1980 Cooling Canal Cold Downstream Sensors Time Upstream Intake End Discharge A B C D 0100 63.2 63.2 91.4 104.8 62.8 62.8 64.1 0200 63.2 63.2 91.5 104.7 62.7 62.8 63.9 0300 63.0 62.8 91.3 104.8 62.6 62.8 63.8 0400 62.9 62.8 91.1 104.9 62.4 62.6 63.6 0500 62.6 62.6 90.6 104.7 62.2 62.5 63.7 0600 62.6 62.5 90.5 104.6 62.1 62.5 63.7 E 0700 62.5 62.4 90.5 104.9 62.0 62.4 63.8 E 0800 62.4 62.4 90.6 105.0 61.3 62.4 64.1 0900 62.7 62.6 91.1 105.3 61.9 62.5 64.3 1000 62.8 62.8 91.6 105.9 62.0 62.6 64.6 1100 63.2 63.4 92.5 106.7 62.2 62.8 64.9 1200 63.6 63.8 92.8 107.3 62.5 63.1 65.3 1300 64.0 64.4 93.8 108.2 63.0 63.5 65.7 1400 64.5 65.0 94.3 108.8 63.2 63.8 65.9-1500 64.9 65.5 94.9 109.9 63.6 64.1 65.9 1600 65.2 65.8 95.1 109.4 63.7 64.3 66.8 1700 65.4 66.3 94.9 105.4 63.7 64.6 66.8 1800 65.5 66.3 94.9 104.9 64.1 64.9 67.0 1900 65.7 66.5 94.1 104.1 64.1 65.1 67.1 2000 65.6 66.2 93.5 103.6 64.1 65.1 67.1 2100 65.6 66.1 92.7 103.4 63.9 65.1 5.9 2200 65.5 65.8 90.6 102.4 64.0 65.1 66.9 l 2300 65.5 65.7 89.9 101.9 63.8 65.1 66.7 2400 65.5 65.6 89.5 101.7 63.8 65.1 66.6 l
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| I TABLE 112 HOURLY WATER TEMPERATURE ( F) DATA, QUAD-CITIES STATION, MAY 22, 1980 i
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| Cooling Canal l Cold Downstream Sensors Time Upstream Intake End Discharge A B C D 0100 65.4 65.6 89.2 101.4 63.6 64.9 66.4 0200 65.3 65.6 89.0 101.4 63.5 64.9 66.4 0300 65.1 65.5 88.3 101.0 63.4 64.8 66.2 0400 65.0 65.5 87.9 100.8 63.2 64.8 66.1 0500 64.8 65.2 87.6 100.3 63.0 64.7 66.0 0600 64.8 64.9 87.3 100.1 63.1 64.7 65.8 0700 64.5 64.6 87.1 100.1 63.4 64.8 66.0 0800 64.6 64.9 87.3 100.0 63.3 64.8 65.9 0900 64.7 64.8 87.0 99.9 63.2 65.0 66.5 I 1000 1100 1200 64.9 65.1 65.4 65.3 65.8 66.0 87.4 87.8 88.1 99.9 100.5 100.7 63.3 65.3 66.2 65.3 65.5 66.2 66.9 66.9 67.6 1300 65.7 66.3 88.4 100.7 66.0 66.4 67.6 I 1400 1500 66.1 66.5 66.7 67.3 88.3 88.4 100.7 101.0 66.2 66.7 66.7 66.9 68.1 68.0 1600 66.8 67.6 88.5 101.3 66.7 67.3 68.1 1700 67.0 68.0 88.8 101.3 67.9 68.0 68.3 l 1800 67.3 68.2 88.7 101.4 67.3 68.3 68.4 l
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| 1900 67.4 68.3 88.6 101.2 67.2 68.5 68.5 2000 67.4 68.4 88.4 101.0 67.3 68.7 68.5 l 2100 67.2 68.1 88.4 100.8 67.1 68.6 68.5 l 2200 67.1 68.0 88.5 101.0 67.0 68.7 68.5 2300 '67.1 67.7 88.1 100.7 66.8 68.7 68.6 l 2400 67.1 67.6 88.0 100.7 66.7 68.7 68.4 l
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| TABLE 113 HOURLY WATER TEMPERATURE ( F) DATA, QUAD-CITIES STATION, MAY 23, 1980 Cooling E Canal Cold Downstream Sensors E
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| Time Upstream Intake End Discharge A B C D 0100 0200 67.3 67.1 67.6 87.7 101.0 66.7 68.5 68.4 I 67.6 87.6 100.9 66.7 68.5 68.3 0300 67.1 67.5 87.6 100.9 66.4 68.4 68.1 0400 67.1 67.4 87.3 100.8 66.3 68.4 67.9 0500 67.0 67.4 87.2 100.7 66.1 68.3 67.9 0600 66.8 67.4 87.0 100.7 65.9 68.1 67.7 g 0700 66.7 68.3 86.9 100.3 65.7 67.8 67.7 g 0800 66.6 67.2 86.9 100.4 65.6 67.8 67.6 0900 66.3 67.0 87.0 100.4 65.5 67.7 67.6 1000 66.1 66.7 86.8 100.3 65.3 67.5 67.6 1100 66.0 66.8 87.1 100.4 65.2 67.4 67.7 1200 66.0 66.8 87.2 100.6 65.0 67.4 67.5 1300 66.0 66.7 87.4 100.7 65.0 67.4 67.7 g 1400 66.0 66.7 87.7 100.7 65.1 67.5 67.7 g 1500 66.1 66.7 87.8 100.9 65.5 67.5 67.7 1600 66.3 66.8 87.9 101.0 65.6 67.4 67.8 1700 66.4 66.8 88.1 101.0 65.9 67.6 67.7 1800 66.4 66.7 88.1 101.2 66.0 67.6 67.8 1900 66.5 66.8 88.1 101.2 66.0 67.8 68.0 2000 66.6 66.8 88.1 101.4 66.0 67.7 67.9 2100 66.5 66.8 88.1 101.2 65.0 67.7 68.1 2200 66.6 66.7 87.9 101.0 67.3 67.7 68.2 2300 66.7 66.8 87.9 99.7 67.6 67.6 67.9 2400 66.6 66.7 87.9 99.6 67.3 67.8 68.0 I
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| TABLE 114 HOURLY WATER TEMPERATURE (*F) DATA, QUAD-CITIES STATION, MAY 24, 1980 I
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| Cooling I Canal Cold Downstream Sensors Time Upstream Intake End Discharge A B C D 0100 66.6. 66.8 87.8 99.5 65.0 66.9 67.9 0200 66.7 66.8 87.7 99.0 64.1 67.9 67.9 0300 66.7 66.8 87.5 99.2 64.! 67.9 67.9 0400 66.7 66.8 87.0 99.0 63.7 67.9 67.9 0500 66.8 66.8 86.7 98.5 63.5 68.0 67.8 0600 66.7 66.7 86.5 98.8 64.8 67.9 67.6 0700 66.7 66.7 86.4 98.5 64.9 67.8 67.7 0800 66.6 66.6 86.4 98.3 65.3 67.7 67.6 0900 66.6 66.7 86.4 98.5 66.3 67.6 67.6 1000 66.8 66.8 86.5 98.4 66.1 67.8 67.6 1100 66.7 67.3 87.0 98.9 66.0 67.9 67.8 1200 66.9 67.5 87.7 99.5 67.0 67.9 67.9 1300 67.1 67.7 88.1 100.0 67.6 68.1 68.1 1400 67.4 68.1 88.6 100.5 66.6 68.3 68.3 1500 67.3 68.6 89.2 101.0 67.0 68.5 68.5 1600 68.0 68.8 89.5 101.4 68.8 68.8 68.6 1700 67.9 68.9 89.5 101.6 68.9 69.0 69.0 1800 68.0 69.0 89.8 101.7 68.7 69.0 68.6 1900 68.1 68.9 89.9 101.8 68.8 69.1 68.6 2000 68.0 68.6 89.5 101.8 68.6 69.0 68.6 2100 68.0 68.5 89.4 101.3 68.6 69.4 68.5 2200 68.0 68.5 89.3 101.2 68.5 69.3 68.5 2300 68.0 68.4 89.0 101.3 68.4 69.1 68.6 2400 68.0 68.4 88.9 101.2 68.5 69.1 68.3
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| TABLE 115 HOURLY WATER TEMPERATURE ( F) DATA, QUAD-CITIES STATION, MAY 25, 1980 Cooling -
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| Canal Cold Downstream Sensors Time Upstream Intake End Discharge A B C D 0100 67.9 68.4 88.7 101.0 68.2 69.3 68.2 0200 67.9 68.2 88.5 101.0 67.9 69.0 68.1 0300 67.8 68.1 88.1 101.7 67.2 69.0 67.8 0400 67.6 68.0 88.0 100.5 67.8 68.7 67.6 0500 67.5 67.7 87.7 99.6 66.7 67.5 68.7 0600 67.4 67.5 87.7 99.5 66.2 68.5 67.4 0700 67.4 67.4 87.6 99.7 65.7 68.4 67.4 0800 67.1 67.4 87.4 99.5 65.3 68.3 67.5 0900 67.1 67.6 87.9 .99.5 65.1 68.2 67.8 1000 67.2 67.9 88.3 100.0 63.0 68.3 68.1 1100 67.6 68.1 89.0 100.5 68.0 68.4 68.4 1200 67.8 68.6 89.5 101.1 68.3 68.9 68.6 1300 68.1 69.1 90.0 101.6 68.8 69.0 68.7 1400 68.5 69.3 90.3 101.9 68.7 69.3 68.9 1500 68.7 69.6 90.7 102.0 69.0 69.4 69.0 1600 69.0 70.0 90.8 102.4 69.4 69.6 69.4 1700 69.3 70.1 90.8 102.4 65.5 70.0 69.6 1800 69.5 70.5 91.0 102.6 69 .9 70.2 69.5 1900 69.7 70.6 91.0 103.1 70.0 70.3 69.8 2000 69.7 70.7 91.0 103.1 70.0 70.4 69.9 g 2100 69.7 70.6 90.7 103.1 69.9 70.2 69.7 g 2200 69.7 70.5 90.0 102.8 69.7 70.1 69.6 2300 69.6 70.4 89.4 102.1 69.6 70.2 69.4 2400 69.5 70.3 89.2 101.9 69.5 70.1 69.0 I
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| I
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| TABLE 116 HOURLY WATER TEMPERATURE (*F) DATA, QUAD-CITIES STATION, MAY 26, 1980 I
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| Cooling I Canal Cold Downstream Sensors Time Upstream Intake End . Discharge A B C D 0100 69.4 70.3 88.5 101.5 69.4 70.0 68.9 0200 69.2 70.0 88.1 101.3 69.2 70.0 68.8 0300 69.0 70.0 87.5 100.8 69.0 69.6 68.6 0400 68.8 69.6 87.0 100.5 69.0 69.5 68.6 0500 68.6 69.6 86.5 100.0 68.6 69.5 68.7 0600 68.5 69.3 86.1 99.4 68.5 69.3 68.7 0700 68.3 69.0 85.6 99.4 68.3 69.2 68.8 0800 68.4 70.0 85.2 99.2 68.4 69.2 68.8 0900 68.5 70.0 85.0 99.0 68.3 69.3 69.0 1000 68.6 69.1 85.0 99.0 6S.5 69.3 69.3 1100 68.8 69.4 85.2 99.1 68.8 69.6 69.5 1200 69.0 69.5 85.5 99.5 69.1 70.0 69.6 1300 69.5 70.0 86.0 100.0 69.4 70.0 70.0 1400 69.9 70.7 86.5 100.3 69.9 70.4 70.0 1500 70.0 71.2 86.5 100.6 70.0 70.5 70.2 1600 70.4 71.5 86.7 101.0 70.2 70.7 70.2 1700 70.5 71.6 87.2 101.4 70.4 70.9 70.2 1800 70.6 71.8 87.4 101.6 70.5 71.0 70.3 1900 70.6 71.8 87.7 101.7 70.5 71.0 70.2 2000 70.7 71.8 87.6 101.8 70.5 70.0 70.4 2100 70.7 71.6 87.4 101.8 70.4 71.0 70.1 2200 70.6 71.5 87.2 101.6 70.4 70.9 79.9 l 2300 70.3 71.4 87.0 101.4 70.2 70.6 69.8 l
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| 9400 70.1 71.1 86.9 101.3 70.1 70.6 69.5
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| (
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| I l
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| I
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| I TABI.E 117 I
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| HOUP.LY WATER TEMPERATURE ( F) DATA, QUA3-CITIES STATION, MAY 27, 1980 Cooling I
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| Canal Cold Downstream Sensors Time Upstream Intake End Discharge A b C D 0100 70.0 70.9 86.7 100.6 69.9 70.3 69.4 0200 69.8 70.7 86.2 100.2 69.7 70.2 69.2 0300 69.5 70.4 86.0 100.2 69.3 70.1 69.0 0400 69.3 70.4 85.5 99.9 69.2 70.1 68.8 0500 69.1 70.1 85.3 99.8 69.0 70.0 68.9 0600 68.9 69.9 85.0 99.5 68.9 69.9 68.9 0700 68.8 69.7 84.8 99.2 68.5 69.6 68.7 0800 68.5 69.5 84.9 99.0 68.5 69.5 69.0 0900 68.7 69.5 85.0 99.2 68.5 69.6 69.5 1000 68.8 69.5 85.6 99.3 68.7 69.7 69.4
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| . 1100 69.0 69.7 86.2 100.2 68.9 70.0 70.0
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| ; 1200 69.4 70.2 87.2 101.2 69.3 70.2 70.2 l
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| 1300,,j 69.8 70.7 88.0 101.9 69.5 70.5 70.0 1400~- 70.0 71.1 88.0 101.9 69.9 70.9 71.9 70.4 71.6 1500 89.0 102.9 70.1 70.7 72.0 1600 70.6 71.8 89.3 103.4 70.5 70.5 72.2 1700 70.8 72.2 89.6 103.8 70.5 70.5 72.2 1800 71.1 72.4 90.0 104.4 70.6 70.5 72.3 l 1900 71.1 72.4 90.2 104.8 70.8 70.6 72.1 i
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| 2000 71.1 72.2 90.3 105.0 70.7 70.5 72.1 2100 71.0 72.0 90.6 105.1 70.6 70.5 72.1 t
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| 2200 71.0 71.9 90.7 105.5 70.6 70.5 72.1 l 2300 70.9 71.8 90.6 105.5 70.6 70.4 72.0 2400 70.8 71.7 90.8 105.4 70.5 70.3 72.1
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| :,Instru:nents zeroed to ground truth data I I
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| A I
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| I TABLE 118 HOURLY WATER TEMPERATURE ( F) DATA, QUAD-CITIES STATION, MAY 28, 1980 Cooling I Canal Cold Downstream Sensors Time Upstream Intake End Discharge A B C D I 0100 70.7 71.6 91.0 105.0 70.5 70.3 71.7 0200 70.6 71.5 90.8 104.0 70.5 70.2 71.5 I 0300 0400 0500 70.5 70.3 70.1 71.5 71.5 71.2 91.2 91.1 91.0 103.5 103.4 103.7 70.2 70.0 69.7 70.0 70.0 69.7 71.5 71.4 71.2 0600 70.0 71.0 90.6 103.8 69.6 69.6 71.2 0700 70.0 70.8 90.0 103.5 69.5 69.5 71.1 0800 70.0 70.8 89.8 103.4 69.5 69.5 71.3 0900 70.1 71.0 90.2 103.6 69.6 69.7 71.7 1000 70.2 71.3 91.7 104.2 69.8 69.8 71.8 1100 70.2 71.5 91.0 104.5 69.9 69.8 72.0 1200 70.8 72.0 91.4 105.2 70.0 69.5 72.3 1300 71.0 72.2 91.8 105.6 70.3 69.8 72.6 1400 71.5 72.6 92.1 105.3 70.7 70.2 73.1 1500 71.8 73.0 92.4 106.4 71.0 70.2 73.2 i 1600 72.1 73.5 92.3 106.5 71.3 70.4 73.5 1700 72.3 73.8 92.7 106.7 71.6 70.6 73.5 l 1800 72.4 74.0 93.2 107.2 71.5 70.7 73.8 1900 72.5 74.0 93.0 107.5 71.5 70.8 73.9 2000 72.7 74.0 93.3 107.6 71.5 70.8 74.0 2100 72.7 73.8 93.3 107.8 72.6 71.0 74.2 l 2200 72.8 73.9 93.5 108.0 73.5 71.1 74.0 72.8 2300 73.7 93.2 107.7 73.6 71.2 73.9 2400 72.7 73.6 92.4 107.7 73.6 71.2 73.8 lI l
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| I. !
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| l l
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| TABLE 119 HOURLY WATER TEMPERATURE ( F) DATA, QUAD-CITIES STATION, MAY 29, 1980 Cooling Canal Cold Downstream Sensors Time Upstream Intake End Discharge A B C D 0100 72.6 73.5 92.6 107.5 73.6 71.2 73.8 0200 72.9 73.4 91.5 107.5 73.7 71.0 73.8 0300 1I 91.6 107.0 73.0 0400 90.6 106.9 72.8 0500 g
| |
| 90.5 107.0 72.2 3 0600 90.5 106.9 72.2 0700 90.4 106.5 72.2 0800 90.6 107.0 72.6 0900 91.2 106.8 72.8 1000 91.6 106.9 72.6 1100 91.9 107.0 73.8 1200 91.9 106.9 73.9 1300 91.8 107.4 74.2 1400 U 73.2 91.9 108.2 13.2 73.4 73.7 1500 73.2 92.5 108.2 73.7 73.4 73.6 1600 73.0 92.2 108.0 73.8 73.5 73.6 17 J 73.4 92.0 107.6 83.9 73.5 74.0 1800 73.7 92.1 107.8 74.0 73.9 75.2 1900 73.8 92.5 108.1 74.0 74.0 74.3 l
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| 5 2000 73.8 92.7 108.4 74.1 74.1 74.3 2100 74.0 93.0 108.4 74.1 74.1 74.4 2200 74.0 92.9 108.4 74.3 74.3 74.5 2300 74.0 92.7 108.4 74.3 74.2 74.6 2400 73.8 92.6 108.3 74.1 74.1 74.3
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| - Thunder storm caused several of the sensors to give erratic readings 2''/I nstruments zeroed to ground truth data, except Intake sensor is still invalid I
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| I
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| I TABLE 120 HOURLY WATER TEMPERATURE ('F) DATA, QUAD-CITIES STATION, I MAY 30, 1980 Cooling Canal Cold Downstream Sensors Time Upstream Intake End Discharge A B C D 0100 73.d 92.7 108.1 '74.1 74.1 74.5 0200 73.8 92.7 74.1 74.1 74.3 I 0300 0400 0500 73.7 73.7 73.6 92.6 92.3 92.3
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| -4/
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| 74.0 74.2 74.0 73.9 74.1 74.0 i 74.3 73.9 73.9 (3 0600 73.5 92.2 74 1 73.8 73.8 5 0700 73.5 91.8 74.1 73.7 74.5 0800 73.4 91.9 74.0 73.7 74.5 0900 73.3 91.9 74.2 73.5 73.8 1000 73.2 91.9 74.2 73.5 73.6 1100 73.2 91.8 74.5 73.5 73.7 1200 73.5 91.9 '4.9 73.5 '/3.5 1300 73.6 92.0 .5 73.6 73.6 1400 74.1 91.9 8 74.0 73.6 1500 74.3 91.5 5 74.9 74.9 g 1600 75.4 90.9 i 1 74.4 74.5 (g
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| 1700 1800 75.0 74.6 90.6 90.5 7<
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| 77.s 74.3 74.3 74.8 74.4 l 1900 74.5 90.0 77 : 75.0 74.3 l
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| 2000 74.4 89.5 77.2 74.5 74.1 2100 74.0 89.4 77.2 74.3 74.0 2200 73.7 89.8 75.4 74.0 74.0 l 2300 73.8 90.4 75.1 '3.7 74.0 l . 2400 73.6 90.7 75.0 .9 74.2 l
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| ,I
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| - Sensor malfunction - no data I
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| l
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| TABLE 121 HOURLY WATER TEMPERATURE ( F) DATA, QUAD-CITIES STATION, MAY 31, 1980 l t
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| l -
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| Cooling :
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| Canal Cold Downstream Sensors ;
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| (
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| Time Upstream Intake End Discharge A B C D l l
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| 0100 73.7 91.0 75.6 74.0 73.8 0200 73.7 90.7 75.2 73.7 73.5 0300 73.5 90.3 74.8 73.7 73.5 l 0400 73.2 90.0 73.7 73.6 73.5 .
| |
| 0500 73.2 89.8 73.6 73.6 73.6 l 0600 73.1 89.7 73.6 73.6 73.3 )
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| 0700 73.0 59.5 73.6 73.6 73.2 i 0800 73.0 89.3 73.5 73.5 73.1 0900 72.9 89.4 73.4 73.4 73.1 l 1000 72.8 89.9 73.6 73.5 73.0 1 1100 72.9 90.2 73.6 73.6 73.2 gI 1200 73.0 90.7 73.5 73.5 73.3 g 1300 73.4 91.2 73.8 73.5 73.3 1400 73.6 91.6 73.9 73.6 73.8 1500 73.8 91.9 74.0 73.7 74.3 1600 73.9 92.2 74.2- 73.9 74.5 1700 73.9 92.3 74.3 74.0 74.8
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| , 1800 73.8 92.3 74.2 74.0 74.6 1
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| 1900 74.0 92.2 74.2 74.0 74.6 1
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| 2000 74.0 92.2 74.2 74.1 74.6 2100 74.0 92.0 74.1 74.1 74.6 l l 2200 73.9 92.0 74.1 74.1 74.6 l 2300 74.0 92.0 74.2 74.2 74.5 ,
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| I
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| '400 73.9 91.9 74.1 74.1 74.1 l 1
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| l l
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| l i l
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| i 1
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| l 1
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| TABLE 122 HOURLY WATER TEMPERATURE ('F) DATA, QUAD-CITIES STATION, l
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| JUNE 1, 1980 t
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| 3 Cooling jg Canal Cold Downstream Sensors Time Upstream Intake End Discharge A B C D i
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| 0100 73.8 91.2 74.0 74.0 /3.8 0200 73.8 90.7 73.7 73.7 75.4 l 0300 73.2 90.3 73.4 73.5 73.3 0400 72.8 90.2 73.2 73.2 7? .2 0500 72.7 89.8 72.0 72.6 73.3 0600 72.8 89.2 71.7 72.3 73.3
| |
| ! 0700 72.8 89.0 71.6 73.5 73.5 0800 72.6 88.8 71.6 73.5 73.5 0900 72.7 88.7 72.4 73.8 73.5 1000 72.5 88.4 72.6 73.7 73.7 1100 72.7 88.3 72.7 73.7 73.7 1200 72.7 88.5 72.9 73.8 74.2 1300 73.0 89.2 73.0 73.8 74.3 1I 1400 1500 73.0 73.3 89.8 90.8 73.0 73.5 73.3 74.0 74.3 74.3 1600 73.5 91.4 73.5 73.9 74.2 I 1700 1800 73.5 73.7 91.6 91.8 73.7 73.7 73.9 73.8 74.3 74.3 1900 73.6 91.9 73.6 73.8 74.1 I 2000 2100 2200 73.6 73.5 73.5 92.2 92.3 92.5 73.6 73.5 73.4 73.8 73.7 73.6 73.9 73.9 73.6 2300 73.3 92.5 73.3 73.6 73.4 2400 73.2 92.5 73.2 73.5 73.3 I
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| I l
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| i
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| ,I
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| TABLE 123 I
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| HOURLY WATER TEMPERATURE ( F) DATA, QUAD-CITIES STATION, JUNE 2, 1980 Cooling Csnal Cold Downstream Sensors Time Upstream Intake End Discharge A B C L~
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| 0100 72.9 91.9 72.8 72.3 73.2 0200 72.9 91.9 72.7 73.1 72.8 0300 72.5 91.7 72.7 73.1 72.7 0400 72.2 91.7 72.6 72.9 72.4 0500 72.2 91.5 72.5 72.9 72.5 0600 71.9 91.3 72.3 72.9 72.5 0700 71.9 91.2 72.3 72.8 72.5 0800 71.8 91.6 72.1 72.7 72.5 0900 71.7 91.0 72.0 72.6 72.5 1000 71.8 91.4 71.9 72.4 72.6 1100 71.9 91.1 71.2 73.9 72.6 3 1200 72.0 91.2 72.0 74.0 72.6 g 1300 72.0 90.8 72.1 73.5 72.7 1400 72.2 90.6 72.4 73.6 72.8 1500 72.3 90.9 72.4 73.5 72.8 1600 72.5 91.2 72.6 73.7 72.9 1700 72.7 91.2 72.8 73.8 72.8 1800 72.7 91.2 72.7 73.9 72.8 g 1900 72.7 91.0 72.8 74.4 72.8 3 2000 72.5 91.2 72.8 74.0 72.7 2100 72.5 91.5 72.2 72.2 73.0 2200 72.4 90.2 72.0 71.8 72.8 2300 72.6 90.0 71.6 72.5 72.9 2400 72.3 90.1 71.6 72.5 72.2
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| I TABI.E 124 HOURLY WATER TEMPER \TURE (*F) DATA, QUAD-CITIES STATION, JUNE 3, 1980 I
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| I Cooling Canal Cold Downstream Sensors Time Upstream Intake End Discharge A B C D I 0100 72.0 89.8 71.6 73.2 71.4 0200 71.8 90.0 71.8 73.2 71.5 I 0300 0400 0500 71.5 71.5 71.4 89.8 89.9 89.6 71.8 71.7 71.6 73.7 73.4 73.2 71.6 72.0 72.2 I 0600 0700 0800 71.2 71.2 71.3 89.2 89.0 89.5 71.6 71.6 71.6 73.1 73.2 73.2 72.2 72.2 72.5 0900 71.3 90.1 71.9 73.3 72.4 I 1000 1100 1200 71.5 71.7 72.0 90.5 90.7 91.0 72.0 72.2 72.4 73.5 73.8 73.8 72.3 72.4 72.4 I 1300 14002y 1500 72.3 72.6 72.6 72.4 72.6 91.7 92.3 92.5 72.7 73.0 73.0 73.9 72.6 72.8 72.5 72.6 72.6 1600 72.7 72.7 92.6 73.0 72.9 72.8 1700 72.7 72.7 92.8 73.2 72.9 72.8 1800 72.7 72.7 92.8 73.1 72.9 72.8 1900 72.7 72.6 93.0 73.1 72.8 72.8 I 2000 2100 2200 72.7 72.6 72.5 72.4 72.2 72.2 92.8 92.7 92.5 73.0 72.9 72.8 72.8 72.8 72.8 72.6 72.6 72.5 2300 72.5 72.0 92.3 72.7 72.7 72.4 I 2400 72.4 71.8 91.9 72.6 72.6 72.7 U Instruments zeroed to ground truth data (#2 adjusted to scale).
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| l TABLE 125 I
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| HOURLY WATER TEMPERATURE ( F) DATA, QUAD-CITIES STATION, JUNE 4, 1980 l Cooling l Canal Cold Downstream Sensors Time Upstream Intake End Discharge A B C D 0100 72.3 71.6 91.5 72.5 72.5 72.6 0200 72.2 71.5 91.2 72.5 72.5 72.7 '
| |
| 0300 72.2 71.3 90.5 72.4 72.5 72.7 0400 72.2 71.3 90.2 72.4 72.5 72.8 0500 72.2 71.4 89.9 72.4 72.6 73.1 l1 u
| |
| 0600 72.3 71.2 89.6 72.5 72.8 73.3 0700 72.2 71.1 89.2 72.5 72.8 73.3 0800 72.3 71.2 89.1 72.5 73.1 73.4 0900 72.2 71.0 88.6 72.5 73.0 73.6 1000 72.2 70.9 88.2 72.4 73.0 73.6 1100 72.2 71.0 88.2 72.5 73.1 73.5 1230 72.3 71.3 88.0 72.6 73.5 73.2 1300 72.4 71.5 88.8 72.8 73.2 73.2 1400 72.5 72.0 88.4 73.0 73.2 73.2 1500 72.7 72.3 88.5 73.0 73.0 72.9 1600 3/ 3_/ 3/ 3_/ 3/ 3/
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| 1700 1300 1900 2000 2100 2200 E g
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| 2300 2400 3/ Wires cut from junction bo:: ro plant.
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| I
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| i I
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| TABLE 126 HOURLY WATER TEMPERATURE ('F) DATA, QUAD-CITIES STATION, JUNE 5, 1980 I Cooling Canal Cold Eawnstream Sensors
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| ; Time Upstream Intake End Discharge A B C D 0100 I 0200 0300 0400 0500 I 0600 0700 0800 I 0900 1000 1100 1200 I 1300 1400' 1500 I 1600 1700 1800 1900 I 2000 2100 2200 I 2300 2400 l
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| :I I
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| l I I TABLE 127 II HOURLY WATER TEMPERATURE ( F) DATA, QUAD-CITIES STATION, JUNE 6, 1980 Cooling I
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| Canal Cold Downstream Sensors Time Upstream Intake End Discharge A B C D
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| ! 0100 0200 0300 0400 0500 E
| |
| g 0600 0700 0800 0900 1000 1100 1200 1300 14002/ 73.6 73.4 94.0 107.89/ 73.5 74.1 74.7 1500 73.6 73.6 94.5 108.4 73.6 74.2 74.8 1600 73.7 73.7 95.2 108.7 73.7 74.1 74.5 1700 73.9 73.9 95.6 109.4 73.7 74.2 74.5 1800 74.0 74.0 96.0 109.5 73.8 72.2 74.4 1900 74.0 74.0 96.0 109.8 73.8 74.3 74.5 2000 74.1 74.0 96.8 109.9 73.8 74.3 74.4 2100 73.9 73.9 96.8 110.0 73.7 74.2 74.4 2200 74.0 74.0 97.0 110.1 73.8 74.3 74.3 2300 74.0 74.0 97.2 110.5 73.7 74.3 74.3 2400 73.8 73.9 97.0 110.2 73.6 74.2 74.2 l
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| tofWire repaired - instruments zerced to ground truth data.
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| E Sensor turned on, calibrated, and zerced to ground truth.
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| TABI.E 128 HOURLY b'ATER TEMPERATURE (aF) DATA, QUAD-CITIES STATION, JUNE 7, 1980 Cooling Canal Cold Downstream Sensors Time Upstream Int,J ke End Discharge A B C D 0100 73.7 73.7 97.0 110.0 73.5 74.2 74.4 I 0200 0300 0400 73.6 73.5 73.5 73.6 73.5 73.4 96.9 96.9 96.8 110.0 110.0 110.0 73.5 73.5 73.4 74.1 74.1 74.0 74.4 74.5 74.6 0500 73.5 73.4 96.7 109.0 73.4 74.0 74.6 I 0600 0700 0800 73.6 73.7 73.7 73.4 73.5 73.5 96.5 96.2 96.0 108.2 108.2 108.5 73.4 73.5 73.6 74.1 74.2 74.3 74.9 74.9 75.0 0900 73.8 73.5 95.9 108.6 73.7 74.3 75.0 1000 74.0 73.8 95.5 108.8 73.8 74.4 75.0 1100 74.0 74.0 95.3 108.6 74.0 74.3 75.0 1200 74.3 74.2 95.4 108.8 73.8 74.3 74.9 I
| |
| 1300 74.1 74.0 95.5 109.1 74.0 74.3 74.9 1400 74.3 74.1 95.5 109.2 73.4 74.2 75.2 1500 74.3 74.3 95.8 109.4 74.2 74.4 75.1 I 1600 1700 1800 74.4 74.4 74.5 74.6 74.4 74.8 95.8 95.6 95.2 109.5 109.4 108.9 74.4 74.4 74.3 74.5 74.4 74.3 75.1 75.1 74.8 1900 74.4 74.7 94.0 108.6 74.3 74.3 74.8 I 2000 2100 2200 74.3 74.2 74.0 74.5 74.3 74.0 93.3 92.4 91.8 108.2 107.6 107.2 74.2 74.1 74.0 74.3 74.2 74.8 74.7 l 74.0 74.7
| |
| ( 2300 73.9 73.8 91.4 106.8 73.9 73.9 74.6
| |
| ! 2400 73.7 73.4 90.9 106.2 73.5 73.7 74.3 II I
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| I TABLE 129 I
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| HOURLY WATER TEMPERATURE ( F) DATA, QUAD-CITIES STATION, JUNE 8, 1980 Cooling Canal Cold Downstream Sensors Time Upstream Intake End Discharge A B C D 0100 73.4 73.1 89.8 105.5 13.3 73.6 73.4 0200 73.2 72.9 89.2 104.5 73.1 73.4 74.5 0300 73.0 72.8 88.5 103.0 73.0 73.3 74.4 0400 73.0 72.6 88.5 102.9 72.9 73.3 74.4 0500 72.9 72.4 87.9 103.1 72.7 73.2 74.6 0600 73.0 72.2 87.9 103.0 72.7 73.2 74.5 0700 72.9 72.0 87.2 102.6 72.8 73.1 74.3 g 0800 72.8 72.2 86.4 102.4 72.6 73.1 74.2 g 0900 72.8 72.2 86.5 102.5 72.7 73.0 74.0 1000 72.8 72.3 86.7 102.6 72.6 73.0 73.9 1100 72.7 72.5 86.8 102.9 72.6 72.9 73.8 1200 72.6 72.7 87.2 103.4 72.6 72.8 73.7 1300 72.6 73.0 87.4 103.6 72.5 72.7 73.5 1400 72.5 73.0 87.5 103.7 72.4 72.6 73.4 1500 72.5 73.2 87.9 104.2 72.4 72.6 73.3 1600 72.5 72.8 87.9 104.1 72.2 72.4 73.0 1700 72.2 72.7 87.7 104.0 71.9 72.2 72.9 1800 72.0 72.5 87.2 103.6 71.7 72.0 72.7 1900 71.8 72.2 86.8 103.4 71.4 71.9 72.7 2000 71.5 71.7 86.7 103.3 71.2 71.7 72.5 2100 71.3 71.3 86.0 103.5 70.9 71.5 72.5 3 2200 71.0 71.0 87.3 103.2 70.7 71.4 72.6 5 2300 70.7 70.6 87.5 103.3 70.6 71.3 72.7 2400 70.7 70.3 87.6 103.2 70.5 71.3 72.8 I
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| TABLE 13J HOURLY WATER TEMPERATURE ( F) DATA, QUAD-CITIES STATION, JUNE 9, 1980 I Cooling Canal Cold Downstream Sensors Time Upstream Intake End Discharge A B C D 0100 70.7 70.2 87.6 103.0 70.5 71.3 73.0 g 0200 70.7 70.0 87.4 102.9 70.4 71.3 73.1 g 0300 70.7 69.9 87.2 102.7 70.3 71.3 73.1 0400 70.7 69.8 87.0 102.4 70.4 71.3 73.1 0500 70.7 69.7 86.7 102.2 70.4 71.3 73.0 0600 70.6 69.7 86.4 102.2 70.4 71.3 73.0 1 0700 70.5 69.6 86.4 102.0 70.4 71.2 72.8 0800 70.6 69.7 86.4 102.0 70.3 71.1 72.7 I 0900 1000 1100 70.5 70.5 70.6 69.7 69.9 70.3 86.4 86.7 87.4 102.0 102.3 102.7 70.3 70.3 70.3 71.1 71.0 71.0 72.7 72.6 72.6 1200 70.6 70.6 88.0 103.2 70.4 71.0 72.4
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| , 1300 70.7 70.7 88.5 103.4 70.4 71.0 72.5 1400 70.9 70.8 88.5 103.8 70.5 71.1 72.5 1500 71.2 70.9 88.7 103.7 70.5 71.0 72.5 I 1600 1700 1800 71.0 70.8 70.8 71.0 70.8 70.8 88.5 88.5 88.0 103.7 103.6 103.6 70.5 70.5 70.4 71.0 70.7 71.0 72.3 72.0 72.1 1900 70.7 70.6 88.3 103.5 70.3 70.7 72.1 I 2000 2100 70.6 70.6 70.5 70.3 70.1 88.3 88.2 88.6 103.5 101.1 70.2 70.1 70.7 70.6 70.6 72.1 72.1 2200 70.5 101.0 70.0 72.3 2300 70.5 70.1 88.6 101.0 70.0 70.6 72.3 2400 70.6 69.9 89.1 102.3 70.2 70.9 72.8 I
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| TABLE 131 IIOURLY WATER TEMPERATURE ( F) DATA, QUAD-CITIES STATION, JUNE 10, 1980 Cooling l Canal 5 Cold Downstream Sensors Time Upstream Intake End Discharge A B C D l
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| I 0100 70.7 69.9 89.0 102.8 70.4 71.2 73.0 0200 70.7 70.0 88.8 103.0 70.5 71.2 73.2 E 0300 71.0 70.0 88.3 102.5 70.6 71.3 73.2 g 0400 71.2 70.1 88.5 102.7 70.7 71.5 73.3 0500 71.1 70.1 88.0 102.8 70.6 71.5 73.2 0600 71.1 70.1 88.0 102.8 70.6 71.5 73.2 0700 71.1 70.1 88.0 102.8 70.6 71.5 73.2 0800 71.0 70.2 86.7 102.5 70.5 71.4 72.8 0900 70.9 7:.2 86.7 102.3 70.5 71.4 72.5 1000 70.8 70.4 87.0 102.6 70.5 71.4 72.6 l 1100 70.7 70.6 87.4 102.7 70.5 71.4 72.6 1200 71.0 70.9 88.0 103.2 70.6 71.4 72.5 1300 71.2 71.1 88.3 103.6 70.6 71.4 72.6 1400 71.3 71.3 88.3 103.8 70.6 71.4 72.5 1500 71.4 71.6 88.8 104.0 70.8 71.5 72.5 1600 71.4 71.6 88.7 104.2 70.7 71.6 72.4 g 1700 71.5 71.7 88.7 104.2 70.8 71.6 72.4 5 1800 71.4 71.7 88.8 104.1 70.6 71.7 72.3 l 1900 71.2 71.3 88.7 104.0 70.5 71.3 72.3
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| ! 2000 70.9 70.9 88.6 103.8 70.3 71.0 72.3 l 2100 70.8 70.7 88.5 103.7 70.2 71.0 72.3 l
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| 2200 70.7 70.4 88.4 103.6 70.0 71.0 72.5 2300 70.6 70.3 88.4 103.4 70.0 71.2 72.7 2400 70.6 70.1 88.2 103.3 70.1 71.4 73.0 1
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| TABLE 132 HOURLY WiTER TEMPERATURE D QUAD-CITIES STATION, I Cooling Canal Cold Downstream Sensors l Time Upstream Intake End Discharge A B C D 0100 70.7 70.0 88.2 103.2 70.2 71.5 73.1 70.8 70.0
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| ( I 0200 0300 0400 71.0 71.1 70.0 70.0 88.0 87.8 87.6 103.0 102.8 102.6 70.3 70.4 70.6 71.7 71.7 72.0 73.4 73.4 73.6 0500 71.2 70.0 87.4 102.6 70.6 72.0 73.8 1 0600 71.2 70.1 87.4 102.6 70.7 71.8 73.3 0700 71.3 70.1 87.3 102.5 70.7 71.8 73.0 0800 71.3 70.4 87.4 102.6 70.7 71.7 72.9
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| ! I 0900 1000 1100 71.3 71.3 71.3 70.5 70.8 71.0 87.8 88.2 88.6 102.9 103.3 103.8 70.8 70.6 70.6 71.7 71.5 71.5 72.7 72.7 72.6 1200 71.3 71.3 89.3 104.2 70.6 71.6 72.5 1300 71.4 71.5 89.7 104.6 70.7 71.7 72.6 1400 71.5 71.7 90.1 104.9 71.0 72.0 72.7 1500 71.8 72.1 90.5 105.3 71.2 72.0 72.7 l
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| I 1600 1700 1800 71.8 72.0 72.0 72.3 72.3 72.4 90.8 91.2 91.3 105.7 105.8 105.8 71.2 71.4 71.3 72.G 72.2 72.3 72.7 72.8 72.8 1900 72.0 72.1 91.4 105.8 71.3 72.3 73.1 2000 72.0 72.0 91.3 105.9 71.3 72.3 73.2 l 2100 71.8 71.7 91.3 105.3 71.2 72.1 73.3 l 2200 71.8 71.6 91.2 105.2 71.2 72.2 73.3
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| , g 2300 71.8 71.4 91.0 105.2 71.2 72.3 73.6 3 2400 71.8 71.4 90.9 104.8 71.3 72.4 73.9
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| ?
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| TABLE 133 HOURLY WATER TEMPERATURE ( F) DATA, QUAD-CITIES STATION, JUNE 12, 1980 Cooling Canal l Cold Downstream Sensors l
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| Time Upstream Intake End Discharge A B C D l 0100 0200 72.0 72.0 71.3 71.3 90.4 104.6 71.3 72.6 74.0 I
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| 89.9 104.3 71.4 72.8 74.3 0300 72.0 71.3 89.8 104.0 71.6 73.0 74.3 0400 72.3 71.3 89.6 104.4 71.6 73.0 74.3 0500 72.3 71.3 89.2 104.0 71.8 73.3 74.5 0600 72.4 71.4 88.9 0700 72.4 71.5 88.4 104.1 71.9 73.2 74.2 g 103.9 71.9 73.0 74.0 3 0800 72.4 71.5 88.2 103.6 71.9 72.8 73.7 0900 72.4 71.7 88.7 103.8 71.8 72.7 73.6 1000 72.4 71.9 88.8 104.0 71.8 72.7 73.5 1100 72.2 72.0 88.8 104.2 71.7 72.6 73.3 1200 72.2 72.2 88.7 104.2 71.6 72.5 73.2 1300 72.2 72.4 89.0 104.3 71.6 72.6 73.0 g 1400 72.4 72.6 89.3 104.4 71.8 72.6 73.0 72.4 72.6 3
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| 1500 89.8 104.6 71.7 73.5 73.0 1600 72.2 72.6 90.0 105.2 71.7 72.5 73.0 1700 72.3 72.5 89.8 104.6 71.7 72.5 73.0 1800 72.2 72.4 89.9 104.7 71.5 72.0 72.8 1900 72.0 72.1 90.0 104.9 71.3 71.8 72.8 2000 71.9 71.9 90.3 105.0 71.1 71.8 72.8 2100 71.7 71.7 90.5 104.8 71.0 71.4 E
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| 72.9 5 l 2200 71.6 71.4 90.5 105.0 70.9 71.6 73.0 2300 71.5 71.2 90.2 104.6 70.9 71.7 73.2 g 2400 71.5 71.0 90.1 l
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| 104.5 70.9 71.F 73.3 g l
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| I I l TABLE 134 HOURLY WATER TEMPERATURE ( F) DATA, QUAD-CITIES STATION, JUNE 13, 1980 Cooling I Canal Cold Downstream Sensors Time Upstream Intake End Discharge A B C D I 0100 71.6 71.0 90.2 104.5 71.0 72.0 73.5 0200 71.6 71.0 90.0 104.2 71.0 71.9 73.5 0300 71.7 71.1 89.9 104.2 71.1 72.0 73.5 0400 71.8 71.2 89.5 104.2 71.2 72.0 73.3 0500 71.9 71.1 89.6 104.3 71.1 71.9 73.2 0600 71.8 71.2 I 0700 0800 71.6 71.5 71.0 70.9 89.5 89.2 89.1 104.2 104.0 104.1 71.2 71.0 70.0 71.8 71.0 71.3 73.0 72.8 72.5 0900 71.2 70.9 89.2 103.0 70.5 71.2 72.3 I 1000 1100 1200 71.0 70.9 70.8 70.9 70.7 70.7 89.2 89.2 89.6 102.8 102.8 103.1 70.5 70.3 70.2 71.0 70.8 70.7 72.3 72.1 72.0 70.8 I 1300 1400 1500 70.7 70.6 70.8 70.7 70.6 90.0 89.9 90.0 103.4 103.6 103.5 70.2 70.2 70.0 70.6 70.7 70.6 71.9 72.0 72.0 1600 70.6 70.5 90.2 103.9 70.0 70.5 72.0 I 1700 1800 1900 70.6 70.6 70.5 70.5 70.5 70.5 90.7 91.3 91.5 104.5 104.9 105.0 70.0 70.0 70.0 70.5 70.4 70.5 72.1 72.1 72.2 I 2000 2100 2200 70.5 70.5 70.4 70.5 70.3 70.2 91.5 91.7 91.7 104.5 102.3 100.2 69.9 69.9 69.9 70.3 60.3 70.3 72.1 72.2 72.3 .
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| 2300 70.5 70.1 92.0 98.8 69.9 70.5 72.4 2400 70.5 70.0 91.8 98.6 69.9 70.8 72.5 I
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| TABLE 135 HOURLY WATER TEMPERATURE ( F) DATA, QUAD-CITIES STATION, JUNE 14, 1980 Cooling Canal Cold Downstream Sensors Time Upstream Intake End Discharge A B C D 0100 71.5 70.2 91.2 97.0 68.5 69.2 73.6 0200 72.2 70.0 89.5 97.6 68.5 69.2 74.5 0300 72.4 70.2 88.0 96.8 68.4 70.4 74.6 3 0400 72.7 70.2 87.2 96.2 68.5 70.1 74.5 3 0500 72.6 70.0 86.5 96.2 68.5 70.5 74.2 0600 72.0 70.3 86.0 95.2 69.5 70.9 73.4 0700 71.6 70.4 86.6 95.2 70.2 71.2 72.4 l 0800 71.2 70.4 86.4 96.0 70.4 71.3 72.4 5 0900 71.2 70.6 86.3 96.8 70.4 71.1 72.4 1000 71.2 70.8 87.2 98.0 70.5 71.2 72.4 71.4 71.2 87.5 70.6 E
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| 1100 99.4 71.3 72.7 3 1200 71.5 71.5 88.0 100.2 70.9 71.5 72.7 1300 71.6 71.6 89.2 101.2 71.2 71.8 72.7 1400 71.8 72.0 90.0 101.7 71.2 71.8 72.7 1500 71.9 72.1 90.8 102.4 71.2 72.0 72.7 1600 72.0 72.2 91.8 102.8 71.5 72.1 72.8 1700 72.1 72.3 92.5 103.8 71.5 72.2 72.9 E 1800 72.2 72.3 92.8 104.1 '71.5 72.0 73.0 3 1900 72.2 72.2 92.9 104.2 71.5 72.2 73.1 2000 72.1 72.1 93.2 104.3 71.5 72.0 73.2 2100 72.2 72.0 93.2 104.4 71.6 72.2 73.5 2200 72.4 72.0 93.4 104.6 71.7 72.2 73.8 2300 72.6 72.2 93.4 104.7 72.1 72.7 74.1 2400 73.0 72.2 93.3 104.9 72.2 72.5 74.2 I
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| TABLE 136 HOURLY WATER TEMPERATURE ( F) DATA, QUAD-CITIES STATION, JUNE 15, 1980 Cooling Canal Cold Downstream Sensors Time Upstream Intake End Discharge A B C D 0100 73.0 72.3 93.4 105.1 72.5 72.9 74.3 0200 73.2 72.5 93.1 105.0 72.6 I 0300 0400 73.5 73.2 72.7 72.8 93.0 92.6 105.0 105.0 72.8 72.9 73.2 73.3 73.2 74.4 74.5 74.3 0500 73.6 72.8 92.2 104.8 72.8 72.8 74.0 I 0600 0700 0800 73.6 73.5 73.5 72.8 72.7 72.7 91.7 91.4 90.7 105.0 104.8 104.7 71.9 71.5 72.0 72.8 72.9 72.6 74.0 73.8 73.7 0900 73.0 72.6 I 1000 1100 72.6 72.5 72.5 72.3 90.1 89.5 88.9 104.3 103.6 103.2 72.1 72.0 71.9 72.5 72.3 72.2 73.4 73.4 73.3 1200 72.3 72.1 88.0 102.9 71.6 72.0 73.2 I 1300 1400 1500 72.2 72.2 72.0 72.0 71.9 71.9 87.5 87.2 86.9 102.7 102.3 102.2 71.6 71.5 71.5 72.1 72.1 71.6 73.0 73.0 73.0 I 1600 1700 1800 72.0 72.0 71.7 72.0 72.0 71.7 86.7 86.6 86.6 102.4 102.4 102.5 71.5 71.4 71.4 71.6 71.7 71.7 72.9 72.8 72.8 1900 71.6 71.6 86.5 102.6 71.2 71.5 72.6 I 2000 2100 2200 71.3 71.0 70.7 71.3 71.0 70.6 86.5 86.5 86.5 102.5 102.4 102.2 70.7 70.4 70.1 70.7 70.7 70.5 72.3 72.3 72.1 I 2300 2400 70.5 70.2 70.4 70.1 86.7 86.8 102.4 102.2 70.2 69.9 70.2 70.0 72.0 72.0 I
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| TABLE 137 I
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| HOURLY WATER TEMPERATURE (*F) DATA, QUAD-CITIES STATION, JUNE 16, 1980 Cooling Canal Cold Downstream Sensors Time Upstream Intake End Discharge A B C D 0100 70.1 69.8 86.7 102.2 69.5 70.2 71.9 0200 70.2 69.6 86.7 102.0 69.5 70.1 72.0 0300 70.1 69.5 86.6 101.8 69.5 70.0 71.9 0400 70.0 69.4 86.3 101.5 69.4 70.0 71.8 0500 70.0 69.3 86.0 101.1 69.2 69.9 71.7 0600 69.8 69.1 85.6 100.8 69.0 69.8 71.6 0700 69.6 68.9 85.2 100.7 69.0 69.6 71.5 5 0800 69.5 68.9 85.2 100.5 68.8 69.5 71.5 3 0900 69.5 68.8 85.2 100.5 68.9 69.6 71.5 1000 69.4 68.7 85.5 100.5 68.6 69.5 71.5 1100 69.5 68.9 86.0 100.7 68.9 69.5 71.6 1200 69.6 69.3 86.7 101.3 69.0 69.8 71.6 1300 69.8 69.5 87.1 101.9 69.0 69.9 71.7 1400 69.9 69.8 87.2 101.8 69.2 70.0 71.7 g 1500 70.1 70.2 87.5 102.0 69.4 70.1 71.7 3 1600 70.0 70.0 87.7 102.5 69.4 70.1 71.7 1700 70.0 70.0 87.9 102.4 69.5 70.1 71.9 1800 70.2 70.0 88.1 102.5 69.5 70.2 72.1 1900 70.3 70.0 88.1 102.6 69.5 70.6 72.4 2000 70.4 70.4 88.3 102.4 69.7 70.7 72.5 2100 70.6 69.9 88.2 102.4 69.9 70.9 72.5 g 2200 70.9 70.0 88.0 102.5 70.1 71.2 72.9 3 2300 71.0 69.9 88.0 102.1 70.3 71.4 73.0 2400 71.3 70.0 88.0 102.0 70.7 71.5 73.2 i
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| TABLE 138 HOURLY WATER TEMPERATURE ( F) DATA, QUAD-CITIES STATION, JUNE 17, 1980 I Cooling Canal Cold Downstream Sensors Time Upstream Intake End Discharge A B C D 0100 71.5 70.2 87.9 102.3 70.9 71.7 73.3 0200 71.5 70.3 87.9 102.2 71.0 71.7 73.3 I 0300 0400 0500 71.5 71.5 71.4 70.4 70.5 70.5 87.6 87.2 86.9 102.4 102.2 102.0 71.0 71.0 70.8 71.6 71.6 73.2 73.2 71.6 73.0 0600 71.3 70.5 86.7 101.9 70.6 71.3 72.8 0700 71.1 70.4 86.6 101.8 70.5 71.0 72.5 0800 71.0 70.3 86.6 102.0 70.3 71.0 72.5 0900 70.8 70.3 86.7 102.0 70.2 70.8 72.3 1000 70.7 70.3 87.3 102.2 70.1 70.7 72.2 70.6 37.6 1100 70.3 102.5 70.0 70.5 72.0 1200 70.6 70.2 88.0 102.5 70.0 70.5 71.9 I 1300 1400M 1500 70.5 70.5 70.5 70.2 70.5 70.5 88.3 88.9 89.0 102.6 103.0 103.4 69.9 69.9 69.9 70.5 70.5 70.5 71.9 70.9 70.8 I
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| 1600 70.5 70.5 89.2 103.3 69.9 70.3 70.6 l 1700 70.5 70.5 89.2 103.6 69.9 70.2 70.6
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| ( 1800 70.5 70.2 89.3 103.6 69.9 70.2 70.6 l 1900 70.5 70.2 89.5 103.5 69.9 70.3 70.7 l 2000 70.5 70.1 89.3 103.4 69.8 70.4 70.9 e 2100 70.6 69.9 89.3 103.4 70.0 70.7 71.3 2200 70.7 69.9 89.3 103.4 70.1 70.9 71.5 2300 71.1 70.0 89.2 103.2 70.5 71.1 71.7
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| 'I 2400 71.2 70.0 89.1 103.4 70.5 71.2 71.8 2' / Instruments zeroed to ground truth data.
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| I TABLE 139 I
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| HOURLY WATER TEMPERATURE ( F) DATA, QUAD-CITIES STATION, JUNE 18, 1980 Cooling Canal Cold Downstream Sensors Time Upstream Intake End Discharge A B C D 0100 71.3 70.0 89.0 103.2 70.6 71.5 71.9 0200 71.5 70.2 89.0 103.3 70.9 71.5 72.0 0300 71.5 70.5 89.0 103.3 71.0 71.5 71.9 0400 71.5 70.5 89.0 103.2 71.2 71.5 71.8 0500 71.5 70.5 88.8 103.3 71.2 71.4 71.8 E
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| 0600 71.5 88.6 3
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| 70.5 103.4 71.0 71.5 71.9 0700 71.2 70.5 88.6 103.0 70.9 71.2 71.5 0800 71.2 70.5 88.8 103.2 70.5 71.2 71.3 0900 71.1 70.5 89.0 103.5 70.5 70.9 71.3 1000 71.0 70.5 89.5 103.7 70.5 70.9 71.2 1100 71.2 70.7 90.1 103.9 70.5 70.8 71.2 E 1200 71.2 71.1 91.0 104.6 70.6 71.2 71.5 5 1300 71.3 71.2 91.5 105.2 70.5 71.3 71.5 1400 71.5 71.4 92.0 105.4 71.0 71.3 71.7 1500 71.7 71.7 92.3 105.7 71.2 71.5 71.8 1600 71.7 71.7 92.5 105.6 71.0 71.4 71.7 1700 72.0 71.8 92.6 105.9 71.2 71.5 71.8 1800 72.2 71.9 92.5 105.8 71.4 71.7 71.9 l 1900 72.3 71.9 92.4 105.8 71.5 71.9 72.3 5 2000 72.2 71.9 92.2 105.7 71.6 72.0 72.5 2100 72.4 71.8 92.2 105.7 71.8 72.2 72.7 g 2200 72.5 71.8 92.2 105.6 71.9 72.2 72.6 2300 72.7 71.8 91.8 105.5 72.2 72.6 72.9 5 2400 72.8 71.9 91.6 105.4 72 4 72.8 73.0 I
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| I TABI.E 140 HOURLY WATER TEMPERATL D. . QUAD-CITIES STATION, Cooling Canal Cold Downstream Sensors Time Upstream Intake End Discharge A B C D 0100 73.0 72.0 91.4 105.2 72.5 73.0 73.3 0200 73.4 72.2 91.0 104.3 72.8 73.0 73.3 0300 73.5 72.2 91.0 104.6 72.8 73.2 73.3 0400 73.5 72.5 90.8 104.8 72.9 73.2 73.4 0500 73.3 72.5 90.9 105.0 72.7 72.8 73.0 I E00 0700 0800 73.3 73.2 73.0 72.5 72.6 72.7 90.8 90.8 90.9 105.2 105.3 105.3 72.7 72.6 72.5 72.7 72.6 72.5 72.7 72.6 72.6 0900 73.0 72.6 90.9 I 1000 1100 72.9 72.6 72.5 72.2 90.5 89.5 105.3 104.9 104.2 72.5 72.2 72.1 72.5 72.2 72.1 72.5 72.3 72.1 1200 72.5 72.2 89.4 104.5 72.0 72.0 72.2 I 1300 1400 1500 72.5 72.5 72.5 72.4 72.5 72.5 89.0 89.0 89.9 104.0 104.2 104.3 71.9 72.0 72.0 72.0 72.0 72.0 72.1 72.1 72.2 72.6 72.6 4
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| I 1600 1700 1800 72.6 72.6 72.6 72.5 89.2 89.2 88.9 104.3 104.1 104.4 72.1 72.1 72.0 72.1 72.1 72.0 72.5 72.5 72.3 1900 72.5 72.5 88.5 104.0 71.9 71.9 72.2 I 2000 2100 2200 72.4 72.1 72.0 72.3 72.0 71.8 88
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| * 48 88.9 104.0 103.9 103.8 71.8 71.5 71.5 71.d 71.5 71.5 72.1 72.0 72.0
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| , 2300 72.0 71.7 89.0 103.7 71.2 71.6 72.0 2400 72.0 71.5 88.7 103.5 71.2 71.6 72.0 i
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| TABLE 141 ;
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| HOURLY WATER TEMPERATURE ( F) DATA, QUAD-CITIES STATION, l JUNE 20, 1980 I
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| Cooling a Cana Cold Downstream Sensors E' Time Upstream Intake End Discharge A B C D 0100 72.0 71.3 88.6 103.5 71.2 71.6 72.3 I 0200 71.9 71.2 88.5 103.5 71.2 71.8 72.4 0300 71.9 71.2 88.5 103.3 71.2 71.9 72.5 l 04d0 71.9 71.1 88.3 103.3 71.2 71.8 72.2 5 0500 71.8 71.0 88.2 103.2 71.1 71.8 72.0 0600 71.6 70.9 88.0 103.0 71.0 71.5 71.7 g 0700 71.5 70.8 87.6 102.9 70.8 71.7 71.7 5
| |
| 0800 71.5 70.8 88.0 103.0 70.8 71.6 71.9 0900 71.2 70.8 88.5 103.2 70.6 71.1 71.3 1000 71.3 71.0 89.5 103.8 70.6 71.2 71.6 1100 71.3 71.3 89.3 104.2 70.0 71.3 71.7 1200 71.6 71.6 89.9 105.5 71.2 71.6 71.6 1300 71.9 71.9 90.5 105.0 71.2 71.9 71.9 3' 1400 72.1 72.2 90.9 105.3 71.5 71.8 72.0 g 1500 72.4 72.5 91.2 105.5 71.5 71.8 72.1 1600 72.5 72.5 91.4 105.9 71.8 72.0 72.2 1700 72.5 72.5 91.4 105.7 71.6 72.1 72.3 1800 72.5 72.4 91.3 105.4 71.6 72.2 72.3 1900 72.5 72.3 91.0 105.2 71.6 72.0 72.3 2000 72.4 72.2 90.8 105.3 71.5 72.0 72.4 3 2100 72.4 72.0 90.8 105.1 71.6 72.0 72.7 g 2200 72.4 71.8 90.7 96.7 71.7 72.0 72.7 2300 72.4 71.8 90.5 96.3 71.7 72.2 73.0 '
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| 2400 72.4 71.6 90.4 96.0 71.6 72.1 72.8 I
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| TABI.E 142 HOURLY WATER TEMPERATL D. QUAD-CITIES STATION, Cooling l s1 Canal Cold Downstream Sensors Time Upstream Intaks End Discharge A B C D l 0100 72.5 71.5 91.5 96.0 71.9 72.6 73,0 0200 72.6 71.8 90.1 96.2 72.1 72.,9 73.5
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| , 0300 72.8 71.7 89.9 95.7 72.1 72.9 73.5 l 0400 73.0 71.8 84.8 93.2 72.4 73.1 73.6 l 0500 72.9 71.7 83.8 92.2 72.6 73.3 73.7 l 0600 73.0 71.9 83.6 92.3 72.5 73.2 73.7 l 0700 73.2 72.0 83.6 92.2 72.7 73.2 73.6 j 0800 73.3 72.3 83.5 91.7 72.7 73.0 73.3 l 0900 73.5 72.8 82.8 92.0 73.. 73.2 73.2 1000 '
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| ,3.5 72.8 82.4 91.2 73.0 73.0 73.0 1100 73.6 73.3 82.4 91.3 73.0 73.0 73.0 1200 73.6 73.6 82.8 91.7 73.0 73.0 72.9 l 1300 73.6 73.8 84.7 93.3 73.2 73.2 72.9 1400 73.8 74.1 86.6 94.4 73.3 73.2 73.0 1500 73.9 74.3 86.0 95.3 73.3 73.3 73.0 l 3 1600 74.0 74.5 85.3 94.6 73.4 73.4 73.0
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| !5 1700 74 1 74.6 85.3 93.9 73.5 73.5 72.9 l 1800 74.5 74.7 85.6 94.3 73.4 73.4 72.9 1900 74.0 74.3 86.3 94.4 73.3 73.3 72.7 I 2000 2100 2200 70.9 73.6 73.6 74.0 73.6 73.6 86.C 86.2 86.2 94.7 94.5 94.5 73.2 73.0 72.8 73.2 73.0 72.8 72.7 72.7 72.8 l 2300 73.5 73.4 85.6 93.3 72.7 72.8 72.8 i
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| 2400 73.4 73.2 85.6 93.8 72.7 72.8 72.8 I
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| I TABLE '3 HOURLY WATER TEMPERATURE ( F) DATA, QUAD-CITIES S MTION, JUNE 22, 1980 Cooling Canal Cold Downstream Ser. sors Time Upstream Intake End Discharge A B C D 0100 73.4 73.0 85.6 sf 6 72.7 72.8 73.',
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| I 0200 73.4 73.0 85.4 92.6 72.7 72.9 73.4 0300 73.5 72.8 85.2 91.3 72.7 73.2 73.6 0400 73.5 72.7 84.9 89.8 72.8 73.4 73.7 0500 73.6 72.7 84.5 89.7 72.9 73.5 73.8 0600 73.7 72.7 84.3 89.6 72.9 73.6 73.8 E 0700 73.7 72.7 83.7 89.3 73.0 73.6 73.9 5 0800 73.8 73.0 83.0 89.7 73.3 73.7 74.0 0900 74.0 73.4 82.6 89.4 73.5 73.7 74.0 1000 74.3 73.7 82.8 90.0 73.6 73.7 73.8 1100 74.5 74.3 83.2 90.6 74.0 74.0 74.0 1200 74.7 74.7 83.6 91.1 74.1 74.1 74.1 l
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| 1300 74.8 75.0 84.0 91.6 74.4 74.3 74.2 E 1400 75.1 75.3 84.3 92.4 74.5 74.3 74.2 5
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| , 1500 75.2 75.5 84.6 92.6 74.5 74.4 74.0 l 1600 75.2 75.5 84.7 93.2 74.6 74.3 74.0 g 1700 75.0 75.4 85.2 93.2 74.5 74.4 73.9 1800 75.0 75.5 85.3 93.4 74.4 74.3 73.8 5
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| l 1900 74.8 75.4 85.6 94.0 74.3 74.2 73.7 2000 74.6 75.1 85.7 93.9 74.2 74.2 73.6 2100 74.5 74.8 85.9 94.2 74.0 74.0 73.5 2200 74.4 74.5 86.0 93.9 73.7 73.7 73.6 2300 74.4 74.4 85.9 94.3 73.6 73.6 73.6 2400 74.2 74.2 85.8 93.8 73.6 73.6 73.6 I
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| TABLE 144 HOURLY WATER TEMPERATURE (*F) DATA, QUAD-CITIES STATION, JUNE 23, 1980 Cooling Canal Cold Dowastream Sensors Time Upstream Intake End Discharge A B C D
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| ' I 0100 74.2 74.2 85.6 94.0 73.6 73.6 73.8 0200 74.0 74.0 85.4 93.5 73.5 73.5 74.0 fI 0300 0400 0500 74.2 74.2 74.3 73.8 73.8 73.7 85.3 85.3 85.2 93.8 94.5 95.0 73.5 73.6 73.6 73.5 73.6 73.7 74.0 74.2 74.3 0600 74.3 73.8 85.4 94.7 73.8 73.8 74.3 0700 74.4 73.8 85.3 94.9 73.7 73.8 74.5 0800 74.4 73.9 85.6 94.8 74.0 74.2 74.5 j 0900 74.6 74.2 86.3 95.3 74.2 74.3 74.7 l el 1000 1100 74.7 75.0 74.5 75.0 86.8 87.0 96.0 96.3 74.4 74.8 74.6 75.0 74.9 75.0 1200 75.2 75.2 87.5 96.7 75.0 75.3 75.0 1
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| I 1300 1400 1500 75.5 75.8 76.4 75.5 76.0 76.4 87.3 89.5 89.5 97.2 98.4 98.4 75.3 75.4 75.7 75.3 75.4 75.4 75.0 75.2 75.2 I 1600 76.3 76.7 89.4 100.2 75.7 75.3 75.2 l 76.4 1700 77.0 89.5 100.9 75.7 75.4 75.3 1800 76.5 76.8 89.5 101.6 76.0 75.4 75.4 1900 76.5 76.8 89.5 101.8 76.0 75.4 75.4 3 2000 76.4 76.7 89.8 103.4 75.6 75.1 75.1 5 2100 76.2 76.5 90.6 104.4 75.7 74.9 74.9 2200 76.4 76.0 90.8 104.7 75.6 74.8 74.8 2300 75.9 75.9 91.4 104.3 75.5 74.7 74.7 2400 75.6 75.7 91.6 105.0 75.4 74.6 74.7
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| I TABLE 145 HOURLY WAH R TEMPERATURE ( F) DATA, QUAD-CITIES STATION, JUNE 24, 1980 Cooling Canal Cold Downstream Sensors Time Upstream Intake End Discharge A B C D i
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| l 0100 75.4 75.6 91.8 104.8 75.2 74.4 74.6 0200 75.3 75.5 92.3 104.8 75.0 74.3 75.0 0300 75.3 75.3 92.3 105.3 74.9 74.2 74.2 0400 75.2 75.2 92.6 105.2 74.7 74.1 74.9 E 0500 75.2 74.9 92.5 105.0 74.6 74.1 74.8 5 0600 75.0 74.7 92.4 104.6 74.4 74.1 74.8 0700 74.9 74.7 92.4 105.3 74.4 74.1 74.9 0800 74.9 74.8 92.8 105.9 74.5 74.2 75.6 0900 75.0 74.7 92.7 105.5 74.5 74.2 75.8 1000 75.0 74.7 92.9 106.6 74.5 74. 75.8 l 1100 75.0 74.9 92.8 106.7 74.6 74.2 76.0 l 1200 S! 75.1 75.0 93.7 107.5 74.8 74.3 76.0 5 1300 75.4 75.3 94.3 106.6 75.0 74.4 76.7 1400 75.4 75.4 94.5 107.3 75.0 74.4 77.4 1500 75.3 75.5 94.8 107.6 75.1 74.4 76.4 1600 75.0 74.6 95.2 107.8 75.2 74.4 76.4 1700 75.7 76.0 95.9 108.4 75.4 74.6 76.6 1800 75.7 76.2 96.4 109.2 75.5 74.7 76.5 1900 75.9 76.3 97.1 109.3 75.6 74.7 76.5 l 2000 75.7 76.3 97.4 109.8 75.5 74.5 76.4 2100 75.7 76.1 97.5 109.9 75.4 74.5 76.4 g l 2200 75.7 76.0 97.6 110.0 75.4 74.4 76.3 2300 75.6 75.8 97.6 110.0 75.3 74.3 E
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| l 76.3 2400 75.6 75.7 97.8 110.4 75.2 74.3 76.4 S!Instruments zerced to ground truth data.
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| TABLE 146 HOURLY WATER TE?lIEPATURE ( F) DATA, QUAD-CITIES STATION, I JUNE 25, 1980 I Cooling Canal Cold Downstream Sensors l Time Upstream Intake End Discharge A B C D lI 0100 75.5 75.6 97.7 110.4 75.1 74.2 76.2 0200 75.3 75.5 97.7 110.1 74.9 74.1 76.2 I 0300 0400 0500 75.3 75.3 75.2 75.3 75.3 75.0 97.6 97.4 97.3 110.3 109.9 109.6 74.9 74.7 74.6 74.0 73.8 76.2 76.2 73.7 76.2 I 0600 0700 0800 75.2 74.9 74.9 74.9 74.7 74.9 97.1 96.9 97.3 109.6 109.3 109.2 74.6 74.5 74.5 73.7 73.8 73.9 76.7 76.5 76.8 0900 74.9 74.9 97.4 108.8 74.6 74.2 76.7 I 1000 1100 1200 75.2 75.3 75..
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| 75.2 75.5 75.7 97.7 98.2 98.7 109.2 109.4 109.8 74.9 75.3 74.3 74.5 76.9 76.9 75.4 74.7 77.0 I 1300 1400 1500 75.9 76.2 15.6 76.3 76.7 77.1 99.0 99.3 99.4 110.2 110.6 110.7 75.7 76.0 76.3 74.9 75.2 75.4 77.2 77.5 77.6 1600 76.8 77.3 99.9 110.7 76.6 I 1700 1800 77.1 77.2 77.4 77.6 77.7 99.8 99.7 109.8 109.2 76.9 76.8 75.6 75.6 75.7 77.7 77.7 77.6 1900 77.7 99.8 108.6 77.0 75.8 77.7 I 2000 2100 2200 77.3 77.2 77.2 77.7 77.6 77.5 99.7 99.6 99.2 108.6 108.7 108.5 76.9 76.7 76.9 75.9 75.8 75.7 77.9 77.6 77.6 2300 7.'.7 77.5 98. 108.1 76.7 75.6 77.5 2400 77.0 77.4 98.! 107.6 76.7 75.6 77.5 I
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| I TABLE 147 HOURLY WATER TEMPERATURE ( F) DATA, QUAD-CITIES STATION, '
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| JUNE 26, 1980 l Cooling I
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| Canal Cold Downstream Sensors Time Upstream Intake End Discharge A B C D 0100 76.9 77.3 97.6 107.4 76.6 75.5 77.6 ,
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| 0200 76.9 76.9 97.3 107.3 76.5 75.4 77.6 0300 76.9 76.9 97.3 107.2 76.5 75.5 77.6 0400 76.7 76.8 96.9 106.9 76.5 75.6 77.9 g 0500 76.7 77.0 96.6 106.7 76.5 75.6 78.1 3 0600 76.8 76.8 96.3 106.5 76.6 75.7 78.2 0700 76.8 76.8 96.2 106.5 76.6 75.7 78.4 0800 76.8 76.9 96.4 106.6 76.7 76.0 78.6 0900 77.0 77.1 96.5 106.8 77.0 76.2 78.6 1000 77.3 77.4 96.8 107.6 77.2 76.8 78.8 1100 77.6 77.8 97.3 108.3 77.5 77.1 79.1 l 1200 77.8 78.3 97.3 108.7 77.7 77.3 79.1 E
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| 5 1300 78.2 78.5 97.4 109.2 78.0 77.2 79.3 1400 78.4 79.1 98.2 110.5 78.4 77.5 79.5 1500 78.9 79.4 98.4 111.1 78.6 77.8 79.6 1600 79.1 79.8 99.2 111.7 79.0 79.0 79.8 1700 79.4 80.1 99.7 112.3 79.2 79.3 80.0 1800 79.6 80.4 99.9 111.9 79.5 79.5 80.0 1900 79.6 80.4 100.2 112.2 79.5 79.4 80.2 2000 79.8 80.5 100.3 112.3 79.6 79.3 80.2 2100 79.6 80.1 110.1 113.0 79.3 78.3 79.6 3 2200 79.4 80.1 100.1 113.0 79.3 78.3 79.6 2300 79.5 80.0 100.2 113.0 79.4 78.0 79.5 5
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| 2400 79.4 80.0 100.3 113.0 79.2 78.0 79.5 I
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| I TABLE 148 HOURLY WATER TEMPERATL DDT QUAD-CITIES STATION, Cooling I Time Upstream Intake Canal Cold End Discharge A Downstream Sensors B C D 1'
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| 0100 79.2 79.0 100.4 112.9 79.0 77.7 79.5 0200 79.2 79.5 100.2 112.6 79.0 77.6 79.4 0300 79.0 79.4 100.5 112.6 79.0 77.6 79.8 0400 79.0 79.4 100.3 112.6 78.7 77.5 79.8 0500 79.0 79.3 100.1 112.4 78.7 77.5 80.0 0600 79.0 79.2 100.0 112.3 78.7 77.6 80.0 I 0700 0800 0900 79.0 79.0 79.0 79.2 79.3 79.3 99.8 99.4 99 2 112.2 111.7 110.5 79.0 79.0 79.0 77.7 77.7 77.7 80.1 80.2 80.3 I 1000 1100 1200 79.2 79.4 79.5 79.5 79.7 80.1 98.9 9f.1 93.4 110.4 111.6 111.8 79.2 79.4 79.6 78.1 78.2 78.4 80.5 80.5 80.4 1300 79.6 80.4 99.7 112.3 79.8 78.5 80.6 1400 79.8 80.6 7.00.1 112.4 79.9 78.5 80.7 1500 80.2 81.0 100.2 112.2 80.4 78.8 80.9 1600 80.5 81.5 100.4 112.0 80.6 79.0 80.8 g 1700 80.7 81.7 100.6 112.2 80.8 79.0 81.0 l
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| 3 1800 80.7 S1.8 100.6 112.3 80.8 79.2 81.1 1900 60.8 82.0 100.6 112.3 80.8 79.2 81.2 2000 80.9 81.8 100.6 112.3 80.8 79.2 81.0 l
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| I 2100 2200 2300 80.8 80.7 80.7 31.8 81.6 81.6 100.4 100.4 100.4 112.3 112.2 112.2 80.8 80.8 80.7 79.2 79.0 79.0 81.0 81.0 80.8 2400 80.7 81.5 100.0 112.0 80.6 79.3 80.7 l
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| TABLE 140 HOURLY WATER TEMPERATURE ( F) DATA, QUAD-CITIES STATION, JUNE 28, 1980 Cooling Canal Cold Downstream Sensors Time Upstream Intake End Discharge A B C D 0100 y 80.8 100.4 111.2 79.0 79.0 7/
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| 0200 80.8 98.3 110.2 79.0 77.8 0300 80.1 97.9 109.0 78.9 78.6 0400 80.0 98.1 109.6 78.6 78.4 0500 80.1 97.6 109.3 78.9 79.3 0600 80.0 98.4 109.4 78.6 E
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| 79.3 3 0700 79.4 98.0 109.4 78.6 79.0 0800 79.4 98.0 109.3 78.9 79.3 0900 79.3 98.6 109.3 78.9 79.4 1000 79.5 98.8 109.3 79.1 79.5 1100 79.7 99.4 110.0 79.3 79.6 1200 80.1 100.0 110.4 79.6 79.6 g 1300 80.6 100.4 110.6 79.8 80.1 3 1400 81.0 100.6 111.0 80.2 80.3 1500 81.4 100.9 110.9 80.5 80.5 a 1600 81.7 100.9 110.9 80.5 80.6 g 1700 82.0 100.7 110.8 80.6 80.7 1800 82.1 100.7 110.8 80.8 81.0 1900 82.0 100.6 110.7 80.9 80.9 j 2000 81.9 100.2 110.6 80.9 80.9 5 l 2100 81.7 99.9 110.3 80 > S0.7
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| . 00 81.5 99.8 110.3 80.6 80.6 g 2300 81.3 99.7 110.2 80.4 80.4 2400 81.1 99.6 110.0 80.1 80.1 5 U Th understorms caused indicated sensors to give erratic readings, invalid until ground truth temperatures are taken.
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| I TABLE 150 HOURLY WATER TEMPERATURE ( F) DATA, QUAD-CITIES STATION, JUNE 29, 1980 I Cooling I Time Upstream Intake Canal Cold End Discharge A Downstream Sensors B C D 0100 80.8 99.6 109.8 80.0 80.0 0200 80.5 99.3 109.7 ,__ 19.7 79.8 0300 80.3 98.9 109.4 79.5 79.6 0400 80.3 98.1 108.5 79.4 79.5 OS00 79.9 96.4 108.4 79.4 79.5 0600 79.8 94.3 108.0 79.3 79.4 I 0700 0800 0900 79.6 79.4 79.4 92.5 91.8 91.2 107.5 106.9 101.4 79.2 79.1 79.0 79.4 79.4 79.3 1000 79.3 95.2 100.8 79.2 I 1100 1200 79.4 79.6 94.1 93.2 100.3 99.0 79.4 79.4 79.5 79.5 79.6 1300 79.6 91.9 94.9 79.4 79.6 t
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| l 1400 80.0 91.4 93.6 79.5 79.7 5 1500 80.3 91.0 92.5 79.6 79.7 1600 80.4 91.0 92.6 79.7 79.8 1700 80.6 90.4 92.6 79.7 79.8 1800 80.6 89.0 91.6 79.8 79.9 1900 80.5 88.1 91.2 79.8 79.8 2000 80.3 87.3 90.4 79.6 79.6 I 2100 2200 2300 80.0 79.7 79.5 86.S 86.6 86.3 90.0 89.8 89.7 79.5 79.3 79.2 79.5 79.3 79.2 2400 79.2 85.8 89.3 78.6 78.6 l
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| i TABLE 151 HOURLY WATER TEMPERATURE ( F) DATA, QUAD-CITIES STATION, JUNE 30, 1980 Cooling Canal l Cold Downstream Sensors
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| ; Time Upstream Intake End Discharge A B C D 0100 78.7 85.2 88.6 78.0 78.0 0200 78.0 84.9 88.5 77.6 77.6 0300 77.7 84.6 88.2 77.4 77.4 g 0400 77.3 84.2 87.8 77.0 77.3 g 0500 77.0 84.0 87.5 76.8 77.0 0600 76.7 83.7 87.6 76.5 76.8 0700 76.6 83.4 87.6 76.3 76.6 0800 76.4 83.4 87.4 76.2 76.7 0900 76.3 83.8 89.6 76.2 76.8 1000 76.5 84.1 90.4 76.3 76.9 3 1100 77.0 84.6 90.6 76.5 77.0 g 1200 77.3 85.1 90.7 76.6 77.2 1300 77.6 85.6 96.5 76.8 77.3 1400 2/ 77.4 77.7 85.0 97.3 77.2 77.5 78.2 1500 77.6 78.2 87.6 98.6 77.2 77.7 78.5 1600 78.0 78.3 88.0 99.2 77.4 77.9 78.5 1700 78.2 78.6 89.3 100.0 77.5 77.8 78.7 1800 78.2 78.7 90.2 100.4 77.5 77.9 78.6 1900 78.0 78.5 90.4 100.6 77.4 77.6 78.6 2000 77.8 78.4 90.8 100.7 77.3 77.6 78.4 2100 77.6 78.2 91.4 101.0 77.2 77.7 78.3 2200 77.6 77.7 91.5 100.8 77.0 77.4 78.3 2300 77.5 77.6 91.8 100.8 76.9 77.3 78.0 2400 77.4 77.4 91.8 100.8 76.9 77.1 77.9 1'/ Instruments zerced to ground truth data.
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| TABLE 152 HOURLY WATER TEMPERATURE ( F) DATA, QUAD-CITIES STAT 70N, JULY 1, 1980 l
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| l Cooling 3 Canal g Cold Downstream 5;nsors Time Upstream Intake End Discharge A B C D 0100 77.3 77.3 91.6 100.4 76.5 77.2 78.0 0200 77.0 77.0 91.3 100.1 76.2 76.9 77.8 0300 77.0 76.6 91.0 99.9 76.0 76.6 77.8 I 0400 0500 0600 76.9 76.9 76.8 76.5 76.4 76.4 90.9 90.6 90.5 99.9 100.5 101.2 75.9 75.7 75.7 76.5 76.6 76.5 78.0 78.1 78.5 I 0700 0800 0900 76.9 76.8 76.7 76.3 76.3 76.4 90.5 90.5 90.5 102.0 102.9 103.0 75.7 75.8 75.9 76.7 76.8 76.8 78.4 78.5 78.5 1000 76.9 76.5 91.3 103.4 76.1 77.2 78.6 I 1100 1200 77.1 77.3 77.4 76.9 77.0 77.4 92.4 93.2 94.1 104.1 104.9 76.4 76.5 77.4 77.3 78.8 78.9 1300 105.5 76.7 77.4 79.0 1400 77.5 77.5 95.2 106.4 77.0 77.8 79.1 1500 78.0 78.0 96.1 107.3 77.4 78.0 79.1 1600 78.1 78.6 96.9 108.0 77.5 78.3 79.3 1700 78.5 78.9 97.4 108.6 77.7 78.3 79.4 I 1800 1900 78.5 78.6 78.9 79.1 98.0 98.3 109.1 109.4 77.9 77.9 78.5 78.6 79.4 79.4 2000 78.5 79.0 98.5 109.4 77.9 78.5 79.3 I
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| 2100 78.5 78.6 98.6 109.5 77.8 78.3 79.3 2200 78.4 78.5 98.6 109.6 77.6 78.3 79.1 1
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| 2300 78.2 78.3 93.5 109.5 77.6 78.3 79.1 2400 78.1 78.1 98.3 109.5 77.4 73.1 79.0 I
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| I TABLE 153 HOURLY k'ATER TEMPERATURE (oF) DATA, QUAD-CITIES STATION, JULY 2, 1980 Cooling Canal Cold Downstream Sensors l Time Upstream Intake End Discharge A B C D W 0100 78.0 78.0 97.9 109.0 77.1 78.0 78.9 0200 77.8 77.8 97.4 108.6 77.1 77.8 78.9 0300 77.6 77.5 96.9 108.5 76.8 77.6 78.8 0400 77.5 77.3 96.2 108.2 76.6 77.4 78.6 g 0500 77.3 77.2 95.8 107.7 76.6 77.3 78.4 3 0600 77.1 76.8 95.5 107.4 76.4 77.2 78.4 0700 77.0 76.6 95.0 107.0 76.1 77.0 78.4 0800 77.0 76.5 94.8 107.3 76.1 76.9 78.6 0900 77.0 76.6 94.8 107.2 76.1 76.9 78.8 1000 77.0 76.9 94.9 107.5 76.2 77.0 78.9 !
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| 1100 77.0 77.0 95.4 107.6 76.4 77.2 78.9 1200 77.2 77.2 95.6 107.5 76.4 77.4 79.2 1300 77.4 77.4 96.2 107.0 76.6 77.7 79.2 1400 77.5 77.5 96.5 106.8 76.8 77.6 79.2 1500 77.6 77.6 96.8 106.8 76.9 77.8 79.3 1600 77.6 77.6 97.0 107.0 77.0 77.9 79.4 1700 77.9 77.8 97.0 107.0 77.1 78.0 79.4 77.9 EI 1800 78.0 78.0 96.5 106.8 77.4 78.0 79.3 78.0 1900 78.0 78.0 96.1 106.3 77.4 78.0 79.4 78.0 E
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| 3 2000 78.0 78.0 95.8 106.5 77.4 78.0 79.3 78.0 2100 77.8 77.8 95.7 105.5 77.4 78.0 79.1 77.9 2200 77.8 77.8 95.5 96.5 77.3 77.9 79.0 77.7 2300 77.6 77.5 95.5 102.0 77.1 77.8 78.8 77.4 2400 77.6 77.4 94.9 100.1 77.0 77.5 78.6 77.1 9/
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| - Sensor turned on, calibrated, and zerced to ground truth.
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| 1 TABLE 154 HOURLY WATER TEMPERATURE (*F) DATA, QUAD-CITIES STATION, JULY 3, 1980 I Cooling Canal Cold Downstream Sensors Time Upstream Intake End Discharge A B C D 0100 77.5 77.3 94.5 99.8 76.8 77.4 78.4 77.0 0200 77.0 77.0 93.6 98.6 76.5 77.0 78.2 76.5 I 0300 77.2 76.9 92.0 97.3 76.4 76.9 78.1 76 4 0400 76.9 76.5 90.6 96.3 76.1 76.9 77.9 76.1 0500 76.9 76.5 89.5 95.5 76.0 76.7 77.9 76.0 l 0600 76.6 76.5 88.5 95.0 75.6 77.0 77.8 75.5 0700 76.4 76.2 87.6 94.1 75.5 76.4 77.9 75.4 0800 76.3 76.0 86.9 94.4 75.4 76.1 79.9 75.3 0900 76.4 76.0 86.5 94.2 75.4 76.4 77.9 75.3 1000 76.4 76.1 87.0 94.2 75.5 76.5 77.9 75.5
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| ,E l tioo 76 5 76 5 9o o 95.6 75.7 76.6 78.1 75.7 g 1200 76.5 76.5 89.9 96.3 75.9 77.1 78.3 76.0 1300 76.7 76.7 90.3 96.6 76.0 77.0 78.4 76.2 1400 77.0 77.0 90.5 96.7 76.3 77.1 78.5 76.8 1500 77.4 77.2 91.0 97.3 76.5 77.3 78.6 77.2 1600 77.5 77.9 92.0 97.9 76.7 77.5 78.9 77.6 1700 77.6 78.0 92.6 98.0 77.0 77.7 78.9 77.8 I 1800 1900 2000 77.9 78.0 78.0 78.3 78.3 78.4 92.2 92.2 91.8 97.9 98.0 97.6 77.1 77.2 77.2 77.9 77.9 77.9 79.0 79.0 78.9 78.2 78.2 78.1 2100 77.9 78.0 91.9 97.6 77.1 77.8 78.9 78.0 2200 77.9 77.9 92.2 97.6 77.1 77.6 78.8 77.9 2300 77.9 77.9 91.9 92.7 77.0 77.7 78.7 77.8 2400 77.6 77.6 91.9 97.5 76.9 77.6 78.6 77.7 I
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| TABLE 155 HOURLY WATER TEMPERATURE ( F) DATA, QUAD-CITIES STATION, JULY 4, 1980 Cooling Canal Cold Downstream Sensors Time Upstream Intake End Discharge A B C D 0100 77.6 77.6 91.7 97.4 76.9 77.5 78.5 77.5 0200 77.6 77.6 91.5 96.6 76.7 77.4 78.5 77.2 0300 77.5 77.5 91.2 95.2 76.6 77.3 78.2 77.0 0400 77.2 77.2 91.0 93.5 76.5 77.0 78.0 77.0 0500 77.1 77.0 90.8 91.5 76.4 77.0 77.9 76.9 0600 77.0 76.9 90.2 90.8 76.0 76.8 77.8 76.6 0700 77.0 76.8 89.5 90.6 76.0 76.7 77.8 76.5 0800 76.8 76.6 88.5 90.8 76.0 76.6 79.0 76.4 0900 76.7 76.6 87.5 90.6 76.0 76.6 78.0 76.3 1000 77.0 77.0 87.1 90.5 76.1 76.7 78.1 76.5 1100 77.0 77.0 86.0 90.0 76.4 77.0 78.3 76.8 1200 77.4 77.2 85.0 89.4 76.4 77.1 78.6 77.3 1300 77.5 77.5 85.6 90.0 76.7 77.5 78.9 77.7 1400 77.6 78.0 86.5 90.6 77.0 77.8 79.1 78.5 1500 78.4 78.1 87.2 91.0 77.5 78.0 79.1 78.9 1600 78.5 78.9 87.5 91.5 77.8 78.3 79.5 79.0 1700 78.8 79.4 87.6 91.9 78.1 78.6 80.0 79.5
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| ; 1800 79.0 79.5 87.9 92.2 78.4 78.7 79.9 79.9 1900 79.0 79.8 88.2 92.5 78.5 79.0 80.0 80.0 2000 79.1 79.8 88.5 92.5 78.5 79.1 80.0 80.0 2100 79.3 79.7 S8.4 92.5 78.6 79.0 80.0 80.1 l 2200 79.1 79.5 88.6 92.6 78.6 78.9 80.0 80.0 2300 79.1 79.5 88.6 92.6 78.5 79.0 79.9 79.9 2400 79.5 79.5 88.6 92.6 78.7 78.8 79.8 79.5 i
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| TABLE 156 i
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| l HOURLY WATER TEMPERATURE ( F) DATA, QUAD-CITIES STATION, l JULY 5, 1980 I.
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| Cooling Canal
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| ! Cold Downstream Sensors f Time Upstream Intake End Discharge A B C D 1
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| , 0100 79.5 79.6 88.6 92.7 78.8 79.0 79.8 79.5 0200 80.3 79.5 88.4 92.8 78.6 78.7 79.5 79.4
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| [ 0300 79.5 79.3 90.0 92.1 78.5 78.7 79.7 78.9 0400 78.5 78.6 86.0 91.3 77.1 78.2 79.6 78.3 l 0500 78.6 78.7 85.4 90.5 76.9 77.0 79.6 77.5 l 0600 79.5 78.3 84.9 90.1 77.0 77.5 79.1 77.5 0700 78.5 78.0 84.9 90.0 77.5 77.7 79.1 78.1 0800 78.1 78.0 85.0 89.9 77.5 77.8 79.1 78.1
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| !I 0900 1000 1100 78.0 78.3 78.5 78.1 78.3 78.7 85.2 85.0 85.0 90.3 90.9 91.8 77.5 77.5 77.9 78.0 78.2 78.2 79.5 79.5 79.5 78.2 78.3 78.7 1200 78.5 79.0 85.5 92.5 78.0 78.4 79.9 79.0 1300 79.0 79.7 86.4 93.5 78.6 78.9 80.1 79.6 1400 80.1 80.1 87.2 94.4 79.0 79.4 80.3 80.0 1500 80.0 80.6 88.0 95.5 79.5 79.6 80.5 80.5 1600 80.0 81.2 88.6 95.7 79.5 79.6 80.6 80.7 1700 80.4 81.5 89.2 96.2 79.8 79.9 80.8 81.0 1800 80.5 81.6 89.4 96.4 80.0 80.0 81.1 81.4 1900 80.6 81.5 89.6 96.5 80.2 80.2 81.2 81.5 ;
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| 2000 80.7 81.4 89.9 96.9 80.3 80.3 31.1 81.1 2100 80.8 81.4 90.0 97.0 80.1 80.1 81.0 81.1 2200 80.6 81.3 90.2 97.1 80.1 80.1 80.8 80.9 I 2300 2400 80.5 80.3 81.0 81.0 90.0 89.9 97.0 97.0 80.0 79.8 80.0 79.8 80.5 80.5 80.5 80.5 r II :
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| ,II Il I
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| TABLE 157 HOURLY WATER TEMPERATURE ( F) DATA, QUAD-CITIES STATION, JULY 6, 1980 Cooling Canal Cold Downstream Sensors Time Upstream Intake End Discharge A B C D 0100 80.2 80.6 89.4 96.7 79.5 79.5 80.1 80.0 0200 80.0 80.4 88.8 96.2 79.1 79.1 80.0 79.5 0300 79.6 80.0 88.2 95.7 78.9 78.9 80.0 79.1 0400 79.5 79.8 87.7 95.4 78.7 78.7 79.8 79.1 0500 79.4 79.5 87.0 95.0 78.5 78.6 79.8 78.9 0600 79.1 79.1 86.5 94.8 78.3 78.5 79.8 78.6 0700 79.0 79.0 86.1 94.5 78.1 78.2 79.8 78.4 0800 78.7 78.8 85.6 94.0 78.0 78.2 79.7 78.5 0900 78.7 78.7 85.6 94.0 78.0 78.3 80.0 78.6 1000 78.9 78.6 85.6 94.2 78.0 78.5 80.1 78.8 1100 79.0 79.2 86.0 94.5 78.3 78.7 80.2 79.3 1200 79.1 79.4 86.4 95.0 78.5 78.8 80.4 79.5 1300 79.5 79.8 86.8 95.4 78.9 79.0 80.5 80.0 1400 79.6 80.0 87.5 95.8 79.0 79.1 80.7 80.2 1500 79.8 80.4 87.8 96.0 79.2 79.4 80.9 80.5 1600 80.0 80.5 88.4 96.6 79.5 79.7 81.0 81.0 1700 80.4 81.0 88.9 97.0 79.8 79.9 81.0 81.1 1800 80.5 81.1 89.2 97.3 80.0 80.0 80.7 81.0 1900 80.5 81.3 89.4 97.6 80.0 80.1 81.0 81.3 2000 80.5 81.2 3.t 97.6 79.9 80.0 80.8 80.9 2100 80.3 81.1 S x 97.6 79.9 79.9 80.6 80.5 2200 80.2 80 9 90.0 97.0 79.7 79.7 80.5 80.2 2300 80.1 80.5 90.0 97.7 79.5 79.5 80.4 80.1 2400 80.0 80.5 90.0 97.6 79.5 79.4 80.2 79.9 I
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| TABLE 158 HOURLY WATER TEMPERATURE ( F) DATA, QUAD-CITIES STATION, JULY 7, 1980 Cooling I Canal Cold Downstream Sensors Time Upstream Intake End Discharge A B C D I 0100 79.9 80.4 90.0 96.6 79.3 79.2 80.1 79.2 0200 79.5 80.0 89.9 96.5 79.0 79.0 80.0 79.1 0300 79.5 80.0 89.8 96.4 78.8 78.7 79.9 79.2 0400 79.2 79.6 89.6 96.3 78.5 78.5 79.9 78.9 0500 79.1 79.5 89.5 96.5 78.5 78.4 79.9 78.8 0600 79.0 79.4 89.2 96.2 78.3 78.1 79.8 78.7 0700 79.0 79.2 89.0 96.2 78.2 78.2 79.8 78.6 0800 78.7 79.0 89.0 96.6 78.1 78.1 79.9 78.7 0900 78.8 79.2 89.3 97.0 78.2 78.2 80.0 78.9 1000 78.9 79.4 89.8 97.1 78.4 78.3 80.1 79.2 1100 79.0 79.6 90.5 97.9 78.5 78.4 80.3 79.5 1200 79.3 80.0 91.0 98.' 78.9 78.5 80.5 80.0 1300 79.5 80.4 91.8 98.7 79.3 78.9 80.9 80.4 1400 79.9 80.7 92.6 99.9 79.6 79.0 81.0 80.5 1500 80.0 81.2 93.2 100.0 80.0 79.4 81.5 81.0 1600 80.4 81.6 93.7 100.4 80.3 79.8 81.4 81.0 1700 80.5 81.8 94.0 100.8 80.5 79.9 81.5 81.4 1800 80.6 81.8 94.2 101.0 80.5 79.9 81.6 81.6 I 1900 81.0 82.0 94.4 101.2 80.6 80.0 81.7 81.7 l
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| 3 2000 81.0 82.0 94.3 101.3 80.8 80.0 81.8 81.9 E 2100 81.1 81.9 94.3 101.0 80.9 80.2 81.9 81.8 2200 81.0 82.0 94.2 101.0 81.0 80.2 81.8 81.7 2300 81.1 81.9 94.0 101.0 80.8 80.2 81.7 81.5 2400 81.0 81.8 94.0 100.9 80.8 80.0 81.5 80.2 I
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| I TABLE 159
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| , HOURLY WATER TE.'IPERATURE ( F) DATA, QUAD-CITIES STATION, 1 JULY 8, 1980 l
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| Cooling Canal f Cold Downstrea:n Sensors Time Upstream Intake End Discharge j A B C D g
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| l E
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| 0100 80.9 81.5 93.6 100.5 80.6 80.0 81.5 81.1 l 0200 80.7 81.4 93.3 100.5 80.5 79.9 81.5 80.9
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| ; 0300 80.6 81.2 93.2 100.0 80.4 79.7 81.3 80.6 l 0400 80.5 81.0 93.0 100.0 80.1 79.6 81.3 80.6 l 0500 80.4 81.0 92.8 101.6 80.0 79.5 81.4 80.8 0600 80.5 81.0 92.8 103.0 80.0 79.4 81.5 81.7 0700 80.5 81.0 92.7 102.7 80.0 79.4 81.5 81.0 0800 80.5 81.0 93.0 103.4 80.0 79.5 81.8 81.0 0900 80.6 81.3 93.2 103.5 80.2 79.6 82.1 81.3
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| ; 1000 80.8 81.4 94.1 104.9 80.4 79.9 82.2 81.3 l 1100 80.8 81.5 95.4 107.3 80.5 80.0 82.5 81.6 1200 81.0 81.6 95.4 107.8 80.6 80.2 82.8 82.0 l 1300 81.0 82.0 95.4 107.5 80.7 80.3 82.6 82.2 1400,,7 81.4 82.1 95.3 108.0 80.9 80.6 83.0 82.4 15002 81.5 82.0 94.5 108.3 81.3 80. 83.0 82.7 1600 81.8 82.4 95.6 108.7 81.5 81.0 83.0 83.0 1700 81.8 82.5 95.9 109.0 81.5 81.3 83.0 83.5 E
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| 1800 82.0 83.0 96.0 3
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| 109.5 81.6 81.3 83.1 83.8 1900 82.1 83.0 96.0 109.9 81.7 81.3 83.2 83.4 2000 82.2 83.0 96.4 110.2 81.8 81.5 83.3 83.6 2100 82.2 83.1 96.4 110.3 81.9 81.5 83.2 83.5 2200 82.2 82.6 96.3 110.2 82.0 81.4 83.2 83.3 2300 82.1 82.5 96.5 110.5 81.9 81.2 83.0 83.0 2400 82.0 82.3 96.2 110.5 81.6 81.1 82.9 82.9 l' Instruments zerced to ground truth data.
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| TABLE 160 HOURLY WATER TEMPERATURE ( F) DATA, QUAD-CITIES STATION, JULY 9, 1980 Cooling Canal Cold Downstream Sensors Time Upstream Intake End Discharge A B C D 0100 82.0 82.3 95.5 110.4 81.5 81.2 81.8 81.7 0200 81.9 82.5 95.0 110.0 81.5 81.2 82.9 82.5 0300 81.7 82.4 94.5 109.8 81.0 81.0 82.6 82.3 0400 81.6 81.6 94.2 109.5 80.9 80.8 82.5 82.0 0500 -4/ 81.7 94.1 ~4/ 76.2 ~4/ ~4/ 78.3 0600 81.5 93.9 I 0700 0800 81.3 81.0 92.8 93.0 76.1 76.2 76.0 78.5 78.3 77.7 0900 80.0 92.5 76.0 77.4 1000 80.4 93.5 76.7 79.4 1100 80.6 94.4 76.7 79.5 1200 80.7 95.5 76.8 79.6 1300 81.0 96.4 78.0 84.4 1400 81.4 97.3 77.0 80.5 1500 81.5 97.8 77.2 80.7 1600 2/ 82.0 81.8 98.2 111.5 77.5 81.4 81.0 I 1700 1800 1900 81.2 81.1 81.1 82.0 82.0 81.8 98.6 99.3 99.6 112.0 112.5 112.1 81.3 81.5 81.4 1- 1. 7 81.9 82.0 81.1 81.0 81.3 I 2000 2100 2200 81.1 81.2 81.4 81.6 81.5 81.5 99.7 99.6 99.7 112.3 112.1 111.5 81.1 81.1 81.2 81.9 82.0 82.0 81.3 81.2 81.1 2300 81.5 81.5 99.9 111.6 81.4 82.2 81.4 2400 81.6 81.5 99.6 111.6 81.5 82.3 81.5 b! Sensor malfunction due to electrical storm - no data.
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| I Instruments zeroed to ground truth data.
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| TABLE 161 HOURLY WATER TEMPERATCPE ( F) DATA, QUAD-CITIES STATION, JULY 10, 1980 Cooling Canal B Cold Downstream Sensors E 4
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| Time Upstream Intake End Discharge A B C D 0100 81.8 81.6 99.5 111.6 81.5 82.4 81.5 0200 81.7 81.5 99.4 111.5 81.5 82.4 81.5 0300 81.8 81.5 98.9 111.2 81.5 82.3 81.5 0400 81.8 81.4 98.6 111.0 81.5 82.4 81.5 0500 82.1 81.3 98.4 111.0 81.5 82.3 81.5 0600 82.0 81.2 98.0 110.7 81.4 82.3 81.0 0700 82.0 81.1 97.9 110.7 81.5 82.3 80.8 g 0800 81.5 81.4 98.3 110.6 81.5 82.2 80.6 3 0900 81.5 81.5 98.6 110.7 81.4 82.2 80.5 1000 81.5 81.5 98.8 111.0 81.4 82.2 80.5 1100 81.5 81.6 99.4 111.2 81.4 82.0 80.6 1200 81.5 82.0 99.8 111.6 81.5 82.5 80.5 1300 81.5 82.0 100.1 111.9 81.5 83.2 80.6 1400 81.6 82.0 100.2 111.6 81.6 83.3 81.0 1500 81.6 82.0 100.5 111.6 82.0 82.6 81.6 1600 81.6 82.0 100.5 111.9 82.0 83.0 81.8 1700 81.8 81.9 100.6 112.0 82.0 83.1 82.1 1800 81.9 82.3 100.6 112.0 82.1 83.1 82.1 1900 82.1 82.3 100.5 111.8 82.2 82.9 82.2 2000 82.0 82.3 100.1 111.6 82.0 82.6 82.1 2100 81.9 82.3 100.0 111.5 81.7 82.9 82.1 l 2200 81.9 81.9 99.9 110.5 81.6 82.3 82.2 5 2300 81.8 81.6 99.7 109.5 81.5 82.0 82.0 2400 81.8 81.5 99.4 109.5 81.4 82.2 81.8 i
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| TABLE 162 l Hol!RLY WATER TEMPERATURE ( F) DATA, QUAD-CITIES STATION, JULY 11, 1980 i
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| Looling
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| } Canal i Cold Downstream Sensors l Time Upstream Intake End Discharge A B C D 0100 82.0 81.3 99.2 109.3 81.4 82.2 82.1
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| ) 0200 81.9 81.4 98.6 109.3 81.3 82.2 82.0 l 0300 81.9 81.2 97.6 108.8 81.4 82.2 81.8 l 0400 81.8 81.3 97.2 108.4 81.5 82.3 81.8 I 0500 82.0 81.3 97.0 108.3 81.5 82.4 81.9
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| ! 0600 82.0 81.4 96.7 108.4 81.5 82.4 81.6 82.1 81.4 1
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| I 0700 0800 0900 81.9 81.9 81.7 81.8 96.5 96.7 96.7 108.9 109.7 110.0 81.4 81.4 81.5 82.6 83.0 82.6 81.7 81.4 81.4
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| ! 1000 82.0 82.0 97.0 110.0 81.5 82.5 81.4 l 1100 82.0 82.1 97.7 110.4 82.0 82.5 81.5 l
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| 1200 82.3 82.1 98.3 111.0 81.9 82.5 81.6 1300 82.2 82.4 99.4 111.5 82.2 82.4 82.1 1400 82.2 82.4 99.8 112.2 82.2 82.4 82.6 1500 82.3 82.6 100.2 111.8 82.3 82.6 82.8 1600 82.4 82.7 100.5 112.2 82.3 82.7 83.0 1700 82.5 82.6 100.6 112.2 82.3 82.6 83.0 1800 82.6 82.6 100.7 112.2 82.3 82.6 83.0 1900 82.7 82.8 100.7 112.3 82.4 82.7 83.0 2000 82.7 82.9 100.6 112.0 82.5 82.7 83.3 I 2100 2200 2300 82.8 82.8 83.3 82.7 82.7 82.8 100.3 100.2 99.9 111.8 111.7 111.4 82.4 82.5 82.6 82.7 82.7 82.7 83.5 83.5 83.6 2400 83.4 83.2 99.8 110.4 32.8 83.2 83.8 I
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| TABLE 163 Ii HOURLY WATER TEMPERATURE (*F) DATA, QUAD-CITIES STATION, '
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| JULY 12, 1980 l I l Cooling l Canal i
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| Cold Downstream Sensors Time Upstream Intake End Discharge A B C D 0100 83.6 83.4 99.6 110.3 83.3 83.3 84.2 i 0200 83.7 83.5 99.6 110.4 83.4 83.4 84.2 0300 83.9 83.7 99.5 110.5 83.8 83.5 84.3 ,
| |
| 0400 83.9 83.7 99.0 110.3 83.9 83.7 84.3 g 0500 83.9 84.0 98.8 110.2 83.7 83.6 83.9 g, 0600 83.7 83.8 98.6 109.9 83.7 83.5 83.7 i 0700 83.5 83.7 93.2 110.0 83.6 83.5 83.6 0800 83.4 a3.5 98.0 110.8 83.6 83.4 83.5 0900 83.3 83.6 98.0 110.8 83.5 83.3 83.5 !
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| 1000 83.3 83.6 98.2 111.2 83.6 83.3 83.4 1100 83.4 83.8 98.5 111.2 83.6 83.4 33.5 gi 1200 83.5 84.3 99.2 111.7 83.9 83.5 83.3 5 1300 83.6 84.5 100.1 112.4 83.9 83.6 83.6 1400 83.7 84.8 100.3 112.8 84.0 83.4 83.6 1500 83.9 85.0 100.6 113.1 84.3 83.5 83.8 1600 84.2 85.3 100.7 113.3 84.3 83.6 84.2 1700 84.5 85.5 101.0 113.5 84.5 83.7 84.5 1800 84.5 85.7 101.2 113.4 84.8 83.8 84.8 1900 84.8 85.7 101.3 112.0 84.8 84.0 85.2 2000 84.8 85.5 101.2 110.4 84.9 84.0 85.4 2100 84.6 85.4 98.2 110.7 85.0 83.9 85.4 g .
| |
| 2200 84.6 35.4 100.5 106 2 84.8 83.9 85.7 g1 2300 84.3 84.8 100.1 104.6 84.6 83.7 85.4 2400 84.2 84.7 99.2 103.4 84.5 83.7 85.3 l
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| I, l
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| I:
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| I I
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| l I
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| -w-.w- e w- py- -wm---w y
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| I
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| )
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| [
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| , TABLE 164
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| ) ,
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| i IIOURLY WATER TE.'!PERATURE ( F) DATA, QUAD-CITIES STATION, I i JULY 13, 1980 l l
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| l l
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| l l Cooling i E Canal i Cold Downstream Sensors Time Upstream Intake End Discharge A B C D l
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| l 0100 84.4 84.1 98.1 100.5 84.5 83.5 85.3 0200 84.2 84.2 97.0 99.7 84.6 83.5 85.2 l 0300 84.2 84.2 95.9 99.2 84.5 83.4 85.4 l 0409 84.1 84.1 94.7 98.3 84.5 83.3 84.9 l l 0500 84.0 84.0 93.7 97.6 84.2 83.2 84.6 l l 0600 83.9 83.7 92.0 97.0 84.1 83.0 84.0
| |
| , 0700 83.6 83.5 91.3 96.2 82.8 82.8 84.9 i 0800 83.5 83.5 91.2 95.7 83.8 82.9 84.3
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| !g 0900 83.4 83.7 90.8 95.5 83.8 82.8 84.3
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| 'E i
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| 1000 1100 83 4 83.5 83 7 84.1 90.8 90.8 95.5 95.7 83.9 84.0 82.8 83.0 84.3 84.0 l
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| 1200 84.2 84.2 90.9 96.0 84.0 83.2 84.5
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| ; 1300 83.8 84.5 91.2 96.0 84.3 83.3 85.1 1 1400 84.1 85.0 91.5 96.4 84.5 83.5 85.5
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| ! 1500 84.5 85.6 91.9 96.8 84.9 83.8 85.7 13 1600 84.7 85.8 92.0 97.0 85.3 84.0 86.3
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| !E 1700 84,8 85.0 86.0 86.0 92.2 92.0 97.3 85.5 84.3 86.5 l 1800 97.2 85.7 84.0 86.6 j 1900 85.0 86.0 91.8 97.2 85.7 84.0 86.5 l 2000 84.9 86.0 91.7 97.0 85.4 83.8 86.5 2100 84.8 85.8 91.5 96.9 85.3 83.7 86.4 2200 84.7 85.7 91.2 96.6 85.3 83.7 86.3 4
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| 2300 84.6 85.5 90.8 96.5 85.3 83.6 86.0 2400 84.6 85.3 90.5 96.2 85.2 83.6 86.0 s
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| i l
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| i 1 -
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| I
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| . TABLE 165 HOLT <LY WATER TEMPERATURE ('F) DATA, QUAD-CITIES STATION, KLY 1', 1980 I
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| Cooling I
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| Canal Cold Downstream Sensors Time Upstream Intake End Discharge A B C D i
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| E 0100 84.5 85.0 90.0 95.8 85.0 83.4 85.5 5 0200 84.4 84.7 89.8 95.6 84.7 83.3 85.2 0300 84.2 84.5 89.5 95.5 84.5 83.2 85.2 0400 84.1 84.5 89.4 96.7 84.5 83.0 85.0 0500 84.0 34.3 89.2 99.2 84.2 82.9 84.7 0600 84.0 84.0 89.0 102.0 84.0 82.9 84.4 0700 84.0 83.8 88.9 101.6 83.8 82.6 84.3 0800 83.9 83.7 89.0 102.0 83.7 82.6 84.2 0900 83.6 84.0 89.9 102.6 83.7 82.6 84.1 1000 83.6 S4.2 91.2 103.5 83.8 82.7 84.3 g
| |
| ; 1100 83.7 84.4 93.5 104.6 83.8 82.8 84.7 5 l 1200 84.0 84.6 94.3 105.5 84.1 82.9 84.9 1300 84.1 85.0 94.8 106.0 84.4 83.0 85.0 1400 84.2 85.0 95.1 106.5 84.4 83.0 85.5 1500 84.4 85.0 95.6 107.6 84.4 83.1 85.7 1600 84.4 85.2 96.3 108.5 84.6 83.3 85.8 1700 84.6 85.5 96.8 108.8 84.9 83.4 86.0 3 1800 84.6 85.5 97.1 108,9 85.0 83.5 86.0 E 1900 84.7 85.6 97.2 108.9 85.0 83.5 86.6 2000 84.7 x 85.5 97.4 109.0 85.0 83.5 86.3 2100 84.5 85.5 97.5 108.8 84.9 83.4 86.0 2200 f,4 . 5 85.3 97.2 108.5 84.5 83.3 85.8 2300 84.5 85.0 96.7 108.2 84.5 83.2 85.7 i 2400 84.4 85.0 96.6 107.8 84.5 83.1 85.6 i
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| I
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| | |
| ; ll 1
| |
| s i
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| TABLt 166 If0URLY WATER TEMPERATURE ( F D,1TA QUAD-CITIES STATION, l
| |
| I Cooling Canal Cold Downstream Sensors Time Upstream Intake End Discharge A B C D 0100 84.5 84.7 96.3 107.8 84.4 83.1 85.5 0200 84.5 84.9 96.3 108.2 84.5 83.2 85.0 0300 84.4 84.7 96.3 108.2 84.3 83.0 85.0 0400 84.2 84.6 96.0 108.2 84.4 83.0 84.8 0500 84.1 84.5 95.6 107.9 84.2 82.8 84.6 0600 84.0 84.2 95.5 108.2 84.0 82.7 84.4 0700 83.8 84.1 95.2 108.0 83.7 82.6 84.2 0800 83.5 83.9 95.3 108.0 83.5 82.4 83.7 0900 83.6 83.9 95.7 108.4 83.7 82.4 84.0 1000 83.5 83.9 96.0 108.8 83.7 82.4 84.0 1100 2/ 83.5 84.4 96.7 109.5 83.9 82.4 83.0 1200 83.6 83.4 100.1 107.9 83.5 83.4 84.3 I 1300 1400 1500 83.6 83.7 84.0 83.5 83.7 84.0 100.5 101.2 101.8 108.5 109.0 109.7 83.8 83.8 83.9 83.4 83.5 83.8 84.6 85.0 85.0 I 1600 1700 1800 84.1 84.2 84.4 S4.2 84.4 84.5 102.3 102.8 103.0 110.1 110.4 110.6 84.2 84.4 84.7 83.9 84.0 84.2 85.6 85.9 86.0 1900 84.4 84.6 103.1 110.7 84.6 84.2 86.1 I 2000 2100 2200 84.5 84.3 84.5 84.6 84.5 84.4 103.2 103.2 109.6 108.5 84.6 84.6 84.6 84.3 84.3 86.4 86.3 103.1 108.5 84.3 86.2 2300 84.4 84.3 103.1 108.5 84.6 84.3 86.2 2400 84.4 84.2 103.0 108.4 84.6 84.4 86.3 t'/ Instruments zeroed to ground truth data I
| |
| I
| |
| | |
| I TABLE 167 I
| |
| l HOURLY WATER TEMPERATURE ( F) DATA, QUAD-CITIES STATION, JUI.Y 16, 1980 Cooling Canal Cold Downstream Sensors Time Upstream Intake End Discharge A B C D l
| |
| 0100 84.4 84.1 102.0 108.0 84.6 84.2 86.3 0200 84.4 84.2 101.3 107.5 84.6 84.3 86.1 0300 83.5 84.0 100.6 106.8 84.5 84.3 85.8 0400 84.3 83.2 99.5 108.0 83.4 84.0 85.0 0500 84.4 83.0 98.3 107.6 83.5 83.2 84.3 l 0600 84.3 82.6 97.2 107.4 83.4 82.9 84.0 0700 84.3 82.7 97.1 107.1 83.6 83.3 84.2 g 0800 83.6 82.8 97.2 107.0 83.6 83.5 84.8 0900 83.5 82.6 98.2 107.5 83.6 83.4 84.5 5
| |
| l 1000 83.7 83.2 98.9 108.2 83.9 83.7 84.5 11C 83.5 83.0 99.0 108.2 83.7 83.6 84.4 l 120, 83.5 83.5 99.4 108.5 83.6 83.5 84.4 5 1300 83.6 83.5 99.8 108.9 83.9 83.7 84.6 1400 83.8 83.8 100.0 109.2 84.1 83.9 84.8 3 1500 84.1 84.2 100.5 109.4 84.1 84.0 85.0 E 1600 84.3 84.6 100.3 109.4 84.4 84.3 85.4 1700 84.5 84.9 100.0 109.5 84.5 84.3 85.6 1800 84.6 84.8 99.7 109.4 84.6 84.5 85.9
| |
| , 1900 84.6 85.0 99.8 109.4 84.8 84.5 85.0 l 2000 84.6 84.9 99.5 109.1 84.8 84.4 86.2 l 2100 84.6 84.8 99.5 109.0 84.6 84.5 86.2 g l 2200 84.5 84.5 99.5 108.9 84.5 84.4 86.1 g l 2300 84.4 84.3 99.3 108.6 84.5 84.3 86.0 2400 84.3 84.1 99.1 108.4 84.4 84.3 86.0 I
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| I
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| .I
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| :I i
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| l l 1
| |
| . i TABLE 168 HOURLY WATER TEMPERATURE (*F) DATA, QUAD-CITIES STATION, JULY 17, 1980 g Cooling E canal Cold Downstream Sensors Time Upstream Intake End Discharge A B C D l
| |
| I 0100 84.2 83.9 99.0 108.2 84.2 84.2 86.0 0200 84.0 83.6 98.6 108.0 84.2 84.1 85.7 I 0300 0400 0500 84.0 83.7 83.6 83.3 83.2 83.0 09.3 98.0 97.6 107.5 107.3 107.0 84.0 83.9 83.8 84.0 83.9 83.7 85.4 84.9 84.6 0600 83.5 82.6 97.4 106.7 83.5 83.5 84.4
| |
| , 0700 d3 4 82.5 97.3 106.5 83.5 83.4 84.5 i 0800 83.1 82.5 97.2 106.5 83.4 83.3 84.0 0900 83.0 82.4 97.3 106.5 83.4 83.2 83.7 1000 83.3 82.6 97.7 106.7 83.4 83.2 83.6 1100 j 83.4 82.6 99.0 105.9 83.0 S3.6 84.0 1200 1300 1400 1500 1600 i 1700 1800 1900 I 2000 2100 2200 2300 l 2400 ,
| |
| I/ Turned off by I.n.
| |
| g iI I
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| l . _ _ . -
| |
| | |
| I l
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| TABLE 169 HOURLY WATER YEMPERATURE ( F) DATA, QU J-CITIES STATION, JULY 18, 1980 Cooling Canal Cold Downstream Sensors Time Upstream Intake End Discharge A B C D l
| |
| 0100 1! 85.4 ,
| |
| 0200 85.7 0300 85.6 0400 85.9 0510 85.4 3
| |
| g l Co00 84.5 0700 83.4 0800 83.5 82.4 95.6 105.3 7/ 7/ 82.9 86.0*
| |
| 0900 83.3 81.6 95.0 105.0 83.6 83.5*
| |
| 1000 82.6 81.2 93.4 104.0 83.3 83.0 1100 82.3 81.6 91.7 103.0 83.5 83.0 1200 82.6 81.5 94.5 E
| |
| 104.1 84.0 82.9 3r 1300 82.5 81.6 96.3 105.3 84.0 82.9 1400 82.7 82.0 96.8 106.0 84.1 83.1 1500 82.9 81.9 96.8 106.4 84.4 83.4 1600 82.9 82.1 96.6 106.5 84.5 33.5 1700 83.0 82.3 97.7 107.0 84.8 83.6 1800 83.2 82.4 98.3 107.6 85.0 84.0 1900 83.5 83.0 99.2 108.4 85.6 l
| |
| 84.3 5 2000 83.6 83.2 99.9 109.0 86.2 84.5 2100 83.5 83.1 100.2 109.2 86.2 84.5 2200 83.6 82.9 100.3 109.3 86.3 84.6 i 2300 83/6 82.6 100.; 109.4 84.6 84.5 2400 83.6 82.6 100.8 109.4 86.5 84.5 '
| |
| 1 I.M not all sensors printing.
| |
| i E! #8 power pack failure.
| |
| * Unknown reason for drop. i I,
| |
| | |
| . . _ _ _ - _ . - - . _ - - - - . - - .. ---- - . . ~ - - - - - - - .-
| |
| }I l
| |
| 1 i i
| |
| : I
| |
| ; TABLE 170 t
| |
| i HOURLY WATER TEMPERATURE ( F) DATA, QUAD-CITIES STATION, j JULY 19, 1980 Cooling lE 6
| |
| !g canal Cold Downstream Sensors Time Upstream Intake End Discharge A B C D h
| |
| i 0100 83.6 82.7 100.6 109.4 84.0 84.5 i 0200 83.4 82.6 100.5 109.4 84.0 84.3 0300 83.1 82.1 100.1 109.0 83.7 84.0 0400 83.0 82.1 100.0 109.0 83.5 84.0 0500 83.0 82.1 100.0 108.9 83.0 S4.0 1
| |
| 0600 83.0 82.0 99.9 108.6 83.0 83.9 0700 83.0 82.0 99.6 108.5 83.1 83.8 0800 83.0 82.0 99.7 108.5 83.0 83.7 0900 83.0 82.2 99.8 108.6 82.5 83.7 1000 83.0 82.4 100.0 108.6 82.5 83.8 1100 83.2 82.6 100.3 103.8 82.6 83.8 1200 83.5 83.0 100.6 109.3 82.9 84.0 1300 83.6 83.4 101.6 110.0 83.8 84.8 [
| |
| 1400 83.8 83.5 101.6 110.0 85.4 84.8 1500 84.0 83.6 102.0 110.1 86.0 85.1 1600 84.0 83.6 102.3 110.5 84.8 85.5 1700 84.1 83.7 102.3 110.4 86.1 85.3 1800 84.2 84.6 102.4 110.6 84.3 85.4 1900 84.1 84.5 102.4 110.8 84.3 85.4 2000 84.0 83.9 102.4 110.6 84.5 85.4 I 2100 2200 2300 83.4 83.5 83.5 83.5 83.0 82.8 102.0 102.0 102.1 110.2 110.0 109.9 83.5 84.6 85.2 84.6 84.7 84.7 I 2400 83.4 82.7 102.0 109.7 83.4 84.7 I
| |
| I
| |
| | |
| It I
| |
| TABLE 171 If0 GLY WATER TEMPEhATWE ( F) DATA, QUAD-CITIES STATIsN, JULY 20, 1980 Cooling Canal Guld Downstream Sensors Time Upstream Intake End Dis cha rge A B C D 0100 83.2 83.3 101.5 169.5 83.5 84.7 0200 83.0 82.9 100.7 109.2 84.3 84.5 0300 83.0 83.1 100.0 108.6 83.5 84.5 E 0400 83.0 83.0 99.3 106.8 84.1 84.3 0500 82.6 83.0 98.5 104.9 85.6 84.0 5 0600 82.5 82.9 98.0 103.6 84.4 83.6 0700 82.7 82.3 97.7 104.0 84.4 83.6 0800 82.9 82.3 97.7 104.5 84.5 83.6 0900 83.0 82.8 97.4 105.2 82.6 83.6 1000 83.3 82.7 97.2 105.5 82.3 83.8 g 1100 83.2 83.3 97.0 105.9 82.5 83.8 g 1200 83.5 83.2 97.7 106.5 84.2 83.8 1300 83.7 83.0 98.6 107.0 85.0 84.0 1400 83.8 83.7 99.6 108.0 83.0 84.1 1500 84.0 83.8 99.9 108.6 84.9 84.3 '
| |
| 1600 84.0 83.3 100.5 109.0 83.0 84.1 1700 83.8 83.5 100.6 109.2 83.0 84.0 1800 83.8 83.6 100.8 109.2 82.8 84.0 1900 83.9 83.5 101.3 109.4 84.5 84.2 2000 83.7 83.7 101.6 109.5 83.3 84.2 2100 83.5 83.4 101.4 109.5 83.5 84.3 2200 83.5 83.3 101.4 109.3 83.5 84.3 2300 88.6 82.8 100.0 109.4 4/ 79.3 2400 86.7 82.4 99.5 108.8 79.2 Sensor malfunction - no data I
| |
| I I
| |
| | |
| k i
| |
| TABLE 172
| |
| . l HOL*RLY WATER TEMPERATL*RE (*F) DATA, QUAD-CITIES STATION, JCLY 21, 1980 Cooling Canal i Cold Downstream Sensors Time Uostream Intake End Discharge A B C D 0100 85.8 82.2 98.3 108.2 79.6 0200 86.6 82.4 98.2 108.1 79.7 0300 85.0 82.3 98.5 108.2 31.0 0400 85.6 82.4 99.0 108.3 81.5 0500 85.6 82.6 98.8 108.7 81.6 0600 85.6 82.6 98.8 108.7 81.6 0700 85.6 82.6 98.5 108.5 81.6 '
| |
| 0800 85.4 82.5 98.4 108.5 81.4 0900 1/
| |
| 1000 1100 1200 1300 I 1400 1500 1600 2/ 82.7 -4/ 97.6 110.5 83.4 83.6 83.2 1700 82.8 97.9 110.6 83.4 83.8 83.4 ;
| |
| 1800 83.0 97.8 110.7 83.4 83.9 33.5 1900 83.0 97.8 110.6 83.4 83.8 81.6 2000 82.9 97.7 110.5 83.4 83.8 83.7 I 2100 2200 2300 82.9 82.8 82.8 97.5 97.2 96.7 110.2 110.1 109.7 83.4 83.3 83.3 83.8 83.7 83.8 83.7 83.6 83.7 2400 82.7 96.5 109.4 83.3 83.7 83.7 1/
| |
| - Recorder net printing.
| |
| I '
| |
| / Instruments zerced to ground truth data.
| |
| b ensor S malfunction - co data.
| |
| | |
| . . _ . - . _ _ . - . _ ~_. _ - _ - . - . - _ . - . - .
| |
| I TABLE 173 i HOURLY WATER TE.'IPERATURE ( F) DATA, QUAD-CITIES STATION, 1 JULY 22, 1980 Cooling I
| |
| Canal Cold Downstream Sensors Time Upstream Intake End Discharge A B C D 0100 62.7 96.2 109.3 83.3 83.6 83.5 0200 82.6 95.8 109.1 83.3 83.8 83.4 0300 82.8 95.5 109.1 83.4 83.7 83.5 0400 82.8 95.4 108.9 83.5 83.5 83.3 0500 82.8 9t .9 108.5 83.3 83.3 83.0 0600 82.7 94.5 108.2 83.3 83.2 82.7 0700 82.5 94. 108.0 83.2 83.5 82.5 0800 82.5 93.6 107.7 83.1 83.7 82.1 0900 82.4 94.0 107.7 83.2 83.5 82.0 1000 82.3 94.2 107.7 83.2 83.5 81.9 1100 82.2 94.3 107.7 83.0 83.4 81.7 1200 82.0 94.4 107.8 83.0 83.6 81.8 1300 82.2 94.5 108.0 82.8 83.7 81.9 1400 82.3 94.9 108.4 83.0 84.0 82.2 1500 82.5 94.8 108.5 83.0 83.6 82.5 1600 82.6 94.9 108.7 83.2 83.8 83.0 1700 82.6 95.0 108.7 83.3 83.7 83.2 1800 82.7 94.9 108.8 83.4 83.4 83.3 1900 82.7 94.9 108.6 83.3 83.6 83.1 2000 82.5 94.5 108.5 83.1 83.1 83.0 2100 82.5 94.7 108.3 83.2 83.3 82.7 3 2200 82.4 94.8 108.3 83.0 83.5 82.4 3 2300 82.3 94.9 108.3 83.0 83.4 82.2 2400 82.3 95.2 108.5 83.1 83.5 82.1 I
| |
| , ll l
| |
| l t
| |
| | |
| l I :
| |
| TABLE 17.". ,
| |
| HOURLY WATER TEMPERATL E
| |
| * D D. . QUAD-CITIES STATION, Cooling Canal l Cold Downstream Sensors !
| |
| Time Upstream Intake End Discharge a B C D 0100 82.3 95.0 108.5 83.0 83.2 81.9 l 0200 82.0 95.0 108.3 83.0 83.0 81.6 0300 81.8 94.8 108.2 82.7 82.6 81.4 0400 81.6 94.8 107.8 82.8 82.7 31.3 0500 81.5 94.6 107.5 82.6 82.6 81.1 0600 81.4 94.1 107.3 82.5 82.4 80.9 llg l
| |
| 0700 81.2 83.7 107.0 82.3 81.8 80.8 ,
| |
| 0800 81.0 93.5 106.5 82.0 81.9 80.0
| |
| 'E 0900 80.8 93.6 106.5 82.0 81.9 80.0 ,
| |
| ooo 8o 9 93 7 67 82.1 82.0 79.9 E 1100 80.9 94.0 107.0 82.3 82.0 80.3 l
| |
| i 1200 81.2 94.4 107.5 82.6 82.2 80.7 l
| |
| 1300 81.3 94.7 107.9 82.7 82.4 80.9 1400 81.5 95.0 108.3 82.7 82.8 81.7 1500 81.7 95.0 108.6 82.9 82.9 81.9
| |
| , E 1600 82.0 95.5 108.7 83.0 83.0 82.2 lg 170" 1800 82.0 82.3 95.7 95.7 109.0 109.3 83.0 83.3 83.1 83.5 82.4 82.6 1900 82.4 96.3 09.6 83.5 83.8 83.0 2000 82.6 96.2 109.5 83.8 83.9 83.0
| |
| '1 2100 82.5 95.0 109.0 83.7 83.5 82.8 2200 82.5 95.8 107.0 83.8 83.6 82.6 l
| |
| 2300 82.4 95.7 107.5 83.5 83.3 83.5 2400 82.3 95.6 103.7 83.5 83.6 82.1
| |
| . l l
| |
| I
| |
| | |
| _ . . .- . . _ - - - - . _ . _ _ . - . _ . . - . . _ . - - _ _ . - ~ - . _ .
| |
| l l
| |
| i i
| |
| : TABLE 175 HOURL'I k'ATER TEMPERATURE ( F) DATA, QUAD-CIT .'s STATIO.' ,
| |
| JULY 24, 1980 Cooling Canal Cold Downstream Sensors l Time Upstream Intake End Discharge A B C D l 0100 82.3 95.5 103.5 83.4 82.6 81.7 0200 82.0 95.0 103.0 83.4 82.5 81.6 0300 81.9 93.9 :02.5 83.2 82.5 81.5 0400 81.5 92.5 101.5 82.9 82.4 81.1 0500 81.2 91.2 100.4 82.5 82.5 80.6 0600 81.0 91.0 100.2 82.3 82.4 80.6 0700 80.7 90.4 100.7 82.1 82.3 80.1 0800 80.9 90.0 101.1 82.0 82.4 80.0 0900 81.0 89.9 102.2 82.3 82.5 80.0 1000 80.7 81.0 89.7 90.2 102.9 104.0 82.2 82.5 80.1 g 1100 82.3 82.8 80.6 g 1200 81.3 91.0 104.7 82.3 83.0 81.0 1300 81.5 91.7 105.4 82.5 83.0 81.3 1400 81.9 93.0 106.4 92.7 82.7 82.1 1500 82.2 93.7 107.0 82.9 84.2 82.3 1600 82.7 94.2 107.5 83.0 84.8 82.3 1700 82.7 94.5 107.9 83.0 84.3 83.2 g 1800 82.7 94.7 108.0 83.1 84.4 83.5 g
| |
| - 1900 82.8 94.8 108.3 83.3 84.6 83.5
| |
| , 2000 82.6 94.9 108.4 83.3 84.6 83.5 .
| |
| l 2100 82.5 95.2 108.4 83.3 84.5 83.4 l 2200 82.4 95.0 108.4 83.0 84.5 83.3 2300 82.3 94.8 108.2 82.9 84.2 83.0 2400 82.0 94.8 108.1 82.7 83.6 82.7 1
| |
| ?
| |
| s l
| |
| I F
| |
| f 1
| |
| | |
| I i
| |
| ! TABLE 176 i
| |
| j rf0CRLY WATER TE'iPERATURE ( F) DATA, QUAD-CITIES STATION, JULY 25, 1980 ,
| |
| 1, i
| |
| l 4
| |
| i
| |
| ; Cooling '
| |
| i Canal Cold Downstrean ,S:nsors Time Upstream Intake End Discharge A B C D I 0100 81.8 94.5 107.9 82.3 83.5 82.2 0200 81.6 94.2 107.8 82.2 83.5 82.1 0300 81.6 94.0 107.7 82.1 82.2 81.9 0400 81.5 93.7 107.5 82.1 83.2 81.6 0500 81.5 93.5 107.4 82.1 83.0 81.5 81.4 I 0600 0700 0800 81.3 81.1 93.5 93.4 93.4 107.5 107.5 307.4 82.1 82.1 82.0 81.5 81.5 81.1 81.2 81.2 81.0 0900 81.0 82.0 EI 93.5 107.3 81.7 El 82.1 82.7 81.0 1000 81.2 82.2 93.8 107.8 82.0 82.5 81.5 81.0 1100 81.6 82.6 94.6 108.5 82.9 82.9 81.7 81.3 l 1200 81.7 82.8 95.0 109.0 82.7 82.7 81.3 81.2 1300 82.0 83.0 95.7 109.5 84.0 83.0 83.2 81.2 1400 82.0 83.2 95.7 109.5 84.4 83.2 83.1 81.5 1500 82.0 83.2 96.0 109.6 83.2 83.2 81.5 81.5 1600 81.9 83.3 96.6 109.8 83.0 83.0 82.9 81.5 I 1700 1600 1900 81.9 81.9 81.7 83.1 83.0 82.8 97.0 97.3 97.3 109.8 109.8 109.9 83.0 82.9 82.5 83.0 83.0 82.8 83.0 83.0 82.0 81.5 81.5 81.5 I 2000 2100 2200 81.5 81.5 81.2 82.5 82.2 82.5 97.0 96.9 96.7 109.5 109.4 109.3 82.5 82.0 81.9 82.7 82.7 82.5 83.0 81.9 82.5 81.4 81.3 81.2 2000 81.2 82.0 96.6 109.3 82.0 82.5 82.5 81.0 2400 81.1 82.0 96.5 109.0 82.0 82.6 82.7 81.0 E!Sensor turned on, calibrated and zerced to ground truth I
| |
| I I
| |
| e-.ee-.---m-.----_...,-ym._. ow__-. ._.,.,-m- .
| |
| ,-g -
| |
| 7 9 -- . - - -g--
| |
| | |
| l TABLE 177 l ff0CRLY WATER TEMPERATURE (*F) DATA, QU.2-CITIES STATION, JULY 26, 1980 L Cooling Canal '
| |
| Cold Downstream Sensors Time Upstream Intake End Discharge A B C D l' m
| |
| 0100 81.1 82.0 96.5 109.0 82.0 82.5 82.5 81.0 0200 81.1 82.0 96.4 109.0 82.1 82.5 82.5 80.9 0300 81.2 82.2 96.2 108.9 82.0 82.3 82.2 81.0 '
| |
| 0400 81.5 81.8 95.9 109.0 81.7 82.2 82.3 80.9 0500 81.4 81.6 95.5 108.7 81.2 82.0 81.1 80.0 ;
| |
| 0600 81.5 81.6 95.3 108.5 81.2 81.7 81.8 79.5 0700 82.0 81.5 95.0 108.5 81.3 81.5 81.7 78.5 I 0800 82.3 81.5 94.8 108.3 81.2 81.3 82.0 78.0 ,
| |
| l 0900 83.0 81.5 94.8 108.3 81.4 81.4 81.8 78.8 ,
| |
| 1000 83.3 81.5 94.7 108.5 81.5 81.5 80.5 78.4 1100 83.6 81.6 94.8 108.4 81.5 81.5 81.5 79.0 g 1200 81.7 81.4 95.5 108.4 82.0 82.0 81.9 81.0 g 1300 81.4 81.8 95.6 108.4 82.0 82.2 82.1 80.0 '
| |
| 1400 81.3 82.0 96.0 108.7 82.1 82.2 81.9 80.0 1500 81.2 82.1 96.0 108.8 82.1 82.1 81.9 80.0 1600 81.3 82.1 96.1 108.9 82.0 82.3 82.0 80.0 1700 81.3 82.2 95.3 109.0 82.2 82.2 82.0 80.1 1800 81.1 82.0 95.8 108.9 12.0 82.0 82.0 80.2 ,
| |
| 1900 80.7 81.6 95.1 108.1 81.5 81.7 81.8 80.0 2000 80.5 81.2 94.5 107.5 81.1 81.5 81.6 79.6 2100 80.3 80.7 94.0 107.3 81.0 81.5 81.6 79.7
| |
| ' 200 2 80.0 80.5 93-5 106.8 80.8 81.5 80.0 79.4 '
| |
| 2300 79.9 80.2 83.2 106.5 80.6 81.3 80.0 79.4 2400 79.8 80.0 92.7 106.2 80.5 81.5 81.7 79.3 l
| |
| ll '
| |
| ll .
| |
| l I
| |
| ll
| |
| | |
| l
| |
| : 1 i '
| |
| I TatiLE 178 L
| |
| l HOURLY WATER TEMPERATURE ( F) DATA, QUAD-CITIES STATION, ,
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| l JULY 27, 1980 l l
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| l Cooling Canal '
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| Cold Downstream Sensors l l
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| Time Upstteam Intake End Discharge 1 B C D I
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| i 0100 79.6 80.0 92.5 106.0 80.3 81.4 81.0 79.3 0200 79.6 79.7 92.4 106.0 80.3 81.2 80.7 79.2 I 0300 0400 0500 79.6 79.5 79.5 79.6 79.5 79.5 92.0 91.8 91.7 105.7 105.5 105.4 80.1 80.1 80.1 81.2 81.2 81.3 80.5 80.5 80.3 79.0 78.9 78.9 l
| |
| 0600 79.3 79.3 91.5 105.3 30.0 81.3 79.0 78.5 I 0700 0800 0900 79.2 79.2 79.5 79.2 79.1 79.3 91.6 91.5 91.7 105.2 105.0 105.3 80.0 80.0 80.2 81.2 81.4 81.6 80.5 79.5 80.0 78.5 75.5 78.7 I 1000 1100 1200 79.5 79.5 79.5 79.3 79.5 79.5 92.0 92.2 92.4 105.3 105.4 105.7 80.3 80.3 80.4 81.5 81.6 81.6 79.6 80.0 81.0 78.6 78.6 78.7 l
| |
| 1300 79.6 79.7 92.7 106.0 80.3 81.6 79.8 78.8 1400 79.9 80.0 93.0 106.2 80.5 81.7 81. 7 79.0 1500 80.0 80.3 93.5 106.5 80.9 81.7 81.6 79.2 1600 80.0 80.5 93.5 106.6 81.0 81 7 81.7 79.0 I 1700 1800 1900 80.0 79.9 79.9 80.3 80.4 80.4 93.5 93.5 93.6 106.6 106.6 106.8 80.6 80.5 80.5 81.7 81.5 81.5 81.5 81./
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| 81.5 79.0 79.0 78.9 2000 79.7 80.3 93.7 106.7 80.5 81.4 81.5 78.8 2100 79.5 80.0 93.7 106.5 80.2 81.3 81.2 78.5 2200 79.5 79.8 93.6 106.5 80.0 81.3 81.0 78.6 2300 79.3 79.4 93.5 106.3 80.0 81.1 80.9 78.4 2400 79.3 79.3 93.5 106.3 79.9 81.0 S0.7 78.2
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| TABLE 180 i i i j HOURLY WATER TE.'!PERATURE ( F) DATA, QUAD-CITIES STATION, i JULY 29, 1980 l
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| i Cooling Canal l Cold Downstream Sensors ,
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| Time Upstream Intake End Discharge A B C D !
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| 0100 79.3 78.9 94.2 106.3 79.9 81.3 81.6 78.2
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| { 0200 79.1 79.1 93.8 106.3 79.7 81.2 81.3 78.4 0300 79.4 79.1 93.8 106.2 80.0 81.2 81.5 78.3 0400 79.4 79.2 93.5 106.3 80.0 81.2 81.1 78.3 0500 79.5 79.3 93.6 106.7 80.0 81.4 81.0 78.4 I 0600 0700 0800 79.6 79.5 79.5 79.5 79.4 79.3 93.8 93.8 93.9 106.5 106.5 106.4 80.3 80.3 80.3 81.7 81.5 81.6 81.2 81.1 81.5 78.6 78.6 78.5 0900 79.5 79.4 94.0 106.5 80.1 81.5 81.4 78.3 I 1000 1100 79.5 79.7 79.8 79.5 79.7 80.0 94.4 94.9 95.1 106.7 107.0 107.5 80.3 80.4 80.6 81.5 81.5 81.7 81.3 81.4 81.8 78.3 78.3 78.5 1200,7 13002 79.3 78.8 95.2 107.7 79.5 79.8 79.9 78.4 1400 79.2 78.8 95.3 107.7 79.5 79.5 80.4 78.5 1500 79.3 79.0 95.3 107.7 79.5 79.5 80.0 78.8 1600 79.5 79.2 95.3 107.8 79.5 79.5 80.0 79.0 '
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| 1700 1800 1900 79.6 79.8 80.0 79.5 79.7 80.0 95.2 95.3 95.2 107.9 108.0 108.0 79.8 79.9 80.1 79.7 79.9 80.0 80.2 80.4 80.5 79.4 79.5 79.8
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| !E 2000 80.0 80.0 95.2 108.0 80.3 80.0 80.5 79.9
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| 'E 2100 80.2 80.1 80.0 c5.0 108.0 80.4 80.0 80.6 80.0 '
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| 2200 79.9 95.0 107.9 80.3 80.0 80.5 80.0 2300 80.0 79.8 95.0 107.8 08.4 80.0 80.4 80.0 2400 80.0 79.7 95.1 107.8 80.2 80.0 80.4 80.0 2'/ Instruments zeroed to ground truth data.
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| i j TABLE 181 HOURLY WATER TEMPERATURE ( F) DATA, QUAD-CITIES STATION, i
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| JULY 30, 1930 i
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| Cooling Canal
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| ; Cold Downstream Sensors Time "pstream Intake End Discharge A 8 C D 0100 80.1 79.5 95.0 107.8 80.4 30.0 80.3 79.9 0200 80.0 79.6 94.7 107.3 80.3 S0.0 80.4 80.0
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| ; 0300 80.3 79.7 94.5 107.6 80.5 80.1 80.5 80.0
| |
| ! 0400 80.3 79.7 94.6 107.6 80.5 80.2 80.3 80.2 g 0500 80.2 79.7 94.4 107.5 80.5 80.2 80.0 80.0 g 0600 80.0 79.5 93.9 107.4 80.2 80.1 79.7 79.3 i 0700 80.3 79.4 93.3 106.6 80.0 80.0 79.5 79.4 0800 80.0 79.1 93.1 106.6 80.0 80.0 79.5 79.4 i 0900 80.0 79.1 93.1 106.5 80.0 80.0 80.0 79.4 1000 80.0 79.1 93.4 106.7 90.0 80.0 79.5 79.5 1100 80.0 79.3 93.7 106.9 60.0 80.0 79.9 79.7 g l 1200 79.7 79.3 93.7 1^ 5.8 79.9 79.9 79.9 79.4 E
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| ; 1300 79.9 79.4 94.2 107.2 80.2 80.0 80.0 79.3 l 1400 80.0 79.5 94.1 107.2 80.1 80.0 80.1 79.7 1500 80.0 79.6 94.4 107.4 80.2 80.1 80.0 79.9 1600 80.1 79.9 94.9 107.5 80.3 80.2 80.1 80.0 1700 80.1 80.1 95.6 108.3 80.5 S0.2 80.3 80.4 l 1800 80.5 80.2 96.2 108.5 80.7 80.2 80.3 30.C 1900 80.5 80.3 96.8 109.0 80.7 80.3 80.6 81.0 l 2000 80.5 80.5 97.0 109.3 80.7 80.2 80.7 81.0 2100 80.5 80.4 97.7 109.3 80.5 80.5 80.6 81.0 2200 80.5 S0.3 97.6 109.4 80.7 80.4 80.5 81.1 2300 80.3 81.0 97.5 109.3 80.5 80.5 30.5 S0.5 2400 80.4 80.2 97.4 109.3 80.5 80.4 80.3 80.3 I 1 I ,
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| l TABLE 182 HOURLY WATER TE.'!PERATURE ( F) DATA, QUAD-CITIES STATION, JULY 31, 1930 l
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| Cooling Canal Cold Downstc-am Sensors Time Upstream Intake End Discharge A B : D l 11 0100 80.4 80.2 97.5 109.5 80.6 80.4 80.2 81.0 I 0200 80.5 80.2 97.5 109.5 80.6 80.5 80.2 81.1 0300 80.6 80.3 97.4 109.5 80.7 80.5 80.4 81.3 0400 80.7 80.5 97.3 109.5 81.0 80.6 80.6 81.1 l 0500 80.5 80.4 97.0 109.4 81.0 80.6 80.8 31.0 i3 0600 80.5 80.3 96.7 109.2 80.7 80.5 80.1 80.5
| |
| ! g 0700 80.5 80.1 96.4 108.1 80.7 80.5 80.1 80.5 l 0800 80.4 80.1 96.5 109.0 80.6 80.4 80.1 80.2 0900 80.0 79.7 96.2 108.5 80.3 80.0 80.0 80.0
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| ,I 1000 80.1 79.8 96.5 108.8 80.5 80.0 80.0 80.0 1100 80.4 80.0 96.8 109.1 80.6 80.4 80.0 80.0 i
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| 1200 80.5 80.4 97.3 109.5 80.7 80.6 80.2 80.0 l3 1300 80.6 80.5 97.7 109.7 80.8 80.8 80.'+ 80.0 l g 1400 80.9 80.9 97.8 110.0 81.1 81.0 80.5 80.2 1500 81.0 81.3 97.8 110.1 81.4 81.1 80.6 80.4 1600 81.2 81.2 98.0 110.4 81.4 81.0 79.6 80.5 1700 81.4 81.1 98.0 110.5 81.5 81.3 80.5 80.5 1800 81.5 81.3 98.0 110.5 81.5 81.0 80.6 60.7 1900 81.5 81.3 97.8 110.4 81.4 81.1 80.6 81.0 I 2000 2100 2200 81.3 81.1 81.1 81.5 81.3 81.3 97.7 97.6 97.5 110.1 110.1 109.9 81.4 81.3 81.1 A1.1 81.1 81.0 80.7 80.7 80.6 81.0 81.0 81.0 2300 81.1 81.1 97.4 109.8 81.2 81.2 80.2 81.0 2400 81.0 81.0 97.2 109.7 81.2 81.2 79.5 81.2 l
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| TABLE 183 I HOURLY WATER TE11PERATURE (*F) DATA, QUAD-CITIES STATICN, AUGUST 1, 1980 I
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| Cooling Canal Cold Downstream Sensors Time Upstream Intake End Discharge A B C D l i 0100 81.1 80.1 96.7 109.4 81.1 81.1 80.5 81.1 l l 0200 81.0 80.7 96.5 109.3 81.1 80.9 80.4 30.9 0300 80.8 80.7 96.2 109.0 81.0 80.9 80.4 30.9 E-0400 80.7 80.5 96.0 108.8 80.8 30.7 81.1 80.6 g 0500 80.5 30.3 95.6 108.5 80.7 80.7 79.9 80.6 0600 80.4 80 1 95.4 108.5 80.6 30.6 79.6 30.4 0700 80.1 79.8 95.2 108.1 80.5 S0.5 79.4 80.3 0800 80.1 79.8 94.8 107.9 80.4 80.3 79.4 80.1 0900 80.0 79.7 95.0 107.7 80.2 80.2 79.4 80.1 1000 80.0 79.6 94.7 107.7 80.1 80.1 79.1 80.1 E i
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| 1100 80.0 79.5 95.2 107.9 80.2 80.2 79.4 S0.0 E 1200 80.2 79.8 95.7 108.5 80.2 80.3 79.5 80.0 1300 80.2 80.0 96.3 108.8 30.3 80.3 79.7 80.1 1400 80.2 80.2 96.7 109.3 80.3 80.3 79.5 80.0
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| ; 1500 80.3 80.3 97.5 109.7 80.5 80.4 78.7 80.3 ,
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| 1600 80.5 80.5 97.8 109.9 80.7 80.4 80.1 80.5 i 1700 80.8 80.8 98.3 110.2 80.9 80.7 80.5 81.0 1800 81.0 81.0 98.5 110.5 31.0 80.7 79.5 81.0 1900 81.0 81.0 98.6 110.5 81.0 80.7 79.9 81.3 l 2000 81.1 81.2 98.7 110.5 81.2 31.0 80.6 32.0 ;
| |
| 2100 81.2 81.5 98.9 110.6 81.3 81.0 79.3 81.8 l 2200 81.2 81.4 98 7 110.5 31.2 80.9 79.3 81.6 2300 81.1 81.3 98.5 110.4 81.3 80.7 79.1 81.7 2400 81.0 81.1 98.0 110.1 81.1 80.9 79.3 S1.8 i
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| . - .._,,.. .,.. _ .-- - -- -..~-_. _._.- . .~... -.-._-.-.. .- -.. - _____ -
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| l l
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| ! TABLE 134
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| !!OURLY WATER TE:!PERATURE ( F) DATA, QUAD-CITIES STATICN, AUGUST 2, 1930 j Cooling l Canal l Cold Downstream Sensors l Time Upstream Intake End Discharge A B C D' '
| |
| 0100 81.1 81.0 97.7 110.0 81.2 30.7 79.8 82.0 ,
| |
| , 0200 81.1 81.1 97.4 109.7 81.1 30.7 79.2 82.1 i g 0300 81.1 81.1 97.4 109.6 81.1 80.7 79.2 82.1 lE o'oo 8o St t 97.2 109.6 Si.i 80.7 79.2 82.0 :
| |
| 9500 81.0 81.0 97.0 109.5 81.0 80.6 79.1 82.0 0600 81.0 81.1 96.7 109.5 81.5 80.6 79.1 81.8
| |
| ,l 0700 81.0 81.0 96.7 109.4 81.3 80.7 79.2 81.9 15 0800 81.0 81.0 96.7 109.4 81.4 80.6 79.7 81.7 0900 80.9 81.0 96.5 109.1 81.4 80.6 78.9 81.2 ;
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| 1000 80.5 80.7 96.0 108.9 80.8 80.8 79.0 81.2 l
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| 1100 80.8 80.7 95.6 108.6 81.0 80.8 79.6 81.0 l 1200 80.6 80.7 95.4 108.5 81.0 80.7 78.6 80.8 i
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| 1300 80.5 80.5 95.1 108.3 80.9 80.6 79.4 80.8 1400 80.5 80.5 95.4 108.5 81.0 80.4 78.6 80.5 ;
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| i 1500 80.5 80.5 95.7 108.5 81.0 80.5 80.6 80.7 1600 80.5 80.5 96.0 108.7 81.0 80.5 80.2 80.5 I 1700 1800 1900 80.5 79.9 80.4 80.2 80.3 30.3 95.6 95.5 95.5 108.4 108.5 108.3 80.5 80.1 80.4 80.5 80.2 30.4 78.9 78.4 73.4 80.4 80.8 80.6 2000 80.0 80.0 95.2 108.2 80.5 80.5 78.5 80.5 !
| |
| 2100 80.1 79.7 95.1 107.8 80.2 80.3 78.5 80.5 2200 80.0 79.7 95.1 107.8 S0.3 88.4 78.6 80.6 2300 80.0 79.3 94.7 107.6 80.0 80.5 78.5 80.5 2400 80.0 79.4 94.6 107.4 80.1 30.5 78.5 80.5 i I
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| I
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| 'll l
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| lll
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| TABLE 135 {
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| POUR L't' WATER TE.'!PERATURE ( F') DATA, QUAD-CITIES STATIO.N, !
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| AUGUST 3, 1380 l Cooling l Canal I Cold Downstream Sensors Time Upstream Intake End Discharge A B C D 0100 80.0 79.3 94.3 106.0 80.0 80.5 79.4 80.3 l 0200 79.9 79.3 94.0 104.8 80.0 30.6 78.5 80.5 0300 80.0 79.3 94.0 103.4 80.0 80.6 78.3 80.3 ,
| |
| 0400 80.0 79.5 93.7 102.0 80.0 80.6 78.5 80.7 ;
| |
| 0500 80.0 79.5 93.6 102.2 79.9 80.5 79.5 81.0 i 0600 80.0 79.4 92.8 101.6 80.0 80.5 79.2 80.8 0700 79.9 79.6 92.0 101.4 79.9 80.5 79.4 81.1 i 0800 79.7 79.5 91.2 101.1 79.8 80.3 79.5 81.0 '
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| l 0900 80.5 79.4 90.5 101.0 79.9 80.5 79.7 80.7 '
| |
| 1000 80.1 79.5 91.5 102.4 80.1 80.4 79.5 80.4 i I 1100 80.3 79.9 92.0 80.6 103.8 80.5 79.2 80.5 1200 80.3 80.2 92.3 104.9 80.5 80.6 79.4 80.5 ,
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| 1300 80.3 80.2 92.7 105.4 80.7 80.7 80.0 80.5 1400 80.5 80.4 93.3 106.0 80.8 80.8 79.1 80.8
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| ! 1500 80.8 80.7 94.0 106.5 80.9 80.9 80.2 80.8 "
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| , 1600 81.0 30.9 94.7 107.0 81.1 81.0 80.5 81.0 1700 81.0 81.0 95.0 107.5 81.1 81.2 80.9 1.3 I
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| 1800 81.1 81.2 95.1 107.2 81.2 81.2 80.7 81.2
| |
| ! 1900 81.0 81.2 95.1 107.0 81.3 81.3 80.5 81.0 i 2000 81.0 79.9 95.2 106.7 81.3 81.2 80.6 31.2 2100 80.6 80.7 95.4 106.7 81.0 81.0 80.5 80.9 i 2200 80.6 80.4 95.4 106.8 80.7 81.0 80.1 81.2 2300 80.6 80.4 95.3 106.6 80.7 81.0 80.1 31.2 2400 82.7 80.2 94.8 106.4 80.5 80.9 80.0 81.0 I
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| l I.
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| ,,r ,,,.. ~ ,v ,, _ . - - - , ~ . . - - . - , ._,-._--.~,-,.,--_---,.------....n---,-----. . - -- - - -
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| : {
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| l TABLE 156 .
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| : HOURL'i '4ATER TEMPERATURE ('F) DATA, QUAD-CITIES STATIC.N, !
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| AUGUST 4, 1980 l Cooling I
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| i Canal l Cold Downstream Sensors ;
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| Time Upstream Intake End Discharge A B C D j 0100 30.5 80.2 94.4 106.0 80.5 81.0 80.1 80.6 i 0200 80.5 80.0 93.7 105.7 80.5 80.9 79.5 80.8 !
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| t 3 0300 80.6 79.9 93.5 105.7 80.5 80.8 79.9 30.8
| |
| !E 0400 80.4 79.7 93.2 105.5 80.5 80.8 79.7 80 7 0500 80.4 79.7 92.7 105.3 80.5 80.7 79.7 80.5 i 0600 80.3 79.7 92.3 105.0 80.5 80.7 79.5 80.4 0700 80.2 79.5 92.1 105.0 80.5 80.5 79.4 80.1 0800 80.1 79.5 92.3 105.0 80.4 80.6 78.9 79.9 0900 80.0 79.4 92.4 105.3 80.4 80.5 78.2 79.8 1000 80.0 79.5 92.5 105.3 80.5 80.6 78.7 79.8 1100 80.0 79.4 93.0 105.5 80.4 30.4 78.8 79.3 1200 80.0 79.3 93.4 106.0 80.6 80.5 78.8 79.3 i 1300 80.0 79.3 94.0 106.2 80.5 80.4 I 1400 1500 79.9 80.0 79.3 79.3 94.5 95.0 106.7 107.0 80.4 80.3 80.3 80.2 78.8 79.0 79.0 79.3 70.4 79.5 1600 80.0 79.4 95.6 107.3 80.1 80.1 79.1 79.5 I 1700 1800 1900 80.0
| |
| -jp.0 79.3 79.3 78.8 96.0 96.5 95.5 107.6 107.6 107.2 80.1 80.1 76.8*
| |
| 80.2 gg.1 79.0 79.0 78.6 79.5 80.0 77.5*
| |
| 2000 78.5 93.4 106.4 77.0 78.3 77.1 2100 78.3 93.3 106.2 76.7 79.5 76.4 2200 78.2 92.7 105.< e6.8 79.4 76.3 i l 2300 78.0 92.3 105.5 76.8 79.5 76.3 l 2400 78.3 92.5 105.3 77.0 79.3 77.1 i 3/
| |
| - Probable sensor malfunction
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| * Unknot.n cuase for decrease i I
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| I l
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| i
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| l i II; I i 11 t TABLE IS7 l HOURLY '~ATER TEMPERATURE ( F) DATA, QUAD-CITIES STATION.
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| AUGUST 5, 1980 '
| |
| Cooling 11 Canal 3 Cold Downstream Sensors Time Upstream Intike End Discharge A B C D E !
| |
| 0100 -3/ 78.6 92.7 105.8 77.2 -3/ 79.9 77.7 g 0200 78.7 92.7 105.8 77.5 80.0 78.2 0300 78.9 92.7 105.7 77.7 80.0 78.3 g',
| |
| l 0400 79.1 92.7 106.0 78.0 80.0 78.5 0500 79.1 92.7 106.2 77.7 80.0 78.4 0600 79.0 93.0 106.2 78.0 79.9 78.4 0700 78.8 93.0 106.4 77.5 80.0 78.4 0800 78.7 93.1 106.6 77.8 79.9 78.0 g; 0900 78.6 93.8 106.5 78.0 79.4 77.5 g 1000 78.6 94.0 106.6 78.0 80.1 77.3 '
| |
| 1100 78.8 94.3 106.7 77.8 79.7 77.3 i 1200 79.1 94.9 107.2 78.0 79.5 77.3 1300 79.5 95.3 107.5 78.0 79.9 77.3 1400 79.2 79.8 95.4 107.5 78.5 79.2 81.2 78.9 1500 79.4 80.0 95.9 107.9 78.9 79.2 81.3 79.4 3 1600 79.5 80.0 96.2 108.0 78.7 79.3 80.4 79.6 E 1700 79.6 80.1 96.3 108.0 79.0 79.5 81.4 79.(
| |
| 1800 79.6 80.2 96.5 107.8 79.2 79.5- 81.6 79.7 1900 79.6 80.2 96.5 107.8 79.1 79.5 81.5 79.9 2000 79.7 80.3 96.7 108.0 79.1 80.5 81.7 80.1 2100 79.7 80.0 96.5 107.9 79.0 79.5 82.0 80.2 2200 79.6 S0.0 96.4 107.7 79.0 79.5 82.0 80.2 i 2300 79.5 79.7 96.2 107.5 79.0 79.7 81.9 80.2 2400 79.5 79.7 96.1 107.4 79.0 79.6 81.5 80.2 3/
| |
| - Probably Sensor Malfunction i
| |
| I l
| |
| I
| |
| ! ll
| |
| | |
| l l' [
| |
| a 1
| |
| I I
| |
| l :
| |
| i !
| |
| TABLE 183 i HOURLY WATER TE.'1PEPATURE (*F) DATA, QUAD-CITIES STATION, AUGUST 6, 1980 i
| |
| Cooling ;
| |
| Canal Cold Downstream Sensors Time Upstream Intake End Discharge A B C D <
| |
| 0100 79.5 79.6 96.0 107.5 79.0 79.6 81.5 80.0 0200 79.5 79.5 95.6 107.3 78.8 79.6 81.3 79.9 I 0300 0400 0500 79.5 79.3 79.8 79.5 79.6 79.3 95.6 95.2 94.7 107.2 107.0 106.8 78.9 78.9 78.8 79.5 79.5 19.3 81.4 81.2 81.3 78.8 78.7 79.4 0600 79.5 79.0 94.5 106.5 78.6 'o.3 81.0 79.0 0700 79.2 79.2 95.7 106.5 78.5 79.3 81.2 79.5 0800 79.0 79.0 94.4 106.3 78.5 79.3 81.0 79.0 0900 78.5 78.3 94.0 105.7 78.0 78.9 80.7 78.4 1000 78.4 78.3 94.2 105.9 77.7 79.0 80.5 78.3 1100 78.5 78.4 94.7 106.2 7'.9 79.0 80.3 78.1 1200 78.5 78.5 95.0 106.6 77.9 78.8 79.6 78.3 1300 78.7 78.7 95.7 107.0 78.0 79.0 80.7 78.4 1400 78.8 79.0 96.2 107.4 78.1 79.0 80.7 78.5 1500 78.9 79.0 96.4 107.6 78.3 79.4 81.1 78.9 1600 79.2 79.3 96.7 107.8 78.5 79.5 81.2 79.4 1700 79.3 79.5 96.8 107.9 78.6 79.5 81.4 79.5 1800 79.4 79.7 96.8 108.0 78.7 79.5 81.6 80.0 1900 79.5 79.8 96.9 108.0 78.9 79.5 81.6 80.1 I
| |
| 2000 79.5 79.9 97.0 108.0 78.9 79.8 81.7 80.5 2100 79.5 79.9 96.9 108.0 78.8 79.7 82.4 80.7 i 2200 79.6 79.9 96.7 108.0 78.8 79.8 82.4 80.7 2300 79.6 79.9 96.7 108.0 78.8 79.8 82.7 80.5 2400 79.6 79.9 96.6 107.9 79.0 79.7 82.0 80.7 l l l
| |
| l l
| |
| | |
| TABLE 189 HOURLY WATER TEMPERATLRE ( F) DATA. QUAD-CITIES STATION, AUGUST 7, 1980 Cooling Canal Cold Downstream Sensors Time Upstream Intake End Discharge A B C D 0100 79.6 80.0 96.5 107.8 78.8 79.7 81.7 80.9 0200 79.6 80.0 96.4 107.8 79.0 79.8 81.7 80.8 0300 79.7 80.0 96.3 107.8 79.3 80.0 81.5 80.5 0400 79.7 80.0 96.2 107.7 79.2 80.0 81.2 30.5 0500 79.6 80.0 96.0 10i., i9.1 79.9 81.2 80.4 0600 79.5 79.9 96.0 107.7 79.1 79.8 81.3 80.3 0700 79.5 79.9 96.2 107.7 79.1 79.5 81.0 80.3 0800 79.5 80.0 96.2 107.6 79.1 79.3 80.7 80.1 3 0900 79.5 80.0 96.5 107.7 79.1 79.3 80.7 80.0 g 1000 79.5 79.9 96.8 108.0 79.2 79.3 81.4 79.7 1100 79.5 80.1 96.7 108.1 79.2 79.2 80.9 79.8 1200 79.5 80.0 96.3 108.0 79.4 79.3 81.7 79.9 1300 79.6 80.1 96.3 107.8 79.5 79.3 81.3 30.0 1400 79.7 80.3 96.7 107.9 79.8 79.3 81.3 80.4 1500 79.7 80.3 96.8 108.0 79.5 79.4 81.5 S0.9 79.8 3
| |
| 1600 80.0 S0.7 97.4 108.4 79.5 'i9.6 82.5 80.5 g
| |
| ; 1700 80.5 97.4 108.7 79.6 79.6 82.4 80.7 1800 S0.0 80.8 97.7 139.0 79.8 79.8 82.3 80.9 1900 80.1 80.8 97.8 109.0 79.9 79.8 82.0 81.1 2000 30.1 80.8 98.1 109.0 79.7 79.7 82.0 81.4 2100 80.1 80.9 98.3 109.2 79.7 79.7 82.0 81.5 2200 80.1 80.7 98.4 109.2 79.7 79.7 32.0 81.3 3 2300 80.2 80.7 98.3 109.2 79.8 79.9 81.3 81.4 2400 80.1 80.7 98.0 109.0 E
| |
| l 79., i9.8 82.0 81.4 l
| |
| ll l
| |
| l l ll I
| |
| | |
| TABLE 190 I
| |
| HOURLY '4ATER TEMPERATURE ( F) DATA, QUAD-CITIES STATION, AUGUST 8, 1980 Cooling r
| |
| I Canal Cold Downstream Sensors Time Upstream Intake End Discharge A B C D l
| |
| 0100 30.1 80.7 97.6 108.8 79.9 79.8 82.0 81.5 0200 80.1 80.5 97.3 108.7 79.7 79.7 82.0 81.5 0300 80.2 80.7 97.2 108.5 79.8 79.8 82.0 81.5 i 0400 80.3 80.8 97.0 108.5 79.8 79.8 81.9 81.4 0500 80.3 80.8 96.9 108.5 80.3 80.0 82.0 81.2 0600 80.1 80.7
| |
| 'I 0700 0800 80.0 80.1 80.6 80.5 96.7 96.5 96.4 108.3 108.0 108.0 79.9 79.7 79.8 79.9 79.8 79.7 81.8 81.5 81.5 81.4 81.2 81.2 0900 80.0 80.5 95.5 107.6 79.9 79.9 81.4 80.9 l 1000 80.0 80.6 95.0 107.3 79.7 79.7 80.5 80.6
| |
| ! 1100 80.0 80.5 95.0 107.3 80.3 79.8 80.3 80.6 1200 80.1 80.7 95.4 107.5 80.0 79.8 81.4 80.7 1300 80.2 81.0 95.7 107.8 80.0 79.8 81.3 81.0 l 1400 80.3 81.2 96.5 108.5 81.0 79.8 80.4 81.0 1500 80.3 81.2 97.0 108.7 80.4 80.0 82.0 81.0 1600 80.6 81.5 97.7 109.2 80.5 80.1 82.0 81.0 1700 80.8 C1.8 97.8 109.6 80.6 80.5 82.0 81.0 1800 80.8 81.8 98.3 109.8 80.8 80.4 81.5 81.1 1900 80.5 81.6 98.5 109.8 80.7 80.3 81.3 81.2 2000 80.5 81.7 98.9 109.9 80.5 80.2 80.8 81.2 2100 80.6 81.6 99.0 109.9 80.5 80.0 82.4 81.5
| |
| . 00 80.7 81.7 99.2 110.0 30.5 80.0 82.2 81.5 2300 80.5 81.5 99.1 109.9 80.3 80.0 82.5 81.7 2400 80.5 81.5 98.8 109.7 80.2 79.9 81.0 81.6 I
| |
| ll l
| |
| l l
| |
| l
| |
| | |
| I l
| |
| .+. ,- .
| |
| 11 3
| |
| sa:LL .a y:]{D
| |
| . * .rrL s %'AT. O..R . *L ;..u.p;
| |
| . n s -r ;; yor)r> p;6
| |
| ..sas.- . 7. .n, . ,-*....,-..s.r.q t
| |
| ; + - ,-.n..t-.s ,
| |
| AUGUST 3, 1930 1
| |
| 11 Cooling Canal Cold 2c.ns:reat Sensors Time Upstream Intake End Discharge A B C D 0100 80.5 31.2 93.3 109.5 30.2 79.9 52.5 31.5 0200 S0.5 81.4 9S.0 109.0 30.2 80.0 82.7 S1.9 0300 80.5 31.2 97.7 109.0 30.2 30.1 32.' 31.9 0400 30.6 31.5 97.7 109.0 50.3 50.1 52.7 31.9 0500 30.7 81.5 97.2 10S.9 S0.6 50.3 32.5 81.7 0600 30.7 31.4 96.7 103.3 30.i 30.0 82.7 S1.5 0700 31.0 81.2 96.4 103.5 30.0 79.5 S2.2 S1.0 0800 31.1 S1.2 96.0 108.5 S0.0 79.4 S2.0 30.4 0900 82.5 31.0 96.3 103.3 30.1 79.7 S2.0 50.3 1000 $0.5 81.2 96.7 10S.5 80.3 S0.0 S2.3 31.5 1100 50.5 81.2 97.0 105.5 30.4 30.0 32.2 S1.5 1200 80.5 31.7 97.; 108.7 S0.5 79.9 S2.0 S1.3 1300 50.7 31.9 97.7 109.1 80.5 79.9 S2.1 81.4 1400 30.7 82.2 93.0 109.5 79.8 S2.4 1500 $1.0 32.3 93.6 109.9 S0.5 S0.7 S0.0 32.3 S1.5 31.7 3
| |
| E 1600 S1.0 S2.4 98.9 110.1 S1.0 30.0 S2.5 32.0 1700 31.1 32.6 99.0 110.1 81.0 30.3 82.6 32.4 1800 St.2 82.5 99.2 110.2 31.1 30.0 82.3 32.5 1900 $1.2 S2.4 98.9 110.0 S1.2 30.2 53.0 32.S 2000 S1.3 32.4 98.8 110.1 31.2 30.3 $3.0 32.9 2100 81.3 S2.4 93.6 109.9 31.2 S0.5 S2.9 S2.9 2200 31.3 S2.4 93.3 109.5 SI.4 S0.6 S2.6 S2.9 2300 31.3 32.3 93.0 109.5 31.3 S0.5 82.5 82.9 2400 51.3 31.3 96.9 108.5 30.5 2' 32.5 32.6
| |
| */
| |
| - Sensor aalfunction - no data j ll '
| |
| l ll l lli IIl .
| |
| I j i
| |
| ~ - __ ~ __ _ _ _ _ _ - _ _ _ . _ - . _ _ _ - _ _ . _ . . , _ _ , , _ _ , _ . . _ _ _ , . .
| |
| | |
| 1 TABLE 192 HOCRLY WATER TE.'!PERATURE ( F) DATA, QUAD-CITIES STATION, AUGUST 10, 1930 Cooling Canal Cold Downstream Sensors Time Upstream Intake End Discharge A B C D 0100 88.7 81.8 95.4 108.5 b/ bI b 87.7 0200 88.8 81.6 95.0 107.7 86.5 I 0300 0400 0500 88.8 88.6 88.7 R1 6 81.3 81.3 93.8 93.6
| |
| : 4. 4 107.2 107.0 106.9 86.3 85.5 85.2 I 0600 0700 0800 89.0 89.0 86.7 81.0 81.0 80.7 93.9 93.5 93.5 106.0 105.7 106.0 85.5 85.9 86.1 0900 87.4 80.4 93.4 106.2 85.9 I 1000 1100 1200 88.4 86.9 86.8 80.5 80.8 80.8 94.0 94.0 94.0 106.3 106.4 106.3 85.7 85.4 85.1 1300 87.0 81.0 94.6 106.8 85.2 1400 87.0 81.2 95.0 107.2 85.4 1500 87.1 81.3 95.3 107.5 85.5 1600 87.3 81.4 95.6 107.7 85.5 1700 87.4 81.6 95.8 107.9 85.5 1800 87.5 81.7 95.9 108.0 85.4 1900 87.3 81.6 96.0 108.0 85.3 2000 87.0 81.5 96.0 108.0 85.3 -
| |
| l 2100 87.0 81.4 95.8 107.8 84.8 l 2200 87.0 81.1 95.8 107.7 84.3 2300 86.8 82.0 95.5 107.5 84.3 l
| |
| 2400 86.8 80.7 95.3 107.2 84.0 b Sensor malfunction - na data I .
| |
| | |
| l l l l
| |
| l TABLE 193 ;
| |
| HOURLY WATER TEMPERATl'RE (oF) DATA, QUAD-C:T:ES STATION, AUCUST 11, 1980 Cooling Canal !
| |
| Cold Downstream Sensors 1 Time Upstream Intake End Discharge A B C D 0100 86.6 30.4 95.0 107.0 bl $/ SI 33.3 0200 86.4 80.2 94.7 106.7 83.8 i 0300 86.3 80.0 94.7 106.6 33.7 [
| |
| 0400 86.3 79.8 94.4 106.4 83.7
| |
| * 0500 85.9 79.7 93.3 106.2 84.4 !
| |
| 0600 87.2 79.3 93.7 106.0 83.8 0700 88.2 79.0 93.7 105.9 83.0 l 88.2 0800 0900 87.2 78.8 79.0 93.7 93.6 105.7 105.7 82.5 83.7 El g'
| |
| 1000 88.0 79.0 93.6 105.7 84.0 1100 79.5 79.2 93.7 105.5 79.9 80.5 80.0 i 1200 80.2 79.2 93.7 105.6 79.7 80.8 79.6 ,
| |
| 1300 78.9 79.4 93.1 105.4 79.9 81.- 79.2 1400 78.7 79.7 94.0 105.7 80.2 81.3 78.7 1500 78,7 80.0 94.2 105.7 80.3 81.5 79.3 1600 78.8 80.2 94.5 106.0 80.3 81.4 79.5 1700 78.9 80.5 95.0 106.5 80.5 81.4 79.3 1800 7S.9 S0.7 95.1 106.8 80.5 81.4 79.3 1900 79.0 80.5 95.4 107.0 80.5 81.4 79.0 2000 78.7 80.1 94.9 106.7 80.2 81.4 78.8 2100 78.5 80.0 94.6 106.4 80.0 81.2 78.5 2200 78.4 79.5 94.5 106.2 79.8 81.2 79.0 2300 78.2 79.3 94.0 105.9 79.6 81.0 78.5 2400 77.9 79.0 93.7 105.5 79.6 80.9 78.0
| |
| (
| |
| 2./ Sensor malfunction - no data l l
| |
| r
| |
| | |
| I l
| |
| TABLE 194 l l
| |
| HOURLY WATER TE.'IPERATURE (*F.' DATA, QUAD-CITIES STATION, AUGUST '' 1980 i
| |
| Cooling Canal Cold Downstream Sensors Time Upstream Intake End Discharge 'A B C D 0100 77.6 78.6 93.3 205.3 79.1 30.5 bl 77.5 I 0200 0300 0400 77.3 77.3 77.0 78.3 78.0 77.7 93.0 92.7 92.4 105.0 104.8 104.4 78.8 78.8 78.5 80.4 80.4 80.2 77.5 77.5 77.4 I 0500 0600 0700 77.0 76.8 76.7 77.7 77.3 77.2 92.4 91.7 91.5 104.4 104.0 103.8 78.5 78.5 78.4 80.2 80.2 80.1 77.4 77.5 77.5 0800 76.7 77.0 91.3 103.7 78.4 80.1 77.5 I 0900 1000 1100 77.2 77.2 77.5 77.2 77.5 77.8 91.5 91.8 92.4 103.8 104.0 104.4 78.5 78.7 78.9 79.5 79.5 79.7 77.3 77.3 77.5 I 1200 1300 1400 77.5 77.7 77.7 78.5 78.8 78.8 92.8 93.5 93.5 104.7 105.5 105.5 79.0 77.5 77.5 79.8 77.1 77.1 77.3 77.3 77.3 1500 77.8 79.1 93.8 105.5 77.6 77.2 77.7 1600 77.8 79.3 94.0 105.8 77.8 77.3 77.7 1700 77.7 79.3 94.3 105.8 77.7 77.2 77.5 l
| |
| 1800 77.7 79.2 94.3 105.7 77.7 77.2 77.3 1900 77.6 78.7 94.2 105.7 77.5 77.0 77.2 2000 77.5 73.5 94.0 105.2 77.2 77.0 77.0 2100 77.2 78.2 94.0 105.2 77.0 77.0 77.0 1200 77.2 77.3 93.8 105.0 77.0 77.0 77.0 2300 77.0 77.5 93.6 104.8 76.9 77.0 77.0 2400 76.9 77.3 93.4 104.8 76.9 76.9 76.9 lI l
| |
| 4/
| |
| - Sensor malfunction - no data
| |
| . II ll g
| |
| Lll
| |
| | |
| IABLE 193 I
| |
| HOURLY WATER TE3!PERATURE (*F) DATA, QUAD-CITIES STATION.
| |
| AUGUST 13, 1980 Cooling Canal '
| |
| Cold Downstream Sensors Time Upstream Intake End Discharge A B C D 0100 77.0 77.2 93.2 104.5 76.5 76.7 N 77.0 l
| |
| 0200 77.0 77.0 92.5 104.0 76.5 76.3 77.2 0300 76.8 77.0 92.0 103.7 76.5 76.8 77.3 0400 76.8 76.8 91.7 102.6 76.5 76.8 77.4 0500 77.0 77.0 91.5 101.8 76.6 76.8 77.7 ll m
| |
| 0600 77.0 76.8 91.2 102.3 77.0 77.0 77.7 0700 77.0 76.8 91.0 102.9 77.0 77.0 77.7 i l 0800 77.2 76.8 91.0 102.9 76.8 76.8 77 7 l 0900 77.5 77.0 90.0 102.6 76.8 76.7 77.6 l 1000 77.3 77.3 89.8 102.3 77.1 76.9 77.5 l 1100 77.5 77.5 90.3 102.8 77.3 76.9 77.2 l 1200 77.5 78.0 91.2 103.5 77.4 76.9 77.2 1300 77.5 73.2 91.7 103.9 77.4 77.0 77.8 1400 77.5 78.4 92.3 104.4 77.4 77.0 77.7 g 1500 1600 77.6 77.6 78.5 92.9 104.9 77.4 77.0 77.5 g 78.7 93.5 105.0 77.5 77.1 77.3 1700 77.6 73.6 94.0 105.3 77.5 77.2 77.0 I 1800 77.5 78.6 94.7 105.8 77.4 77.2 77.0 i 1900 77.3 78.3 94.7 104.8 77.2 77.0 76.7 1 2000 77.2 78.0 94.7 105.7 77.0 76.9 76.2 l 2100 77.2 77.7 95.0 105.8 76.9 76.7 76.2 2200 77.2 77.2 94.8 105.5 76.6 76.7 76.2 2300 76.5 76.9 94.7 105.5 76.5 76.5 76.2 2400 76.2 76.6 94.6 105.2 76.4 76.4 76.2 4/ '
| |
| - Sensor malfunction - no data I
| |
| I.
| |
| l I
| |
| l
| |
| | |
| 1 I
| |
| TABLE l';6 i i HOURLY WATER TEMPERATURE ('P DATA. QUAD-CITIES STATION.
| |
| AUGUST 14, 1980 I Cooling Canal i
| |
| Cold Downstream Sensors l Time Upstream Intake End dischar:;e A B C D N
| |
| I 0100 0200 0300 75.8 75.9
| |
| '~.9 76.2 76.0 76.0 94.4 94.3 94.2 105.0 104.9 104.9 76.2 76.2 76.0 76.3 76.3 76.3 76.5 76.6 76.6 0400 76.2 76.0 93.8 104.0 76.0 76.3 76.6 0500 76.1 76.0 93.5 102.6 76.3 76.5 76.8 0600 76.3 76.0 93.2 103.2 76.4 76.6 77.0 0700 76.3 76.2 93.0 103.5 76.5 76.6 77.2 I 0800 0900 1000 76.5 76.5 76.8 76.2 76.5 76.6 92.9 92.5 92.0 103.6 103.7 103./
| |
| 76.5 76.6 e6.8 76.5 76.5 76.7 77.3 77.3 77.0 1100 77.0 77.0 92.5 103.7 76.8 76.8 76.4 I 1200 1300 1400 77.0 77.0 77.1 77.1 77.1 77.3 93.1 93.5 93.7 104.3 104.4 104./
| |
| 76.9 76.8 e6.9 76.8 76.7 76.8 76.4 76.4 76.4 I 1500 1600 1700 77.2 77.2 77.3 77.7 77.7 77.5 94.1 93.8 94.2 105.0 105.0 105.1 77.0 77.0 77.0 76.8 76.8 76.8 76.5 76.3 76.3 1800 77.2 77.2 94.4 105.2 77.0 76.7 76.2 l
| |
| 1900 77.3 77.3 94.3 105.1 77.0 76.8 75.8 2000 77.2 77.1 94.2 105.0 76.9 76., /6.0 2100 77.0 77.0 94.0 105.0 76.9 76., /5.3 I 2200 2300 2400 76.8 76.7 76.6 76.8 76.6 76.4 93.S 93.6 93.6 104.9 104.6 104.3 76.6 76.5 76.4 76.5 76.5 76.5 75.6 76.2 76.2 l
| |
| N, Sensor malfunction - no data I :
| |
| !I lI
| |
| | |
| l l
| |
| l TABLE 197 f
| |
| HOURLY WATER TE.9PERATUPE ( F) DATA. QUAD-CITIES STAT!;.'. . "
| |
| AUGUST 15, 1950 l
| |
| Cooling Canal Cold Downstream Sensors !
| |
| Time Upstream Intake End Discharge A B C D ,
| |
| a 0100 76.5 76.3 93.5 104.3 76.3 76.4 $/ 76.3 0200 76.5 76.2 93.2 104.0 76.2 76.3 7.5 !
| |
| 0300 '6.5 76.0 92.7 103.7 76.2 76.3 76.5 0400 76.5 76.0 92.5 103 6 76.2 76.2 76.7 0500 76.4 75.3 92.0 103.4 76.1 76.1 70.5 '
| |
| 0600 76.3 75.7 92.0 103.2 76.1 76.2 76.5 0700 76.3 75.7 91.8 103.0 76.1 76.2 76.3 i 0800 76.3 75.7 91.6 103.0 76.0 76.1 76.1 0900 76.3 75.8 91.5 103.0 76.0 76.0 76.1 1000 76.3 76.0 91.5 103.0 76.1 76.2 76.1 gi 1100 76.8 76.3 92.0 103.6 76.5 76.3 79.2 76.2 g 1200 76.5 76.2 91.8 103.e /6.3 76.0 78.3 76.0 1300 76.5 76.3 92.0 103.9 76.3 76.0 78.3 76.0 1400 76.5 76.4 92.3 104.2 76.3 76.0 78.7 76.0 1500 76.5 76.4 92.6 104.5 76.4 76.0 77.2 75.9 i 1600 76.5 76.5 92.5 104.4 76.3 76.0 76.9 75.9 1700 76.5 76.5 92.4 104.4 76.2 76.2 76.9 75.7 g, 1800 76.4 76.4 92.3 104.3 76.1 76.1 76.5 75.5 76.1 E "'
| |
| 1900 76.1 92.0 104.2 76.0 76.0 76.5 75.5 2000 76.1 75.9 91.3 103.8 75.3 76.0 76.4 75.3 '
| |
| 2100 76.0 75.6 91.5 103.6 75.7 76.0 76.3 74.9 2200 75.7 75.3 91.2 103.3 75.5 76.0 76.3 74.7 2300 75.6 75.0 90.8 102.8 75.3 76.0 76.5 74.5 2'00 75.4 74.8 90.6 102.7 75.2 76.0 76.2 74.7 E, E-b S2nsor malfunction - no data ll .
| |
| I ll:
| |
| h t
| |
| , - , - . , , , - - , . - , - - -~, ..e. , - , - - - - - . , , - - , . - -r e-.- --
| |
| | |
| l I
| |
| -.--.i L r
| |
| . Il i i 4
| |
| i TABLE 193 '
| |
| I I HOURLY 'a*ATER TE.".PERATURE. (''F ) DATA, QUAD-CITIES STATION.
| |
| AUGUST 16, 1930 ll Cooling '
| |
| ; Canal I
| |
| Col.1 Downstream Sensors '
| |
| Time Upstream Intake End Discharge A B C D I
| |
| f 0100 75.3 74.5 90.2 102.6 75.0 76.0 76.a 74.5 l 0200 75.3 74.3 89.9 102.0 75.0 75.8 76.3 74.5 0300 75.3 74/2 39.5 101.8 75.0 75.7 76.3 74.6 I
| |
| 0400 75.3 74.0 89.1 101.7 74.9 75.8 76.4 74.5 0500 75.3 74.0 88.9 101.5 75.0 75.8 76.e 74.5 0600 75.3 74.0 88.7 101.3 74.9 75.3 76.' 74.5 i 0700 75.2 73.8 88.4 101.2 75.0 76.0 76.2 74.5 l 0800 75.4 73.8 S7.S 100.5 74.3 75.7 75.5 74.2 0900 75.5 73.8 87.6 100.0 74.7 75.7 75.7 74.3 la 1000 75.1 73.6 37.3 100.3 74.6 74.7 75.5 74.0 ,
| |
| I g 1100 75.0 73.5 87.0 100.3 74.5 75.7 75.3 73.5 i g 1200 74.8 73.5 86.9 100.0 74.5 75.7 74.9 73.5 1300 75.0 73.2 86.5 99.8 74.2 75.3 74.5 73.3 1400 75.2 72.8 86.0 99.4 73.8 75.0 74.3 73.5 l 1500 74.8 72.5 85.5 99.5 73.6 74.8 73.7 73.5 l 1 1600 74.5 72.3 85.4 99.0 73.6 74.8 73.5 73.5 1700 74.4 72.0 35.3 98.8 73.3 74.5 73.3 73.4 I 1800 1900 2000 74.0 74.0 73.6 71.7 71.4 71.1.
| |
| 85.3 85.3 84.7 93.3 98.9 98.8 73.0 72.8 72.5 74.3 74.0 74.0 72.8 72.7 72.4 73.2 72.7 72.3 2100 73.8 71.0 84.7 93.S 72.5 74.0 72.4 72.3 i 2200 72.3 70.7 86.0 98.9 72.4 74.0 72.3 72.2 2300 73.5 70.5 86.2 99.0 72.2 73.9 72.1 72.0 2400 73.2 70.4 86.3 98.8 72.2 73.9 72.3 72.0 !
| |
| ll l 6
| |
| h I
| |
| 11 .
| |
| I ll <
| |
| l ll l
| |
| lll I- _ - _ , - . _ - . . . . - - - , . _ . _ . . . . _ . _ , . - . . _ - - - - . . - . - . - - - - - -
| |
| | |
| 1 l
| |
| Ii.
| |
| TABLE 199 HOGLY WATER TE.% EPAIGE : of : DATA. QUAD-CITIE5 5TATION, AUGUST 17, 19s0 ;
| |
| Cooling I
| |
| ! Canal '
| |
| l Cold Downstrea Sensors Time Upstream Intake End Discharge A B C D 0100 72.2 70.5 36.3 97.5 72.1 74.1 72.3 72.3 0200 72.2 70.1 76.0 95.7 72.0 74.0 72.2 72.2 0300 72.S 70.0 86.0 94.0 72.0 74.3 72.0 72.0 0400 73.0 69.9 86.2 92.3 71.9 74.2 72.0 71.4 0500 73.0 69.7 S6.0 91.8 71.7 74.2 71.3 71.5 0600 72.1 69.5 85.6 89.7 71.7 74.0 71.5 71.2
| |
| ! 0700 73.5 69.5 84.7 91.5 71.5 73.7 71.5 2' 0800 73.5 69.5 83.6 91.0 71.5 73.7 71.3 0900 73.6 69.4 S2.S 91.4 71.5 73.8 71.1 1000 73.3 69.5 83.2 92.4 71.5 74.3 71.3 72.2 1100 69.6 33.7 93.3 71.5 70.3 71.5 1200 72.3 69.8 84.1 94.5 71.6 74.3 71.7 1300 72.3 69.3 S4.5 95.3 71.5 74.4 71.7 1400 72.4 70.0 35.5 96.5 71.7 74.4 71.S l
| |
| ' E 1500 72.5 70.5 S6.5 97.5 72.0 74.4 72.0 g 1600 72.7 70.6 33.0 93.8 72.1 74.5 72.1 i 1700 72.7 70.6 88.7 99.3 72.2 74.6 72.2 1800 72.7 70.7 89.2 99.3 72.3 74.7 72.2 1900 72.7 70.7 39.9 99.S 72.2 74.7 72.0 2000 72.8 70.5 90.0 100.0 72.2 74.5 72.1 2100 72.8 70.5 91.0 100.3 72.2 74.5 72.1 2200 72.5 73.4 91.0 100.5 72.2 74.4 72.0 2300 72.4 70.3 90.5 100.2 72.0 75.2 72.0 2400 72.a 70.1 90.6 100.3 71.9 74.2 72.0 t 4/
| |
| l - Sensor malfunction - no data t l I l I I'
| |
| | |
| l !
| |
| I
| |
| : i. '
| |
| i I TABLE 200 HOURLY '4ATEP TE.'!PER.GERE ( F) DATA, QUAD-CITIES STATION.
| |
| AUGUST IS, 1950 Cooling Canal I Time Upstream Intake Cold End Discharge A Downstream Sensors B C D i
| |
| 0100 72.3 70.0 90.5 100.4 71.9 74.3 72.3 4/
| |
| 0200 72.3 70.0 90.5 100.5 72.0 74.3 72.o 0300 72.4 70.0 90.4 100.3 72.0 74.3 72.8 0400 72.4 69.9 90.1 100.3 72.2 74.5 72.8 0500 72.6 69.9 90.0 99.7 72.1 74.5 72.9 i 0600 72.6 69.9 39.9 100.0 72.3 74.5 73.0 0700 73.6 70.0 89.7 100.2 72.3 74.5 73.0 I 0800 0900 1000,j 74.2 72.8 73.2 70.0 70.3 70.7 89.5 39.9 90.0 100.3 100.5 100.6 72.4 7.^.4 72.5 74.5 74.7 74.7 73.0 73.2 73.2 09.4 I 11001 1200 1300 71.7 71.7 72.0 71.3 71.5 71.7 90.7 91.3 91.8 101.3 101.5 102.0 72.3 72.4 72.5 71.3 71.4 71.4 73.2 73.3 73.5 71.1 71.5 71.3 1400 72.3 72.3 92.3 102.4 72.8 71.5 73.5 71.8 I 1500 1600 1700 72.5 72.5 72.6 72.5 72.8 73.0 92.5 93.0 93.5 102.5 10'.0 1/ .5 73.0 73.2 73.4 71.8 72.0 71.8 73.5 73.5 73.6 72.0 72.0 72.2 I 1800 1900 2000 72.6 72.6 72.6 73.0 73.0 72.8 93.8 94.0 94.0 1s 3.4 103.7 103.7 73.4 73.3 73.2 71.8 71.8 71.7 73.5 73.6 73.6 71.9 71.5 71.5 ,
| |
| 2100 72.6 72.8 94.0 103.5 73.1 71.5 73.5 71.5 I 2200 2300 2400 72.5 72.3 72.3 72.6 72.5 72.3 94.0 93.8 93.6 103.5 103.5 103.3 73.1 73.2 73.0 71.5 71.5 71.4 73.5 73.5 73.9 71.5 71.7 71.9 I' 0, Instruments zeroed to ground truth data b Sensor malfunction - no data I
| |
| I
| |
| !I l
| |
| i lI
| |
| | |
| I TABLE 201 I
| |
| HOGLY '4ATER TE.'!PERAIGE ( F) DATA, QUAD-CITIES STATICN, AUGUST 19, 1980 Cooling Canal Cold Downstream Sensors l, Time Upstream Intake End Discharge A B C D E 0100 72.1 72.1 93.2 103.0 72.8 71.5 74.2 72.5 '
| |
| 0200 72.3 72.1 93.2 103.2 73.0 71.3 74.5 72.3 i 0300 72.4 72.0 93.0 103.0 73.1 71.3 74.7 72.3 0400 72.5 72.2 92.8 103.0 73.3 71.3 75.1 72.3 0500 7'.5 72.2 92.5 102.8 73.3 71.4 75.1 72.5
| |
| ! 0600 2I 72.0 92.3 102.3 2' 1' 74.7 71.2 i 0700 72.0 92.2 102.7 74.9 71.1 0300 72.3 92.3 102.3 75.0 71.0 0900 3 72.5 92.6 102.9 75.0 71.1 1000 f 73.9 72.9 92.9 103.3 73.8 74.3 75.4 72.3 1100 73.4 73.7 93.5 103.5 74.3 73.1 75.7 73.5 1200 73.6 74.2 93.3 104.0 74.5 73.2 75.7 73.8 i300 74.2 74.7 94.7 104.8 74.8 73.4 76.0 74.2 1400 74.0 75.2 95.0 105.2 75.0 73.5 76.0 74.5 '
| |
| 1500 74.3 75.7 95.7 105.5 75.3 73.6 76.3 74.9 l
| |
| 1600 74.3 75.8 96.2 105.8 75.3 74.0 76.3 75.0 l 1700 74.3 76.0 96.3 106.1 75.3 73.3 76.3 75.0 i 1800 74.5 75.8 96.5 106.2 75.5 73.8 76.2 75.1 g 1900 74.3 75.7 96.5 106.0 75.3 74.0 76.3 75.0 3 2000 74.5 75.5 96.5 106.0 75.4 74.0 76.3 75.0 2100 74.3 75.3 96.5 106.0 75.3 74.0 76.0 74.3 i' 2200 74.3 75.2 96.5 106.0 75.4 74.0 75.9 74.6 2300 74.3 75.0 96.5 105.7 75.2 74.0 75.8 74.5 2000 74.3 74.8 96.3 105.7 75.1 74.0 75.9 74.3 i'/Instruments :erced to ground truth data 4/
| |
| - Sensor malfunctica - no data I-I:
| |
| I.
| |
| I-
| |
| | |
| i, I
| |
| I TABLE 202
| |
| , HOURLY WATER TE"2ERAICE ( El DATA, QUAD-CITIES STAIION, ALGCSI 20, L?do
| |
| !I
| |
| , Cooling Canal
| |
| ;l Cold Downstream Senscrs W Time Upstream Intake End Discharge A B D i
| |
| l 0100 74.3 74.8 96.0 105.5 75.2 74.1 76.2 74.2 i 0200 74.2 74.5 95.7 105.5 75.0 74.0 76.2 74.3 !
| |
| 0300 70.2 74.5 95.5 105.3 75.0 74.0 76.5 74.3 ,.
| |
| l 0400 74.1 74.4 95.3 105.0 75.2 74.0 76.3 74.5 ;
| |
| 0500 74.2 74.5 95.0 105.0 75.3 74.3 77.0 74.5 0600 74.3 74.4 95.0 105.0 75.2 74.2 77.3 74.7 v700 74.3 74.4 95.0 105.0 75.3 74.3 77.5 74.7 I
| |
| 0800 }4.5 74.5 94.7 104.7 75.3 74.4 77.4 74.1 0900 74.3 74.7 94.7 104.7 75.5 74.5 77.5 74.7 1000 74 6 75.0 95.0 105.0 75.7 74.5 78.0 75.0 I 1100 1200 1300 7'.8 74.9
| |
| /5.1 75.5 76.0 76.5 95.5 95.7 96.0 105.3 105.9 106.2 76.2 76.4 76.6 74.9 74.9 74.9 78.3 78.4 73.5 75.5 75.7 76.0 1400 75.2 77.0 96.3 106.5 76.7 75.1 78.7 76.3 1500 7.: . 5 77.3 96.5 106.i ti.0 75.4 79.0 77.0 ;
| |
| 1600 75.7 77.8 96.7 107.0 77.3 75.4 70 0 77.1 1700 75.3 78.2 96.8 107.1 77.5 75.5 79.5 77.5 I
| |
| 1800 76.0 78.3 96.8 107.4 77.5 75.5 79.5 77.5 l 1900 76.0 79.3 96.3 107.4 75.u 75.7 79.5 77.7 ,
| |
| 2000 76.0 78.2 96.7 107.3 77.5 /5.7 79.4 77.2 2100 77.8 107.0 I 2200 2300
| |
| -4/
| |
| 77.3 77.0 94 95 95.
| |
| 106.8 106.4
| |
| -4/ -4/ -4/ 7S.1 79.4 79.3 2400 76.9 94.6 106.1 79.0 g' Sensor malfunction - no data I
| |
| I I '
| |
| I I
| |
| t_,._-_,....__..._.,.-......._...._.
| |
| . . . _ ~ ~ . _ _ _ _ _ _ . - - . - . _ _ _ _ _ _ _
| |
| | |
| . . - - -- . _ - - -. --._ .- - - - - . _ = - . - . . .
| |
| ?
| |
| 1 i
| |
| 7ABLE 203 iiOURLY WATER TE.'!FERATURE ('F) DATA, QUAD-CITIES STATI0's, AUGUST 21, 1930 l m-I i
| |
| \ -
| |
| Cooling Canal Ii Cold Downstream Sensors Time Upstream Intake End Discharge A B C D f
| |
| i 0100 -4/ 76.7 94.0 105.5 4/ 4/ 4/ 77.0 0200 76.5 93.7 105.5 76.9 '
| |
| 0300 76.4 93.7 105.5 76.9 0400 76.1 93.4 105.3 76.6 0500 76.0 93.4 105.0 76.5 0600 75.9 93.3 105.0 76.6 0700 75.7 93.0 104.8 76.5 1 0800 0900 75.8 76.2 93.0 93.4 104.8 104.8 76.5 g
| |
| /6.6 5 1000 76.4 93.3 104.9 77.0 1100 76.6 93.2 104.8 76.3 1200 77.0 93.4 105.0 77.4 !
| |
| 1300,j 77.5 93.4 105.0 77.6 14001 77.0 76.8 93.7 105.6 76.3 76.5 79.0 76.5 1500 1600 77.2 77.7 77.2 77.7 93.7 93.8 105.8 106.1 76.5 76., <9.0 76.9 g 76.9 76.9 79.3 77.9 3 1700 77.5 77.7 93.8 106.2 77.. 77.0 79.4 77.9 1800 77.5 77.5 93.6 106.0 77.0 76.8 79.0 78.0 1900 77.3 77.3 93.4 105.3 76.S 76.3 78.S 77.7 2000 77.3 77.2 93.3 105.7 76.7 76.S 78.5 77.7 '
| |
| 2100 77.2 77.0 93.6 105.7 76.7 76.3 78.4 77.5 ;
| |
| 2200 77.2 76.8 93.8 105.7 76.5 76.7 78.2 77.5 E l 2300 77.2 76.8 93.7 105.7 76.4 7o.7 77.9 77.4 5, 2400 77.0 76.5 93.7 105.7 76.2 76.7 7S.0 77.2 l
| |
| ij Instrument zerced to ground trugh data I, t 4 '
| |
| - Sensor malfunction - no data I
| |
| l I
| |
| I. ,
| |
| I l
| |
| I' r
| |
| | |
| I I TALLE 204 HOURLT WATER TE.'!PERATURE , F) DATA, QUAD-C I!!ES STAT EN .
| |
| AUGUST 22, 1930 Cooling
| |
| , Canal l Cold Downstream Sensors ,
| |
| l Time Upstrean Intake End Discharge A B C D ,
| |
| l 0100 76.3 76.3 33.6 105.4 76.0 76.5 77.8 77.0 e 0200 77.0 76.0 93.3 105.3 76.0 76.3 73.0 77.0 i 0300 76.8 75.8 93.0 105.0 75.8 76.7 73.0 76.7 l I 0400 0500 0600 76.3 76.5 76.6 75.3 75.5 75.3 92.3 92.8 92.3 104.3 104.7 104.3 75.6 75.6 75.6 76.4 76.3 76.3 78.0 73.1 78.2 76.7 76.6 76.5 j
| |
| 0700 76.5 75.1 91.9 104.2 75.5 76.5 78.2 76.5 I
| |
| 0800 76.5 75.1 91.7 104.1 75.6 76.5 78.2 76.1 i 0900 76.6 75.3 91.7 104.0 75.7 76.5 78.0 75.3 r 1000 76.8 75.7 92.1 104.3 75.8 76.7 73.0 76.0 g 1100 77.0 76.0 92.5 104.6 76.1 76.9 7s.I 76.3 3 1200 77.0 76.4 92.8 104.0 76.2 76.3 73.0 76.5 l 1300 77.2 76.S 93.5 105.5 76.2 76.8 78.2 76.5 1400 77.4 77.3 93.3 105.9 76.7 77.0 78.0 76.S I 1500 1600 17C0 77.5 77.5 77.5 77.5 77.7 77.7 94.3 94.3 94.6 106.3 106.5 106.6 76.3 76.3 76.8 76.7 76.5 76.7 78.3 73.1 78.0 77.5 77.7 77.S l I 1300 1900 2000 77.3 77.2 77.0 77.5 76.S 76.3 94.5 94.4 94.4 106.5 106.3 106.1 76.5 76.2 76.0 76.5 76.5 76.3 78.0 77.5 77.4 77.5 77.4 77.3 2100 76.3 76.7 94.3 106.0 76.0 76.3 77.3 77.0 .
| |
| 2200 76.7 76.2 94.1 105.7 75.7 76.2 77.3 76.9 !
| |
| 2300 76.s t6.0 93.6 105.5 75.5 76.0 77.3 76.7 2400 76./ r$.7 93.4 105.3 75.5 76.0 77.5 76.5 I
| |
| I
| |
| 'I lI
| |
| 'I
| |
| ,3 i
| |
| | |
| .-1
| |
| ! I l
| |
| l TABLE 20.s Il l HCURLY '4ATER IE.'1PERATURE (oF'; DATA, QUAD-CITIES 5TATI /, .
| |
| AUGUST 23, 1980 Cooling ,
| |
| Canal Cold Downstream Sensors l, Time Upstream Intake End Discharge A B C D E; 0100 76.6 75.5 93.5 105.3 75.3 76.0 77.7 76.3 l
| |
| 0200 76.7 75.4 93.4 105.2 75.5 76.0 78.0 76.4 l
| |
| 5 i.
| |
| 0300 76.5 75.3 92.8 104.3 75.5 75.9 78.3 76.3 ;
| |
| 0400 76.6 75.2 92.5 104.3 75.5 76.0 78.5 76.6 0500 76.6 75.2 92.2 104.4 75.6 76.0 78./ e6.3 !
| |
| 0600 76.7 75.1 91.7 104.3 75.6 76.3 78.8 77.3 0700 76.7 75.0 91.4 104.0 75.7 76.0 78.7 76.2 i.
| |
| , 0800 76.5 75.0 91.2 104.0 75.7 76.0 78.7 76.&
| |
| ; 0900 76.9 75.4 91.5 104.0 75.8 76.3 78.5 75.8 1000 77.0 75.7 91.7 104.4 76.0 76.3 78.3 75.9 1100 77.2 75.9 92.2 10'4.6 76.0 76.3 73.5 76.4 1200 77.2 76.3 92.7 104.9 76.3 76.5 78.5 76.3 1300 77.2 76.7 93.2 105.5 76.4 76.5 78.5 76.3 1400 77.5 77.3 93.5 105.9 76.7 76.8 78.4 77.0 ,
| |
| ! .500 77.5 77.5 93.8 106.0 76.7 76.6 78.5 76.7 1600 77.6 77.8 94.2 106.4 76.8 76.8 78.6 77.7 1700 77.8 77.5 94.3 106.5 76.9 76.8 78.5 77.5 1800 77.5 78.0 94.5 106.6 76.9 76.9 78.4 77.5
| |
| ;)00 77.5 77.5 94.3 106.5 76.8 76.8 73.3 78.2 2000 77.5 77.5 94.3 106.5 76.5 76.6 78.0 77.5 >
| |
| 2100 77.3 77.0 94.2 106.2 76.4 76.4 78.0 77.2 2200 77.1 76.7 93.8 106.0 76.2 76.1 77.8 76.8 "
| |
| 2300 77.0 76.4 93.7 105.7 76.0 76.1 77.8 76.8 2400 76.9 76.2 93.3 105.3 75.7 75.8 77.9 76.5 I'
| |
| l I I
| |
| l I' I .
| |
| | |
| . .-. - ~ -- . _ _ . _ . _ . - . _ . . _ _ . _
| |
| I I TABLE 203 I HOURLY WATER TDl?ER.\TURE (27) cA7A. ;EAD-CITIES STAT EN ,
| |
| AUGUST 24 1980 1
| |
| l l
| |
| I Cooling Canal I Time "pstream Intake Cold End Discharge A Downstream Sensors B C D l
| |
| I 0100 0200 0300 76.9 7#.0 76.7 75.9 75.8 75.5 93.0 92.5 92.2 105.2 104.0 104.0 75.7 75.5 75.5 75.7 75.5 75.7 78.1 78.1 78.5 76.8 76.5 76.0 i 0400 76.5 75.4 91.8 104.0 75.5 75.8 78.7 76.3 "
| |
| l 0500 76.7 75.3 91.8 103.9 75.7 76.0 78.8 76.3
| |
| ( 0600 76.7 75.3 91.4 103.8 75.7 70.3 78.8 76.3 0700 76.8 75.2 90.8 103.7 76.0 76.0 78.8 76.3 I 0800 0900 1000 76.9 77.0 77.1 75.5 75.5 75.8 90.8 91.4 91.5 103.7 103.3 104.0 75.9 76.0 76.1 76.4 76.3 76.2 78.9 78.8 78.8 75.9 75.5 75.5 <
| |
| 1100 77.3 76.0 92.0 104.5 76.3 76.5 78.5 75.4 1200 77.5 76.5 92.6 105.0 76.5 76.5 78.5 75.7 '
| |
| 1300 77.5 77.0 93.0 105.3 76.5 76.6 78.5 76.0 1400 77.5 77.3 93.5 105.8 76.7 76.7 78.5 76.8 I 1500 1600 1700 77.5 77.6 77.5 77.8 77.8 77.8 94.0 94.2 94.2 106.0 106.2 106.4 76.9 76.8 76.7 76.5 76.7 76.7 78.5 78.5 78.5 76.8 76.5 76.8 1800 77.5 77.5 94.4 106.5 76.7 76.5 78.2 76.3 1900 77.5 77.5 94.5 106.5 76.5 76.5 78.2 76.7 t
| |
| 2000 77.2 77.1 94.5 106.0 76.3 76.2 7S.0 76.7 2100 77.2 76.8 94.7 106.3 76.2 76.2 77.6 76.7
| |
| , I 2200 2300 2400 77.0 77.0 76.8 76.5 76.2 75.8 94.5 94.3 94.0 106.2 106.0 105.5 76.0 75.7 75.7 76.0 75.8 75.7 77.5 77.3 4/
| |
| 76.8 76.7 76.5 I 4/
| |
| - Sensor malfuction - no data I l I
| |
| I I
| |
| I :
| |
| I .. ._ -- - - _ - - - . _. _. . . . -
| |
| | |
| . . . ~ . _ . _ . . _ . _ . . - . - . . - - -.. . . _ . - . . _ ._ . - - _.. . . . _ _ _ -
| |
| I TABLE 207 I
| |
| HOURLY WATER TE.'!PERATURE ( E) DATA. QUA2-C! TIES STA7:CV.
| |
| ALGCST 25, ;]30 Cooling I
| |
| Canal Cold Downstream Sensors Time Upstream Intake End Discharge A B C D 0100 76.7 75.5 93.7 105.4 75.5 75.7 4/ 75.9 ri 0200 76.5 75.3 93.5 105.1 75.4 75.7 76.0 0300 76.5 75.1 93.0 104.8 75.2 75.7 75.7
| |
| , 0400 76.5 75.0 92.7 104.5 75.1 75 7 75.9 g 0500 76.3 74.7 92.2 104.2 75.0 75.6 75.5 g 0600 76.3 74.5 92.0 104.0 75.0 75.5 75.1 0700 76.2 74.5 91.8 103.8 75.0 75.5 75.3 0800 76.2 74.5 91.6 103.7 75.0 75.5 75.2 0900,7 76.0 74.3 91.5 103.5 75.0 75.5 75.0 10 0 ' '- 75.5 75.3 91.5 104.2 76.0 76.2 73.0 4/ _
| |
| 1100 75.7 75.7 91.7 134.5 76.4 75.4 78.2 1200 75.s s6.1 92.3 104.S 76.6 76.4 78.3 1300 76.0 76.5 93.0 105.5 76.8 76.5 78.4 1400 76.2 77.0 93.5 105.3 77.0 76.6 78.5 g 1500 76.2 77.4 93.4 106.2 77.2 76.8 78.5 g 1600 76.3 77.8 94.3 106.5 77.5 76.9 7S.5 1700 76.5 77.9 94.4 106.i ti.5 76.9 78.8 1800 76.5 77.9 94.6 106.3 77.5 77.0 78.3 1900 76.4 77.S 94.3 106.8 77.5 77.1 78.3 l
| |
| 2000 76.3 77.6 94.7 106.7 77.4 77.1 78.3 2100 76.3 77.4 94.6 106., /7.2 77.0 78.5 3 2200 76.3 77.3 94.6 106.5 77.0 76.9 73.5 5 2300 76.0 77.0 94.5 106.5 76.9 76.8 78.0 2400 76.0 76.8 94.2 106.5 77.0 76.7 77.8
| |
| ~
| |
| n i, Instruments zerced to ground truth data
| |
| -4/ Sensor malfuction - no data I
| |
| I I
| |
| I I
| |
| | |
| lI :
| |
| I TABLE 208 '
| |
| HOURLY WATER TE.9PERATUP.E (SF) DATA, QUAD-CITIES STATION, AUGUST 26, 1980 I Cooling Canal I Time Upstream Iatake Cold End Discharge A Downstreara Sensors B C D I
| |
| 0100 75.9 76.5 93.7 105.8 76.5 76.5 77.5 4/
| |
| 0200 75.6 76.3 93.5 105.8 76.3 76.4 77.5 0300 75.5 76.0 93.2 105.5 76.3 76.3 77.5 i 0400 75.5 75.8 93.0 105.2 76.0 76.3 77.5 I 0500 0600 0700 75.5 75.5 75.6 75.7 75.5 75.6 92.9 92.7 92.5 105.1 105.1 105.0 76.1 76.0 76.0 76.2 76.2 76.2 77.6 77.8 78.0 0800 75.5 75.5 92.5 104.9 75.8 76 3 78.3 1 0900 1000 75.5 75.5 75.5 75.7 92.4 92.8 105.0 76.0 76.2
| |
| ,a.3 78.0 77.0 105.3 76.4 78.5 77.0 1100 75.6 75.9 93.2 105.4 76.5 76.6 78.5 77.7
| |
| ,I 1200 1300 75.8 76.0 86.3 76.7 93.8 94.5 106.0 106.5 76.8 77.0 76.7 77.0 78.7 78.9 77.7 73.2 1400 76.2 77.2 95.0 107.0 77.4 77.3 79.3 78.7 r I .500 1600 1700 76.3 76.7 76.7 77.6 77.9 78.2 95.6 96.0 96.2 107.4 107.9 108.0 77.5 78.0 77.9 77.3 77.6 77.7 79.5 79.7 79.9 78.9 79.2 79.3 1800 76.7 78.3 96.3 108.3 78.3 78.0 79.9 79.9 I 1900 2000 2100 76.7 76.7 76.5 78.3 78.1 77.9 96.5 96.5 96.6 108.3 108.3 108.2 78.3 78.3 78.2 82.0*
| |
| 81.8 81.8 79.7 79.5 79.4 79.2 79.8 79.5 I 2200 2300 2400 76.2 76.2 76.2 77.8 77.7 77.7 96.4 96.3 96.0 108.2 108.0 107.8 78.2 78.2 77.8 31.3 81.5 81.5 79.4 79.2 79.0 79.4 79.4 79.3 l N Sensor malfuttion - no data l
| |
| * Unknown reason for jump I
| |
| I lI I :
| |
| t I
| |
| I -
| |
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| f I
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| . .s2o .r _- - .a.
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| I J
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| 1:.0m.v. gA _. y. m.u.r.. : n. .:,_
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| .n . . . cs :.r '; .n .m. i . . . w s.. . - r. e r. e e .u, o~.
| |
| n u a v.e. .
| |
| L '! b j C . o '. i n g Lanat I
| |
| i Cold Downstream Senscrs Time Epstream Intake End Discharge l
| |
| A B C D E n '. 0 0 ,6.0 ".. .:, .r> . ~. 1. 0 's . o' -~.s2 .U...~. ". .s , o . e7 .
| |
| , 0.3. n G.
| |
| ,' o.
| |
| i .c 3 ,-r.-
| |
| ,}a.3 ,1 0 ,e . a-g, va.-
| |
| <c. 3
| |
| -,< s . .;
| |
| 0300 76.0 77.3 95.3 107.3 77.6 31.3 75.5 79.3 O400 '5.9
| |
| , "t . v^
| |
| i "a'.3 ",, '
| |
| 31.- ' s' . :- ', s' . 3'
| |
| '10 '.i . '.
| |
| i l
| |
| nn3 bl,> ,, ,
| |
| I D.9 j V ,
| |
| f).,/ f -6 . -. 100., es. 5, ,1 . .,. ,S.t ,
| |
| toc . :. ;
| |
| 9.,. 0 i n.s i . ,/ so./ 1 n. o. . ,..; 31. :, . 3 . ,3 2 l 0700 75.5 76.5 93.5 106.0 77.0 81.0 78.5 75.5 l
| |
| : i. 0800 75.6 -
| |
| 76.5.-
| |
| 93.4 106.0 77.0 31 . 73.5 73.'
| |
| e O.3 v. mb ,e.D JJ t0.3 93.3 a-
| |
| ,0.,
| |
| s/. 0 n
| |
| al.;,
| |
| is.0 , c . _,
| |
| 1O9'0 73.o' 's o' . o' 3 3 . s^ t u' a' . o' ".3
| |
| ,, s' 1. .^: '<>' . ;' 't o' . a 1100 75.9 77.0 94.4 106.2 77.6 31.4 79.5 75.7 1,.U,, U , ,. - - , , - , -
| |
| l i6.s ,,J.4 '2 3 . U, .,O.i LU . 11 .,L 1i.a" o.s
| |
| ,' J -,>-
| |
| 2 l
| |
| -es.,, 1 o 0 . 0'3 1 130,,0 <t.5 9 5 . ,, 10,, . 4 .
| |
| ,,.2 is. .
| |
| -,3 1o.3 l
| |
| ! 1400 71., <S.5 9'6.2 107.7 77.5 77.5 S0.3 79.0 I e g .=
| |
| 7g4., g
| |
| .,g 90.3
| |
| -gis.. ,
| |
| ,g & +
| |
| l 13 e vs.4 -,.3 1 2 0.3 ,3 .0 1600 73.0 79.0 96.9 108.9 73.2 77.9 S0.5 79.0 1700 78.3 79.3 97.2 109.2 73.5 73.0 30.3 73.3 a
| |
| 31.
| |
| .3 10,9 . ,
| |
| , c, a.
| |
| i 1 sn,3a0 ,o,.3 i c. . ,S.3 i i S., 31.0, 1900 78.3 79.4 97.5 109.4 73.3 73.2 S0.9 7?.i 2000 73.3 79.3 97.5 109.3 73.4 75.5 80.8 79.5 2100 78.0 79.0 97.3 109.2 73.1 75.2 80.5 79.5 s c..s,
| |
| _. n. 0 ,,
| |
| .s. 0 i s . v, ,. 0 6 . s, -,3 is.. so.
| |
| o v, . ., -<s. ,
| |
| 1 2300 73.0 73.7 96.2 10E.5 78.0 77.S 80.0 79.5 i
| |
| , , , , ,, -s ,, - -
| |
| -+ v u, i3.0 ;o., 3 .
| |
| ,3.0 ,03.3 2 ,,.3 se .o, ,9.,y i
| |
| <c.3-
| |
| " Uni ~nCWD re350n for decrease a
| |
| e I
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| I I
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| I
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| : I I .
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| - -- - * '' ~~" "'
| |
| | |
| I I T.\BLE 210 I HOURLY WATER TE:!PEfGTEFT 1 ''il D AT A , QUAD-CITIES STATION, AEGC57 2S, .100 I Cooling Canal Cold Downst ce un Sensors Time l'p s t re am Discharge I- Intake En1 A B C D I
| |
| 0100 77.8 78.7 94.7 107.7 77.7 77.7 79.6 I 0200 0300 77.2 77.5 78.5 78.4 94.2 93.9 107.3 107.0 77.5 77.3 77.3 77.3 19.5 79.2 79.0 78.8 78.5 0400 77.4 73.0 93.7 106.8 77.3 77.2 79.2 78.3 i
| |
| l 0500 77.4 77.7 93.4 106.6 77.0 77.2 79.2 73.3 i 5 0600 77.' 77.5 93.3 106.5 77.0 77.3 79.4 78.0
| |
| '0700 77.3 77.4 93.2 106.2 76.S 7/.2 79.5 77.8 I 0800 0900 1000 77.2 77.4 77.3 77.3 77.4 77.5 93.1 93.4 93.5 106.2 106.3 106.3 76.8 76.8 77.0 17.3 77.5 77.5 79.5 79.5 80.0 77.9 73.0 78.0 1100 77.5 77.7 94.0 106.7 77.2 77.7 30.2 73.3 I 1200 1300 1400 77.7 77.7 77.7 73.2 78.5 79.0 94.5 95.0 95.5 108.0 107.5 108.0 77.6 77.6 77.3 77.3 77.8 78.3 S0.2 80.2 80.2 78.7 75.7 79.0 I 1500 1600 1700 78.0 73.2 78.2 79.2 79.5 79.7 96.2 96.5 96.9 108.5 108.9 109.0 78.0 78.2 78.4 78.5 73.4 78.7 80.5 80.5 80.5 79.5 79.5 79.5 1800 78.2 79.5 97.2 109.3 78.4 78.4 80.5 79.6
| |
| * I 1900 2000 2100 78.1 78.3 78.1 79.5 79.5 79.4 97.5 97.7 97.7 109.5 109.5 109.5 78.4 78.4 78.0 73.4 78.5 78.3 80.5 S0.2 80.0 79.5 79.1
| |
| '9.7 lE l g 2200 2300 78.0 78.0 79.2 79.0 97.7 97.7 109.5 109.3 78.0 77.8 78.2 78.2 79.9 79.8 77./
| |
| 79.5 .
| |
| 2400 77.S 79.0 97.7 109.3 77.7 78.2 79.5 79.5 I
| |
| I I
| |
| I I ;
| |
| I
| |
| | |
| ._ _ . _ _ . _ _ _ _ _ _ . _ _ _ . _ . _ _ _ . . _ _ _ _ _ _ _ _ _ . . _ . . _ _ _ . . . . . . _ _ _ _ . _ _ _ . _ = __ _ . _. _ . _ _ _ .
| |
| I I
| |
| TABLE 21?
| |
| HOURI.7 %ATER TE:!PERA!URE (oF) CATA, QUAE-CII:ES 57A7IO.N.
| |
| AUGUST 29, 19SO i j Cooling l Canal l Cold Downstream St_asors Time Upstream Intake End Discharge A B C D 0100 77.7 78.7 97.5 109.3 77.6 78.2 79.5 79.5 ,
| |
| 0200 77.7 78.7 97.3 109.1 77.6 78.2 77.5 79.5 ,
| |
| 0300 77.7 78.5 97.1 109.0 7~.5 77.7 79.5 79.3 ,
| |
| 0400 77.5 78.3 96.8 108.5 77.3 7/.< 19.5 79.0 0500 77.5 78.0 96.7 108.5 77.3 77.7 79.7 7S.8 5 0600 0700 77.5 77.5 78.0 96.5 108.5 77.3 '7.7 79.9 79.0 g 77.8 96.0 108.3 77.3 78.0 S0.2 78.S 0800 77.4 77.8 96.0 107.8 77.2 78.0 S0.2 78.8 0900 77.5 77.8 95.8 107.8 77.2 77.3 30.2 79.0 1000 77.7 78.0 95.7 107.S 77.5 78.2 S0.5 79.1 '
| |
| 1100 77.7 78.2 95.7 107.6 77.7 73.0 80.5 79.2
| |
| ( 1200 77.7 78.5 95.9 108.0 77.8 78.3 30.7 79.4 g' 1300 77.8 79.0 96.3 103.4 77.9 78.3 81.0 79.6 3 1400 78.0 79.3 96.4 108.6 78.2 78.7 31.1 30.0 i 1500 78.2 79.5 96.7 108.7 78.4 78.7 31.0 30.0
| |
| * 1600 78.5 80.0 96.5 108.7 78.8 79.0 81.5 80.5 1700 78.7 80.2 96.3 103./ 19.0 79.0 81.3 30.3 1800 78.7 80.2 96.2 108./ 19.0 79.3 81.3 80.4 1900 78.7 30.2 96.1 103.6 79.1 79.5 31.0 31.0 .
| |
| 2000 78.7 80.1 95.8 108.5 79.0 79.3 81.0 80.5 2100 78.7 80.0 95.5 108.3 79.0 79.3 30.9 80.2 2200 78.5 79.9 95.4 103.2 78.8 79.0 80.7 30.1 l 2300 78.4 79.8 95.3 105.7 78.5 78.3 30.5 80.0 2400 78.2 79.6 95.0 101.7 78.4 78.8 80.2 $0.0 +
| |
| I I
| |
| f I
| |
| I I:
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| I i I
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| | |
| I I '
| |
| I .,
| |
| .> A ?u. . .s..-
| |
| HOURLY '4ATER TEMPEFdTURE (*F) D ATA. QUAD-CITIES 5T'T: Zi, AUGUST 30. IMO I Cooling Canal I Time Upstream Intake Cold Ead Discharge A Downstream Sensors 3 C D l
| |
| 0100 78.0 79.3 94.8 .v1.3 73.0 73.7 79.9 79.3 0200 78.0 79.0 94.2 101.1 78.0 78.6 79.9 79.5 0300 77.3 78.8 91 .7 100.9 77.8 78.5 79.9 79.8 I 0400 0500 0600 77.7 77.6 77.5 78.6 78.3 78.1 92.S 91.0 90.6 100.5 99.0 98.6 77.7 77.4 77.4 73.2 73.0 78.0 79.9 79.9 79.8 79.5 79.2 73.3 0700 77.5 73.0 90.3 96.0 77.4 7S.0 79.9 78.5 l 0800 77.5 78.0 90.0 95.3 77.3 75.0 79.9 78.7
| |
| ; 0900 77.5 77.8 90.0 95.7 77.3 77.9 79.3 73.S l 1000 77.6 78.0 39.5 95.4 77.5 78.0 79.9 73.6 I 1100 1200 1300 s/.i 77.,
| |
| 77.8
| |
| ,8.2 j8.0 78.0 89.5 88.0 37.9 95.3 94.7 94.5 77.5 77.5 77.6 78.1 78.1 73.2 30.0 80.0 79.3 73.5 7S.4 78.4 1400 77.7 78.1 87.6 94.5 77.7 78.2 79.7 78.3 1500 77.7 78.1 37.0 93.S 77.5 78.2 79.6 78.7 1600 77.7 78.0 86.7 95.0 77.5 78.2 79.4 78.4 1700 77.6 73.0 86.6 95.5 77.5 7S.4 79.3 7S.2 I 1800 1900 2000 77.7 77.7 77.7 78.0 78.0 78.0 86.3 36.4 35.2 96.0 96.0 96.0 77.5
| |
| ,s.,
| |
| 77.4 78.2 i8.3 73.1 79.0 79.0 78.8 7S.1 78.1 78.0 2100 77.6 77.3 36.6 I 2200 2300 77.4 77.5 77.6 77.5 37.3 87.5 96.2 95.9 94.9 77.4 77.2 77.2 78.0 77.9 77.i 73.7 78.5
| |
| ,8.3 77.7 77.5 77.4 l 2400 77.2 77.3 S7.4 93.8 77.0 77.5 78.0 77.2 r I
| |
| I lI I
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| I I
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| I :
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| | |
| I TABLE 213 I
| |
| HOURLY '4ATER TEMPEPATURE ( F) DATA, QUAD-CITIES STATIO.N, AUGUST 31. 1980 Cooling I
| |
| Canal Cold Downstream Sensors Time Upstream Intake End Discharge A B C D 0100 77.0 77.1 87.2 93.5 76.5 77.5 78.0 77.0 0200 77.0 77.0 87.0 93.0 76.5 77.5 77.7 76.5 0300 77.0 76.9 8 6 . *, 93.0 76.3 77.2 77.3 76.3 0400 77.0 76.5 86.0 91.1 76.2 77.0 77.3 76.8 0500 76.8 76.3 86.2 90.6 76.0 76.8 77.3 76.0 5
| |
| 3 0600 76.8 76.1 85.0 90-. 76.0 76.8 77.2 76.0 0700 76.8 76.0 84.4 89.J 75.7 76.7 76.8 75.9 3 0800 76.7 75.7 84.3 89.8 75.7 76.5 76.8 75.5 g 0900 76.7 75.9 83.6 89.6 75.7 76.5 76.8 75.9 1000 76.3 75.7 82.9 89.1 75.5 76.5 76.8 75.9 1100 76.5 75.7 82.8 88.9 75.4 76.4 76.8 75.5 1200 76.7 75.7 83.0 89.0 75.4 76.5 76.8 75.7 l
| |
| m 1300 76.5 76.0 83.3 89.3 75.7 76.5 76.9 75.7 1400 76.5 76.0 83.5 89.5 75.7 76.8 77.0 75.9 m 1500 76.7 76.2 83.5 89.6 75.9 76.9 77.0 76.4 g 1600 76.7 76.5 83.9 90.1 76.0 76.5 77.0 77.0 1700 76.8 76.5 84.0 90.1 76.0 76.5 77.0 77.0 1800 76.i i6.6 84.2 90.6 75.9 76.5 76.9 77.0 1900 76.6 76.5 84.5 90.6 75.8 76.3 76.8 76.5 2000 76.5 76.5 84.7 90.8 75.7 76.3 76.8 76.6 2100 76.6 76.3 84.7 90.8 ~5.7 76.1 76.7 76.4 3 2200 76.5 76.3 84.7 75.7 76.1 76.7 76.5 2300 76.5 76.0 84.7 91.0 91.2 75.7 76.0 76.5 76.5 5
| |
| 2000 76.5 76.0 84.6 91.3 75.5 75.8 76.5 77.0 I
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| I I
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| I I
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| I I
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| I TABLE 214 HOURLY WATER TEMPERATURE (*F) DATA, QUAD-CITIES STATION, SEPTEMBER 1, 1980 Cocling I Time Upstream Intake Canal Cold End Discharge A Downstream Sensors B C D 0100 76.5 75.7 84.5 91.0 75.5 75.7 76.5 77.0 0200 76.5 75.4 83.9 90.7 75.4 75.7 76.5 77.0 I 0300 0400 0500 76.3 76.2 76.2 75.0 74.8 74.8 83.0 82.5 82.5 89.8 89.8 89.7 75.2 75.0 75.0 75.4 75.3 75.0 76.4 76.4 76.4 77.0 76.7 76.7 0600 76.1 74.5 82.2 89.5 74.8 74.9 76.3 76.5 I 0700 0800 0900 76.1 76.0 76.0 74.5 74.4 74.3 82.0 82.0 81.5 91.3 91.3 91.3 74.8 74.8 74.7 74.9 75.0 75.0 76.3 76.3 76.2 76.6 76.8 77.0 I 1000 1100 1200 76.5 76.8 76.4 74.3 74.8 74.8 81.3 81.5 82.6 91.2 100.5 100.0 74.5 74.5 74.8 74.3 74.3 75.4 75.9 75.6 76.0 77.5 77.6 77.7 1300 76.3 74.8 82.5 99.9 74.8 75.7 76.0 77.7 I 1400 1500 1600 76.3 76.3 76.5 75.0 75.0 75.3 82.4 82.3 82.3 100.0 99.8 100.2 74.8 74.9 75.3 75.7 75.7 75.7 76.0 75.9 75.9 77.7 77.7 77.7 I ^700 1800 1900 76.5 76.5 76.4 75.5 75.7 75.5 82.4 86.5 88.0 100.4 101.7 104.2 75.1 75.3 7F.0 75.8 75.8 75.7 75.9 75.8 75.8 77.6 77.6 77.4 2000 76.4 75.3 88.2 104.8 75.0 75.5 75.5 77.3 2100 76.2 75.0 88.1 104.7 74.7 75.3 75.3 77.0 2200 76.0 74.8 88.0 104.7 74.7 75.3 75.3 77.0 2300 76.0 74.6 88.0 105.0 74.5 75.i 75.1 77.0 2400 75.7 74.4 88.0 104.9 74.5 75.0 75.1 76.S
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| 'I i
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| I lI I
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| | |
| I g
| |
| 5 TABLE 215 H01'RLY WATER TEMPERATURE ( F) DATA, QUAD-CITIES STATION, SEPTEMBER 2, 1980 Cooling I
| |
| Canal g Cold Downstream Seusors E
| |
| I Time Upstream Intake End Discharge A B C D 0100 75.7 74.1 88.2 105.0 74.3 75.0 75.1 76.7 0200 75.5 74.0 89.3 105.5 74.3 75.0 75.1 76.5
| |
| ; 0300 75.5 73.8 89.8 106.3 74.3 75.0 75.1 76.5 l
| |
| 0400 75.5 73.7 89.8 106.3 74.1 75.0 75.3 76.5 0500 75.5 73.5 89.7 106.4 74.0 75.0 75.3 76.3 0600 75.5 73.5 89.3 106.3 74.0 75.2 75.3 76.4 0700 75.5 73.3 88.9 106.1 73.9 75.2 75.3 76.5 3 0800 75.5 73.2 88.7 106.2 73.8 75.2 75.3 76.4 0900 75.5 73.3 88.7 106.2 73.8 75.3 75.0 76.4 5
| |
| 1000 75.6 73.5 89.3 106.4 74.0 75.1 74.7 76.4 1100 75.7 73.8 89.7 107.1 74.2 75.3 74.7 76.5 75.9 74.1 90.0 107.7 74.5 75.0 75.0 76.5 120037 76.0 l 13002 74.5 90.6 108.2 74.5 75.0 74.8 76.5 l
| |
| 1400 75.3 75.1 90.9 108.5 74.6 75.2 75.2 74.2 3 1500 75.4 75.3 91.2 108.7 74.8 75.2 75.4 74.2 E i 1600 75.5 75.5 91.3 108.7 74.9 75.3 75.5 74.3 l 1700 75.5 75.6 91.5 108.7 75.0 75.4 75.4 74.3 1800 75.6 75.6 91.7 108.7 75.1 75.4 75.4 74.2 1900 75.5 75.5 91.9 108.8 75.0 75.5 75.3 74.3 2000 75.4 75.2 91.9 108.9 74.8 75.5 75.1 73.7 2100 75.3 75.0 92.2 109.0 74.8 75.5 75.1 73.5 E 2200 75.3 74.8 92.0 109.0 74.5 75.5 75.1 73.5 3 2230 75.0 74.5 91.7 108.7 74.5 75.5 75.1 73.5 2400 75.1 74.2 91.5 108.5 74.4 75.1 75.1 73.5 l
| |
| i'/Instruments zeroed to ground truth data
| |
| * I, i
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| l I' l I!
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| l I
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| I I
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| TABIE 216 HOUPLY WATER TEMPERATURE (*F) DATA, QUAD-CITIES STATION, SEPTEMBER 3, 1980 Cooling I Time Upstream Intake Canal Cold End Discharge A Downstream Sensors B C D 0100 75.0 74.0 91.2 108.2 74.2 75.2 75.4 73.4 0200 75.0 73.9 91.1 108.0 74.3 75.0 75.5 73.5 I 0300 0400 0500 75.0 75.0 75.0 73.7 73.7 73.6 91.0 90.6 90.4 107.8 107.5 107.5 74.2 74.3 74.3 74.9 75.2 75.5 75.5 75.7 76.0 73.8 73.8 74.1 0600 75.1 73.6 90.0 107.2 74.5 75.4 75.8 74.3 I 0700 0800 0900 75.1 75.1 75.1 73.6 73.7 73.7 89.9 89.7 91.0 106.9 95.5 99.3 74.5 74.4 74.4 75.2 75.0 75.0 75.8 75.5 75.5 74.2 74.2 74.6 1000 75.3 74.0 93.6 102.9 74.6 75.0 75.5 74.7 1100 75.3 74.5 95.5 105.3 74.7 75.5 75.5 74.8 1200 75.5 74.9 90.0 104.3 74.9 75.2 75.5 74.9 1300 75.5 75.2 91.3 102.0 75.0 75.0 75.5 75.0 I 1400 1500 1600 75.5 75.6 75.7 75.5 76.0 76.2 93.9 95.5 94.7 104.5 105.8 106.5 75.1 75.3 75.4 75.0 74.9 75.4 75.6 75.4 75.6 75.1 75.0 75.0 I 1700 1800 1900 75.5 75.7 75.5 76.2 76.0 75.8 93.6 94.7 95.5 104.2 104.7 105.5 75.4 75.5 75.2 75.5 75.5 75.3 75.5 75.5 75.4 75.0 75.0 74.7 2000 75.5 75.6 95.3 106.0 75.1 75.2 75.3 74.3 l I 2100 2200 2300 75.4 75.2 75.2 75.4 75.0 74.8 94.2 94.2 94.6 104.9 104.6 104.8 74.9 74.7 74.5 75.0 74.9 74.9 75.0 74.9 74.9 74.0 74.0 73.8 l
| |
| 2400 75.1 75.4 94.5 105.0 74.5 75.0 75.2 73.8 lI
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| 'I I
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| I I
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| I I
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| TABLE 217 HOURI.Y WATER TEMPERATURE ( F) DATA, QUAD-CITIES STATION, SEPTEMBER 4, 1980 Cooling Canal Cold Downstream Sensors Time Upstream Intake End Discharge A B C D 0100 75.0 74.3 93.5 104.2 74.3 75.0 75.2 73.7 0200 74.9 74.0 93.5 104.0 74.3 75.0 75.2 73.7 0300 74.9 73.7 93.7 103.9 74.2 75.0 75.5 73.8 0600 75.1 73.7 93.2 103.9 73.9 75.2 75.7 74.4 0500 75.4 73.6 92.6 103.8 73.9 75.1 75.7 74.7 0600 75.6 73.4 92.3 103.0 73.9 74.9 75.9 75.4 5 0700 75.7 73.4 92.0 103.2 73.9 74.9 75.8 75.5 5 0800 75.5 73.4 92.0 103.0 74.0 74.9 75.5 75.5 0900 75.5 73.5 92.1 103.0 74.1 75.4 75.6 75.6 g 1000 75.4 73.7 91.9 99.5 74.5 75.5 75.6 75.9 1100 75.3 74.3 92.0 99.3 74.8 75.9 75.8 75.7 5 1200 75.3 74.3 91.9 98.7 74.9 76.0 75.7 75.5 1300 75.4 74.5 91.8 98.8 75.0 76.0 75.7 75.5 1400 75.3 74.7 91.3 98.5 75.0 76.0 75.7 75.5 l
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| m 1500 75.5 74.7 89.8 97.9 75.0 76.0 75.4 75.4 1600 75.3 74.8 89.3 97.3 75.0 76.0 75.2 75.1 E 1700 75.5 75.4 75.0 89.4 97.6 75.1 76.1 75.2 75.1 g 1800 74.9 89.5 97.5 75.0 76.2 75.2 75.0 1900 75.3 74.8 89.4 97.7 74.8 76.0 75.1 74.8 2000 75.1 74.5 89.0 97.3 75.4 75.8 74.8 74.5 2100 75.0 74.2 88.5 96.9 74.5 75.8 74.6 74.3 2200 74.9 74.0 88.3 96.8 74.1 75.7 74.5 74.1 2300 74.7 73.7 88.0 96.4 74.1 75.7 74.5 74.0 2400 74.7 73.5 87.7 96.3 74.0 75.5 74.5 74.1 l I I
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| I TABLE 218 HOURLY WATER TEMPERATURE (*F) DATA, QUAD-CITIES STATION,
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| , SEPTEMBER 5,1980 Cooling Canal Cold Downstream Sensors Time Upstream Intake End Discharge A B C D 0100 74.6 73.3 87.5 95.9 73.8 75.5 74.5 74.1 0200 74.4 73.0 87.0 95.7 73.8 75.3 74.5 74.1 0300 74.5 72.9 86.5 95.1 73.7 75.1 74.7 74.0 I P400 0500 0600 74.4 74.4 74.4 72.7 72.7 72.6 86.1 85.9 85.5 95.1 94.7 94.8 73.7 73.6 73.6 74.8 75.0 75.0 74.8 75.0 75.0 74.2 74.2 74.3 I 0700 0800 0900 74.5 74.4 74.4 72.6 72.6 72.5 85.1 84.8 84.6 94.4 94.3 94.4 72.7 73.7 73.5 75.0 75.3 75.5 75.0 75.0 75.5 74.5 74.5 74.3
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| ~1000 74.4 72.6 84.5 94.5 73.7 75.2 74.9 74.4 I 1100 1200 1300 74.6 74.7 74.8 72.8 73.3 73.6 84.5 84.9 85.5 94.5 94.9 95.4 73.8 74.1 74.2 75.3 75.5 75.6 74.9 74.9 75.0 74.4 74.2 74.5 I 1400 1500 1600 75.0 75.0 75.0 74.0 74.3 74.5 86.2 87.0 87.5 96.0 96.5 96.8 74.4 74.5 74.5 75.8 75.8 75.5 75.0 75.0 75.2 74.7 74.7 74.8 1700 75.1 74.5 88.0 97.2 74.7 75.8 75.2 74.8 I 1800 1900 2000 75.2 75.2 75.0 74.7 74.5 74.4 88.5 88.5 88.5 97.7 97.6 97.7 74.7 74.5 74.5 75.8 75.8 75.2 75.0 74.6 74.5 75.5 74.9 74.3 I 2100 2200 2300 75.0 75.0 74.8 74.0 74.0 73.8 88.5 88.5 88.5 97.7 97.5 97.5 74.4 74.2 74.2 75.5 75.5 75.3 74.6 74.6 74.5 74.0 74.0 73.8 2400 74.5 73.5 88.3 97.5 73.9 75.1 74.5 73.8
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| I TABLE 219 I
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| HOURLY WATER TEMPERATI'RE (*F) DATA, QUAD-CITIES STATION, SEPTEMBER 6, 1980 Cooling I
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| Canal 3 Cold Downstream Sensors g Time Upstream Intake End Discharge A B C D 0100 74.5 73.3 88.0 97.3 73.9 75.0 74.5 73.8 0200 74.3 73.0 88.0 97.0 73.8 75.0 74.5 73.8 0300 74.5 72.8 87.8 96.9 73.8 75.0 74.5 73.9 0400 74.4 72.8 87.6 96.8 73.7 75.0 75.0 74.2 0500 74.4 72.7 87.3 96.4 73.7 74.8 75.2 74.5 0600 74.3 72.7 37.0 96.2 73.7 74.9 75.2 74.8 0700 75.4 72.6 86.7 96.3 73.9 74.9 75.5 75.0 E 0800 74.5 72.6 86.3 96.0 73.7 74.9 75.5 75.1 3 0900 74.4 72.6 86.1 96.0 73.8 74.8 75.3 75.2 1000 74.8 73.2 86.7 96.2 74.2 75.5 75.6 75.2 1100 74.9 73.4 87.4 96.3 74.5 75.5 75.6 75.3 1200 75.0 74.0 88.0 97.2 74.7 75.7 75.5 75.5 1300 75.3 74.5 88.5 97.5 75.0 75.9 75.9 75.8 1400 75.5 75.0 89.0 98.0 75.2 76.1 76.0 76.0 g 1500 75.6 75.3 89.2 98.5 75.4 76.5 76.0 76.0 5 1600 75.5 75.4 89.3 98.2 75.4 76.5 76.0 76.0 1700 75.7 75.4 89.5 98.5 75.5 76.5 76.0 76.0 m 1800 75.5 75.2 89.2 98.1 75.4 76.3 75.7 75.8 1900 75.5 75.2 89.0 98.0 75.4 76.3 75.7 75.7 E 2000 75.5 75.0 89.0 98.0 75.2 76.0 75.5 75.5 2100 75.4 74.8 88.8 97.9 75.0 76.0 75.5 75.5 E 2200 75.2 74.6 88.5 97.8 74.9 75.8 75.4 75.5 5 2300 75.2 74.5 88.7 97.7 74.9 75.8 75.4 75.5 2400 75.1 74.4 88.3 97.5 74.7 75.8 75.7 75.3 I
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| TABLE 220 HOURLY WATER TEMPERATURE ('F) DATA, QUAD-CITIES STATION, SEPTEMBER 7, 1980 Cooling Canal Cold Downstream Sensors
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| , Tire Upstream Intake End Discharge A B C D 0100 75.0 74.1 88.0 97.3 74.5 75.5 75.6 75.3 0200 74.9 74.0 87.7 96.0 74.5 75.5 75.7 75.3 0300 74.9 73.8 87.5 95.5 74.4 75.5 76.0 75.5 0400 74.9 73.8 87.4 95.3 74.4 75.7 76.0 75.5 0500 75.0 73.7 86.9 93.8 74.7 75.5 76.6 75.5 I 4 0600 0700 0800 75.0 75.0 75.0 73.7 73.5 73.5 86.7 85.4 84.9 92.7 91.8 91.5 74.6 74.5 74.8 75.5 75.5 75.5 76.0 75.8 75.8 75.4 75.4 75.3 I 75.1 0900 73.5 84.7 92.2 74.7 75.5 75.7 74.7 1000 75.0 73.7 84.0 92.7 74.7 75.5 75.7 75.2 1100 75.2 74.0 83.7 92.7 74.8 75.6 75.7 75.3 1200 75.2 74.5 83.6 92.9 74.9 75.6 75.7 75.6 i
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| I 1300 1400 1500 75.5 75.5 75.6 74.7 75.0 75.5 84.0 84.7 85.5 93.3 94.0 94.5 75.2 75.2 75.5 75.8 76.0 76.2 75.9 75.9 76.0 75.9 75.9 75.9 l 1600 75.6 75.6 86.0 95.2 75.5 76.2 76.0 75.9
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| ! 1700 75.7 75.7 86.2 95.4 75.5 76.3 75.8 75.7 l 1800 75.6 75.6 86.7 95.8 75.5 76.3 75.7 75.6
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| .1900 75.5 75.5 87.0 96.0 75.4 76.0 75.5 75.4 lI 2000 2100 2200 75.3 75.3 75.1 75.2 75.0 74.6 87.3 87.5 87.7 96.3 96.3 96.4 75.1 75.0 74.9 75.9 76.0 75.8 75.4 75.3 74.9 75.2 74.9 74.7 2300 75.0 74.5 87.7 96.5 74.7 75.8 74.8 74.6 2400 75.0 74.3 87.7 96.5 74.5 75.6 75.0 74.7 I
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| I TABII 221 HOURI.Y WATER TEMPERATURE (*F) DATA, QUAD-CITIES STATION, SEPTEMBER 8, 1980 Cooling I
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| Canal Cold Downstream Sensors Time Upstream Intake End Discharge A B C D 0100 74.7 74.0 87.5 96.2 74.4 75.5 75.0 74.7 0200 74.7 73.8 87.3 96.4 74.3 75.5 75.0 74.9 0300 74.7 73.7 87.1 96.1 74.3 75.5 75.5 75.0 0400 74.7 73.5 86.9 96.0 74.2 75.5 75.5 75.1 .E 0500 74.7 73.5 86.5 96.0 74.2 75.5 75.7 75.4 5 0600 74.7 73.5 86.3 96.0 74.3 75.5 75.7 75.3 0700 75.0 73.5 86.2 96.2 74.5 75.5 75.7 75.5 g 0800 74.9 73.4 86.0 96.0 74.5 75.6 75.7 75.5 0900 75.0 73.7 86.2 96.0 74.7 75.6 75.6 75.5 5 1000 75.2 74.0 86.3 96.3 74.7 75.7 75.7 75.5 1100 75.2 74.3 87.0 96.8 74.9 75.9 75.0 75.5 E 1200 75.4 75.8 87.8 97.3 75.2 76.0 75.0 75.5 E 1300 75.5 75.3 88.5 98.0 75.3 76.2 76.1 75.6 1400 75.7 75.6 89.5 98.5 75.5 76.4 76.4 75.9 1500 76.0 76.0 90.3 99.2 75.7 76.7 76.4 76.0 1600 76.1 76.2 91.0 99.9 76.0 76.7 76.4 76.1 1700 76.1 76.5 91.4 100.0 76.0 76.7 76.5 76.4 1800 76.1 76.5 91.5 100.3 76.0 76.7 76.5 76.4 5 1900 76.1 76.2 91.8 100.5 76.0 76.5 76.3 76.4 5 2000 76.1 76.1 92.0 100.5 76.0 76.5 76.3 76.3 2100 76.0 76.0 92.0 100.5 75.9 76.5 76.2 76.0 g 2200 75.8 75.8 92.2 100.7 75.7 76.5 76.2 76.0 5 2300 75.7 75.5 92.0 100.0 75.5 76.3 76.2 75.9 2400 75.7 75.5 91.7 100.1 75.5 76.1 76.2 76.0 I
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| TABLE 222 HOURLY k'NfER TEMPERATURE (*F) DATA, QUAD-CITIES STATION, SEPTEMBER 9, 1980 I Cooling Canal Cold Downstream Sensors Time Upstream Intake End Discharge A B C D 0100 75.7 75.2 91.5 100.0 75.5 76.2 76.5 76.2 0200 75.7 I 0300 0400 75.7 75.8 75.1 75.1 75.1 91.2 91.0 90.8 99.7 99.5 99.2 75.5 75.5 75.5 76.2 76.0 76.0 76.5 77.1 77.5 76.2 76.5 77.0 0500 75.9 75.0 90.2 99.2 75.6 76.1 77.5 76.5 I 0600 0700 0800 76.1 76.0 76.0 75.0 75.0 75.2 89.9 89.7 89.5 98.8 98.7 98.4 75.5 75.8 75.8 76.1 76.4 76.5 77.6 77.5 77.5 77.0 77.2 77.2 0900 76.0 75.3 89.0 98.4 76.0 76.5 77.5 77.2 1000 76.1 75.5 88.5 98.0 76.0 76.5 77.5 77.2 1100 76.1 75.7 88.0 98.0 76.0 76.7 77.3 77.2 1200 76.2 75.8 87.7 97.8 76.4 76.7 77.1 77.1 1300 U 76.2 76.0 87.6 97.7 76.3 76.7 77.9 77.1 1400 76.1 76.1 87.5 97.7 76.3 76.8 77.0 77.0 1500 76.3 76.3 87.5 97.7 76.5 77.0 77.0 77.0 I 1600 1700 1800 76.5 76.4 76.2 76.5 76.5 76.2 87.5 87.0 86.2 97.7 97.5 97.0 76.5 76.5 76.3 77.0 76.8 76.8 76.9 76.7 76.7 76.9 76.7 76.5 1900 76.1 76.1 86.0 96.8 76.2 76.7 76.5 76.3 2000 76.0 75.5 85.5 96.5 75.9 76.5 76.3 76.0 2100 75.7 75.3 85.2 96.0 75.7 76.0 76.0 75.7 2200 75.5 75.0 85.0 95.8 75.4 76.0 75.7 75.4 I 2300 2400 75.5 75.4 74.7 74.4 84.5 84.3 95.5 95.2 75.1 75.0 75.5 75.5 75.5 75.5 75.1 74.8 Instruments zeroed to ground truth data I
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| I TABLE 223 HOURLY WATER TEMPERATURE ( F) DATA, QUAD-CITIES STATION, SEPTEMBER 10, 1980 Cooling I
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| Canal Cold Downstream Sensors Time Upstream Intake End Discharge A B C D I 0100 75.2 74.0 84.0 94.9 74.7 75.5 75.5 74.6 l
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| 0200 75.0 73.7 83.6 94.5 74.7 75.5 75.3 74.5 0300 75.0 73.5 83.5 94.3 74.5 75.5 75.2 74.5 0400 74.8 83.5 83.2 94.3 74.4 75.5 75.2 74.5 0500 74.8 83.2 82.9 94.0 74.2 75.5 75.2 74.5 0600 74.8 73.0 82.7 93.8 74.2 75.5 75.0 74.4 0700 74.9 73.0 32.3 93.4 74.1 75.2 74.7 74.0 0800 74.6 72.8 82.0 93.4 73.9 75.2 74.6 73.9 0900 74.6 72.8 82.2 93.5 74.0 75.4 74.5 73.6 1000 74.6 73.0 82.4 93.5 74.0 75.4 74.5 73.5 1100 74.7 73.3 82.8 93.8 74.0 75.4 74.5 73.6 1200 74.5 73.3 83.0 94.0 74.0 75.0 74.4 73.5 l
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| m 1300 74.8 73.5 83.4 94.4 74.1 75.5 74.3 73.6 1400 74.7 73.6 83.7 94.7 74.0 75.6 74.3 73.5 1500 74.7 73.8 83.9 95.0 74.2 75.6 74.3 73.6 1600 74.6 73.8 84.3 95.0 74.1 75.6 74.3 73.5 1700 74.7 73.8 84.4 95.2 74.1 75.6 74.2 73.5 1800 74.6 73.8 84.4 95.0 74.0 75.5 74.2 73.3 1900 74.7 73.5 84.4 95.0 73.9 75.4 74.0 73.1 2000 75.6 73.4 84.2 106.5 73.7 75.2 73.7 72.9 2100 74.5 73.1 83.8 105.3 73.7 75.4 73.9 72.8 2200 74.4 72.6 83.0 104.0 73.6 75.2 73.9 72.8 2300 74.4 72.5 82.6 103.3 73.5 75.2 74.4 72.8 2400 74.4 72.3 81.8 102.4 73.4 75.3 74.5 73.0 I
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| E TABI.E 224 HOURLY WATER TEMPERATURE (*F) DATA, QUAD-CITIES ST/? ION, I SEPTEMBER 11, 1980 I Cooling Canal Cold Downstream Sensors Time Upstream Intake End Discharge A B D I
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| C 0100 74.5 72.3 81.5 102.2 73.5 75.3 75.0 73.4 0200 74.4 72.1 80.5 101.5 73.5 75.4 75.0 73.6 I 0300 0400 0500 74.5 74.5 74.5 72.1 72.0 72.1 83.7 86.3 86.5 101.5 104.5 105.5 73.7 73.7 74.0 75.2 75.2 75.5 75.3 75.4 75.5 74.1 74.3 74.5 I 0600 0700 0800 74.5 74.7 74.7 72.1 72.2 72.3 85.7 85.3 85.0 105.3 105.0 104.7 74.0 74.0 74.0 75.8 75.8 75.5 75.5 75.5 75.1 74.5 74.5 74.3 0900 74.6 72.5 84.8 104.5 73.8 74.4 74.0 74.1 I- 1000 1100 74.6 74.6 72.5 72.8 84.8 86.3s 104.5 105.0 73.8 74.0 75.5 75.5 74.8 74.5 73.9~
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| 73.8 1200 74.7 73.0 87.7 106.2 74.0 75.4 74.5 73.8 I 1300 1400 1500 74.5 74.5 74.6 73.2 73.2 73.4 88.4 88.6 88.8 106.5 107.0 107.0 73.7 73.7 73.8 75.0 75.0 75.0 74.4 74.4 74.2 73.5 73.5 73.5 1600 74.5 73.4 89.0 107.2 73.8 75.0 73.9 73.2 I 1700 1800 74.5 74.4 74.2 73.3 73.2 72.9 89.0 89.2 107.4 107.5 73.7 73.5 74.9 74.8 73.9 73.7 73.0 73.0 1900 89.5 107.5 73.5 74.8 73.7 72.9 I 2000 2100 2200 74.2 74.2 74.0 72.7 72.5 72.3 89.9 89.9 90.0 107.7 107.5 107.5 73.5 73.3 73.2 74.8 74.6 74.5 73.5 73.5 73.4 72.7 72.5 72.4 2300 73.8 72.0 73.0 I .
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| 2400 73.9 71.8 89.C 89.3 107.5 107.3 73.0 74.5 74.1 73.5 73.5 72.4 72.5 I
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| TABLE 225 I
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| HOURLY WATER TEMPERATURE ('F) DATA, QUAD-CITIES STATION, SEPTEMBER 12, 1980 Cooling I
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| Canal Cold Downstream Sensors Time Upstream Intake End Discharge A B C D 0100 73.8 71.7 89.7 107.2 72.7 74.0 74.0 72.7 0200 74.0 71.6 89.6 107.2 72.7 74.3 74.2 72.7 0300 73.9 71.5 89.5 107.0 72.8 74.3 74.3 73.0 3 0400 74.0 71.5 89.3 106.8 72.8 74.0 74.3 73.3 3 0500 74.0 71.4 89.1 104.5 72.8 74.0 74.2 73.6 0600 74.0 71.5 89.2 105.1 73.0 74.1 74.1 73.6 0700 74.0 71.5 88.9 106.3 73.1 74.2 74.1 73.5 0800 73.8 71.5 88.9 106.3 73.0 74.2 73.8 73.1 0900 73.9 71.6 89.0 106.3 72.9 74.0 73.5 72.8 1000 73.8 71.6 88.9 106.5 72.9 73.9 73.5 72.8 1100 74.0 71.7 89.4 106.8 72.8 73.8 73.3 72.3 1200 74.0 72.1 89.0 107.0 73.0 74.0 73.3 72.5 1300 74.0 72.2 89.4 106.9 73.0 74.0 73.2 72.5 1400 74.0 72.4 90.5 107.6 73.0 74.0 73.2 72.7 1500 74.0 72.5 91.3 108.4 73.1 74.0 73.2 72.5 1600 74.0 72.7 91.3 108.5 73.1 74.3 73.0 72.5 1700 74.0 72.5 91.5 108.5 73.0 74.2 73.0 72.5 E 1800 74.0 72.5 91.9 109.3 73.0 74.0 72.7 72.4 5 1900 74.0 '/ 2.5 92.3 108.4 73.0 74.0 73.7 73.3 2000 73.9 72.2 92.0 107.0 72.9 73.9 73.5 73.2 2100 73.8 72.0 92.5 105.7 72.7 74.0 73.5 72.8 2200 73.7 72.0 92.6 105.7 72.5 73.8 73.5 72.6 2300 73.5 71.5 92.7 105.7 72.4 73.8 73.5 71.5 2400 73.5 71.2 92.0 105.5 71.8 73.0 72.8 71.5 I
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| TABLE 226 HOURLY WATER TEMPERATURE ('F) DATA, QUAD-CITIES STATION, SEPTEMBER 13, 1980 I Cooling Canal Cold Downstream Sensors Time Upstream Intake End Discharge A B C D 0100 73.5 71.2 91.7 105.4 72.0 73.0 73.8 71.7 0200 73.2 70.8 91.0 105.0 72.0 73.0 72.7 71.9 0300 73.0 70.8 90.4 105.0 72.0 73.4 73.2 72.1 0400 73.2 70.6 89.5 104.0 72.3 73.4 73.2 72.3 0500 73.2 70.5 89.0 103.7 72.3 73.4 73.2 72.5 0600 73.2 70.5 89.0 103.7 72.4 73.4 73.2 72.5 0700 73.1 70.5 88.7 103.5 72.3 73.2 72.8 72.6 0800 73.1 70.6 89.0 103.7 72.5 73.4 72.9 72.6 0900 73.4 70.8 89.2 103.9 72.5 73.8 72.9 72.2 I 1000 1100 73.2 73.4 71.2 71.5 89.7 90.0 104.0 104.7 72.3 72.5 73.8 73.5 73.0 73.0 72.0 72.0 1200 73.4 71.7 90.3 105.0 72.8 73.5 72.9 72.0 1300 73.5 72.0 90.7 105.5 72.8 73.5 72.8 72.0 1400 73.5 72.4 91.2 105.7 72.8 73.5 72.3 72.0 1500 73.6 72.5 91.5 106.0 73.0 73.6 71.9 72.0 1600 73.6 72.4 92.0 106.4 73.0 74.0 72.3 72.0
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| 1700 1800 73.5 73.5 72.5 72.7 92.0 72.5 106.7 106.7 73.1 82.8 74.1 74.0 72.6 72.6 72.1 72.0 1900 73.5 72.4 92.6 106.7 72.8 73.5 72.6 72.0 l 2000 73.5 72.4 92.4 106.6 72.4 73.8 72.7 71.7 2100 73.3 72.1 92.4 106.6 72.4 73.8 72.7 71.7 2200 73.3 71.8 92.2 106.5 72.5 74.0 73.0 71.8 2300 73.3 71.5 91.8 106.4 72.5 74.0 73.3 72.0 l 2400 73.4 71.6 91,6 106.3 72.7 74.0 73.6 72.4 l -
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| TABI.E 227 HOURLY WATER TEMPERATURE ('F) DATA, QUAD-CITIES STATION, SEPTEMBER 14, 1980 Cooling I
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| Canal Cold Downstream Sensors 3
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| Time Upstream Intake End Discharge A B C D 3
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| 0100 73.5 71.9 91.2 106.2 72.7 74.0 73.8 72.4 0200 73.5 72.4 90.7 105.6 73.0 74.2 73.8 72.5 0300 73.5 71.8 90.3 105.4 72.9 74.4 73.8 72.7 0400 73.5 71.7 89.7 105.0 73.0 74.2 73.7 72.7 0500 73.5 71.8 89.0 104.7 72.8 74.0 73.5 72.8 0600 73.5 72.0 88.7 104.4 72.8 73.8 73.3 72.6 0700 73.5 71.8 88.4 104.2 72.8 73.5 73.0 72.5 0800 73.2 71.5 87.9 103.7 72.5 73.5 72.7 72.4 0900 73.2 71.5 87.8 103.7 72.4 73.9 72.5 72.0 1000 73.0 71.3 87.5 103.5 72.1 73.5 72.3 71.6 1100 73.0 71.5 87.7 103.6 72.0 73.2 72.2 71.5 1200 72.8 71.0 87.5 103.5 71.8 73.0 72.0 71.0 1300 72.8 70.7 87.4 103.0 71.6 73.3 71.8 70.7 1400 72.6 70.5 87.2 102.9 71.7 73.3 71.5 70.5 1500 72.5 70.5 87.3 102.9 71.5 73.2 71.4 70.3 1600 72.5 70.2 87.0 102.7 71.3 73.0 71.2 70.2 1700 72.4 70.1 87.0 102.5 71.3 72.6 71.1 70.1 g 1800 72.5 69.9 86.9 102.5 71.1 72.7 71.1 70.0 1900 72.3 69.0 86.8 102.4 71.0 73.0 71.1 69.9 5 2000 72.2 69.5 86.5 102.0 70.7 72.8 71.1 69.9 2100 72.0 69.2 86.4 102.0 70.7 72.8 71.1 70.0 2200 72.0 69.0 86.0 102.1 70.6 72.5 71.0 70.0 l 2300 71.9 69.0 85.7 101.8 70.5 72.4 71.0 69.8 2400 72.0 68.8 85.5 101.7 70.5 72.4 71.0 69.7 l
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| I l TABLE 228 HOURLY WATER TEMPERATURE ('F) DATA, QUAD-CITIES STATION, SEPTEMBER 15, 1980 I Cooling Canal Cold Downstream Sensors Time Upstream Intake End Discharge A B C D 0100 /2.0 68.5 85.4 101.4 70.5 72.5 71.0 69.5 I 0200 0300 0400 71.8 72.0 71.8 68.5 68.5 68.3 85.1 85.0 84.9 101.5 102.0 102.0 70.4 70.5 70.3 73.0 73.0 73.0 71.0 71.0 71.0 69.5 69.5 69.5 0500 71.8 68.0 84.7 102.2 70.3 72.8 70.8 69.5 0600 71.5 68,0 84,7 102.4 70.1 72.8 70.5 69.5 0700 71.7 67.9 84.7 102.5 70.0 73.0 70.5 69.5 0800 71.5 67.7 84.5 102.6 69.9 72.9 70.1 69.2 0900 71.5 67.7 84.6 102.9 69.9 72.7 70.1 68.9 1000 71.5 67.7 85.1 103.1 69.8 72.6 70.1 68.7 1100 71.5 67.7 85.3 103.5 69.8 72.5 70.0 58.7 1200 71.3 67.7 85.6 103.7 69.8 72.3 69.9 68.7 1300 71.4 67.* 86.0 104.2 69.8 72.4 70.0 68.9 1400 71.4 67.8 86.4 104.5 69.7 72.4 70.0 68.8 1500 71.4 67.8 86.5 104.8 69.7 72.3 70.0 68.8 I 1600 1700 1800 71.3 71.3 71.3 67.7 67.7 67.7 86.7 87.0 87.2 105.1 105.5 105.5 69.7 69.7 69.7 72.3 72.3 72.3 70.1 70.0 70.0 68.7 68.6 68.4 1900 71.3 67.6 87.2 105.7 69.5 72.3 70.0 68.5 2000 71.3 67.4 87.2 105.8 69.5 72.2 69.9 68.4 2100 71.3 67.3 87.4 105 8 69.5 72.3 70.0 68.4 l
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| 2200 71.2 67.5 87.5 105.8 69.4 72.3 70.0 68.4
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| !E 2300 71.2 67.0 87.4 105.5 69.3 72.3 70.1 68.5
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| .E 2400 71.3 67.0 87.7 105.7 69.4 72.3 70.4 68.7 I
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| TABLE 229 HOURLY WATER TE.TERATURE (*F) DATA, QUAD-CITIES STATION, SEPTUfBER 16, 1980 Cooling Canal Cold Downstream Sensors Time Upstream Intake End Discharge A B C D 0100 71.2 66.9 87.6 105.7 69.5 72.4 70.4 69.0 1
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| 0200 71.2 66.8 87.6 105.6 69.5 72.4 70.5 69.1 0300 71.2 66.9 87.5 105.5 69.5 72.5 70.7 68.4 0400 71.3 67.0 87.6 105.5 69.8 72.7 70.7 69.2 0500 71.4 67.1 87.7 105.7 69.8 72.7 70.6 68.7 0600 71.4 67.1 87.9 105.7 69.8 72.7 70.5 69.2 0700 71.4 67.3 88.2 105.9 69.9 72.6 70.4 68.5 0800 71.2 67.2 88.3 106.4 69.9 72.6 70.1 68.7 0900 71.2 67.5 88.7 106.6 69.9 72.5 70.0 68.1 1000 71.3 67.5 89.0 107.0 69.7 72.5 69.9 68.6 1100 71.4 67.7 89.3 107.0 69.7 72.5 69.9 68.4 1200 71.5 67.6 89.5 107.3 69.8 72.5 69.7 68.5 1300 71.4 67.6 89.7 107.5 69.7 72.2 69.5 68.4 1400 71.5 67.6 89.4 107.0 69.5 72.0 69.5 68.4 1500 71.5 67.2 88.8 106.0 69.2 71.7 69.3 68.0 1600 71.2 67.3 88.0 106.6 69.3 71.8 69.3 68.0 1700 71.0 66.8 87.5 106.5 69.2 71.8 69.0 67.5 1800 71.0 67.0 86.8 105.7 68.7 71.5 69.0 67.7 1900 71.0 66.3 86.5 105.5 68.6 71.5 68.8 67.5
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| ?000 70.8 66.0 85.8 105.1 68.6 71.5 68.8 67.4
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| 'ziOO 70.7 66.0 85.5 104.5 68.5 71.3 68.7 67.3 2200 70.5 65.5 85.1 104.3 68.5 71.4 68.7 67.4 2300 70.2 65.5 85.1 104.0 68.1 71.5 68.6 67.4 2400 70.1 65.3 84.8 104.0 68.1 71.4 68.5 67.4 I
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| I TABLE 230 HOURLY WATER TEMPERATURE ( F) DATA, QUAD-CITIES STATION, SEPTEMBER 17, 1980 Cooling Canal Cold Downstream Sensors Time Upstream Intake End Discharge A B C D 0100 70.1 65.0 84.6 103.8 68.1 71.3 68.4 67.3 0200 70.1 65.2 84.4 103.5 68.0 71.3 68.0 66.9 0300 70.1 64.9 84.3 103.5 68.0 71.3 68.0 66.7 0400 70.0 64.9 83.9 103.1 67.7 71.1 67.7 66.0 0500 69.9 64.6 83.6 102.8 67.5 70.9 67.5 66.2 0600 69.8 64.3 83.3 102.0 67.5 70.9 67.2 66.0 0700 69.7 64.0 83.2 101.8 67.3 70.8 67.1 65.5 0800 69.4 63.7 83.0 101.8 66.9 70.6 66.9 65.2 0900 69.4 63.7 83.0 101.6 66.8 70.5 66.7 64.7 1000 69.4 63.7 83.4 101.3 66.8 70.5 66.5 64.7 1100 69.4 64.0 83.7 102.0 66.8 70.4 66.4 64.7 1200 69.4 64.2 84.0 102.2 66.8 70.5 66.4 64.7 1300 69.5 64.2 84.2 102.5 66.8 70.4 66.5 64.8 1400 2/ 65.0 65.2 86.3 102.7 64.7 64.8 65.5 63.3 1500 65.0 65.5 36.5 102.9 64.8 64.7 65.5 63.2 1600 65.1 65.5 36.8 103.1 64.9 64.8 65.5 63.2 1700 65.0 65.3 d6.9 103.2 64.9 64.9 65.5 63.1 1800 65.0 65.3 87.0 103.4 64.8 64.8 65.4 63.0 1900 65.0 65.0 87.0 103.4 64.6 64.6 65.3 63.0 2000 64.9 65.0 87.0 103.2 64.5 64.5 65.3 62.9 2100 64.9 64.5 86.9 103.0 64.4 64.5 65.4 62.9 2200 64.6 64.2 86.6 102.8 64.2 64.4 65.5 62.9 2300 64.6 64.0 86.5 102.4 64.1 64.4 65.8 62.9 2400 64.6 63.9 86.1 102.3 64.1 64.4 66.2 63.1 2/ Instuments zerced to ground truth data -
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| I TABLE 231 HOURLY WATER TEMPERATURE (*F) DATA, QUAD-CITIES STATICN, j SEPTEMBER 18, 1980 Cooling Canal Cold Downstream Sensors Time Upstream Intake End Discharge T B C D 0100 64.7 63.8 86.1 102.2 64.2 64.5 66.5 63.4 0200 64.9 63.7 86.0 102.0 64.5 64.7 66.9 63.7 l 0300 65.0 64.0 86.0 100.3 64.5 65.0 67.1 64.0 0400 65.0 64.0 85.7 99.0 64.6 65.0 67.1 64.1 l 0500 65.0 63.9 85.6 99.9 64.8 64.9 67.0 64.3 0600 65.0 63.8 85.5 100.5 64.8 64.9 66.9 64.3 0700 65.0 64.0 85.5 101.0 64.9 65.0 66.7 64.0 0800 65.0 64.3 85.5 101.3 64.9 65.0 66.4 63.9 0900 65.2 64.3 85.6 101.3 64.9 65.0 66.2 63.9 1000 65.2 64.5 85.5 101.8 65.0 65.0 65.0 63.8 i
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| 1100 65.2 64.6 84.9 101.3 64.9 65.0 65.8 63.5 1200 65.2 65.0 85.4 101.5 65.0 64.9 65.8 63.5 1300 65.3 65.3 86.5 102.5 65.0 65.0 65.7 63.6 g 1400 65.3 65.5 87.2 103.1 65.0 65.0 65.7 63.5 E 1500 65.4 65.8 88.1 104.0 65.2 65.0 65.7 63.7
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| ! 1600 65.4 66.4 88.8 104.5 65.2 65.0 65.7 63.7 l
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| 1700 65.4 66.0 89.2 104.5 65.2 65.0 65.7 63.7 1800 65.3 66.0 89.5 104.9 65.0 65.0 65.6 63.7 1900 65.3 65.5 89.7 104.7 65.0 65.0 65.6 63.5 2000 65.1 65.1 90.0 104.8 64.9 64.9 65.7 63.3 2100 65.1 65.1 90.1 105.0 64.9 64.8 65.7 63.3 i 2200 65.0 65.0 90.2 105.0 64.7 64.7 65.8 63.4 2300 65.0 64.8 90.2 105.0 64.7 64.8 66.1 63.4 2400 65.1 64.9 90.0 105.0 64.7 64.9 66.3 63.5 I
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| 4 TABLE 232 Il0URLY WATER TEMPERATURE (*F) DATA, QUAD-CITIES STATION, SEPTEMBER 19, 1980 I Cooling Canal Cold Downstream Sensors Time Upstream Intake End Discharge A B C D 0100 65.1 64.7 89.8 104.7 64.7 64.8 66.7 63.8 0200 65.3 64.7 89.5 104.4 64.9 65.0 66.9 64.0 0300 65.3 64.5 89.2 104.4 65.0 65.1 67.0 64.2 0400 65.4 64.4 88.9 104.0 65.1 65.3 67.1 64.4 0500 65.5 64.7 88.4 103.9 65.2 65.3 67.1 64.4 0600 65.5 64.7 88.0 103.5 65.4 65.3 66.9 64.6 0700 65.5 64.6 87.8 103.5 65.2 65.2 66.8 64.5 0800 65.4 64.6 87.7 103.4 65.1 65.1 66.5 64.3 0900 65.5 64.8 I 1000 1100 65.5 65.5 65.4 65.4 87.7 87.9 88.7 103.4 103.4 103.8 65.1 65.1 65.1 65.1 65.0 65.0 66.2 66.0 66.0 63.9 63.8 63.8 1200 65.5 65.9 89.2 104.0 65.3 65.0 65.8 63.7 I 1300 1400 1500 65.6 65.6 65.5 65.9 66.2 66.0 89.6 89.8 89.7 104.7 104.8 105.0 65.4 65.5 65.4 65.0 65.0 65.0 65.8 65.8 65.7 63.7 63.5 63.5 1600 65.6 66.2 89.9 105.1 65.5 65.2 65.7 63.7 1700 65.6 66.0 98.7 105.1 65.5 65.0 45.7 63.7 1800 65.5 66.1 89.0 104.5 65.4 64.9 o 4. 7 63.7 1900 65.5 65.7 88.8 104.5 65.3 64.9 65.7 63.4 I 2000 2100 2200 65.4 65.4 65.4 65.7 65.4 65.4 89.3 89.3 89.3 104.4 104.4 104.4 65.2 65.1 65.1 64.9 64.8 65.7 65.9 63.3 63.3 64.7 66.1 63.3 2300 65.4 65.2 89.0 104.3 65.0 64 9 66.5 63.5 2400 65.4 65.2 .89.0 104.0 65.0 64.8 66.8 63.7 I
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| TABLE 233 HOURLY WATER TEMPERATURE ( F) DATA, QUAD-CITIES STATION, SEPTEMBER 20, 1980 Cooling Canal Cold Downstream Sensors Time Upstream Intake End Discharge A B C D l
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| l 0100 65.4 65.2 88.9 104.2 65.2 65.1 66.0 64.0 l
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| 0200 65.4 65.2 88.7 103.8 65.3 65.1 67.0 64.2 0300 65.6 65.4 88.5 103.7 65.5 65.3 67.0 64.3 0400 65.4 65.3 88.7 104.0 65.5 65.5 67.2 64.3 0500 65.6 65.5 89.1 104.2 65.6 65.5 66.9 64.4 0600 65.5 65.5 89.5 104.5 65.6 65.5 66.8 64.3 0700 65.7 65.7 89.7 104.8 65.8 65.5 66.8 64.3 0800 65.6 66.0 89.9 104.8 65.6 65.4 66.4 64.3 0900 65.6 65.6 .0.3 105.3 65.6 65.3 66.4 64.0 1000 65.7 66.0 90.7 105.5 65.7 65.3 66.2 63.9 1100 65.7 66.3 91.1 105.6 65.7 65.3 66.2 63.9 1200 65.7 66.3 91.6 106.0 65.7 65.4 66.2 63.8 1300 65.7 66.8 92.1 106.4 65.7 65.4 66.2 63.8 1400 65.8 66.8 92.6 106.8 65.9 65.5 66.4 64.0 1500 66.0 66.9 92.9 107.0 66.0 65.5 66.4 64.1 1600 66.0 67.2 93.5 107.3 66.1 65.7 66.5 64.1 1700 66.0 67.2 93.7 107.6 66.1 65.7 66.7 64.1 l 1800 66.0 67.4 93.7 107.6 66.2 65.7 66.7 64.1 l 1900 66.0 67.1 93.1 107.2 66.1 65.5 66.7 64.1 2000 66.0 67.2 93.0 106.8 66.1 65.5 66.7 64.1 I 2100 66.0 67.4 93.0 10.70 66.2 65.5 67.0 64.3 l 2200 66.0 66.9 92.4 106.7 66.2 65.5 67.3 64.5 2300 66.0 67.5 92.0 106.4 66.2 65.7 67.6 64.7 2400 66.0 66.9 91.5 105.7 66.2 65.7 67.7 64.9 I
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| TABLE 234 HOURLY WATER TEMPERATURE (*F) DATA, QUAD-CITIES STATION, SEPTEMBER 21, 1980 Cooling Canal Cold Downstream Sensors Time Upstream Intake End Discharge A B C D 0100 66.2 67.0 91.0 105.5 66.7 66.0 68.1 65.3 0200 66.2 67.0 90.5 105.3 66.6 66.2 68.4 65.5 0300 66.3 56.9 90.0 104.0 66.6 66.2 68.4 65.7 0400 66.3 67.3 90.0 101.0 66.7 66.3 68.5 65.9 l 0500 66.5 67.6 90.0 98.1 66.7 66.0 68.0 65.7
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| 'g 0600 66.4 67.7 89.8 96.5 66.7 66.2 68.0 65.8 g 0700 66.3 67.3 89.5 96.3 66.7 66.1 67.7 65.6 0800 66.3 67.5 39.5 96.9 66.7 66.0 67.3 65.3 0900 66.0 67.3 89.4 98.4 66.5 65.8 67.0 64.9
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| ,I 1000 66.0 67.0 88.3 99.7 66.5 66.0 67.0 64.5 l 1100 66.0 67.3 88.3 101.4 66.5 66.0 67.0 64.3 1200 66/2 67.5 87.3 102.4 66.5 66.0 67.2 64.5 lEE 1300 66.2 66.3 67.5 86.7 102.5 66.7 66.2 67.2 64.6 1400 67.7 86.7 102.4 66.9 66.1 67.0 64.6 1500 66.5 67.7 87.3 102.8 67.0 66.3 67.2 64.6 i
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| 1600 66.6 68.1 88.0 103.3 67.2 66.3 67.2 64.5
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| ! 1700 66.5 68.0 89.0 104.0 67.0 66.5 67.1 64.5 l 1800 66.5 68.1 89.9 105.0 67.1 66.2 67.0 64.4 1900 66.5 68.0 90.3 105.2 67.0 66.2 67.0 64.3
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| , 2000 66.3 67.7 90.5 105.5 66.8 66.0 67.0 64.3 2100 66.2 67.5 90.3 105.5 66.7 65.9 67.1 64.1 2200 66.2 68.0 90.0 105.3 66.7 65.7 67.5 64.4 l 2300 66.2 67.4 89.0 105.3 66.6 65.7 67.7 64.5 2400 66.2 67.1 90.0 105.0 66.6 66.0 68.0 65.0 l
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| ll ll il
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| l TABI.E 235 HOURLY WATER TEMPERATURE ('F) DATA, QUAD-CITIES STATION, SEPTEMBER 22, 1980 1
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| Cooling Canal Cold Downstream Sensors Time Upstream Intake End Discharge A B C D 0100 66.3 67.5 90.4 105.3 66.6 66.2 68.3 65.2 0200 66.3 67.3 90.7 105.5 66.8 66.3 68.5 65.5 0300 66.5 67.7 91.1 106.0 66.8 66.4 68.5 65.5 g 0400 66.5 68.0 91.4 106.4 67.0 66.5 68.6 65.6 g 0500 66.5 67.7 91.4 105.8 67.3 66.4 68.4 65.7 0600 66.5 67.7 91.3 106.5 67.3 66.2 68.0 65.5 0700 66.5 68.1 01.5 106.5 67.4 66.0 68.0 65.7 0800 66.5 67.7 91.7 106.6 67.1 65.7 67.7 65.7 0900 66.3 67.7 92.3 106.8 67.0 65.5 67.4 65.4 1000 66.3 67.7 92.3 106.7 66.5 65.6 67.3 64.9 1100 66.5 67.7 92.3 106.9 66.1 65.6 67.3 64.7 1200 66.1 68.2 92.3 107.0 66.7 65.7 67.1 64.8 1300 66.1 68.2 92.1 106.7 66.7 65.7 67.3 64.7 1400 66.1 68.1 92.0 106.6 66.7 65.7 67.3 64.8 1500 66.3 68.7 91.5 106.5 66.9 65.6 67.4 64.9 1600 66.2 67.9 90.9 106.1 66.7 65.6 67.4 65.0 1700 66.1 68.3 90.0 105.6 66.7 65.5 67.3 64.9 l 1800 66.1 67.7 89.3 105.1 66.7 65.6 67.4 64.9 E 1900 66.1 68.0 88.7 104.7 66.7 65.7 67.3 64.7 2000 66.0 67.4 88.3 104.4 66.5 65.1 67.5 64.8 g 2100 66.0 67.3 87.8 104.0 66.5 65.7 67.4 64.8 2200 65.9 67.0 87.7 103.7 66.5 65.6 67.4 64.7 5
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| 2300 (6.0 66.7 87.4 103.7 66.5 65.7 67.4 64.7 2400 66.0 66.6 87.0 103.4 66.5 65.7 67.5 64.7 I
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| TABLE 236 IIOURLY WATER TEMPERATURE (*F) DATA, QUAD-CITIES STATION, SEPTEMBER 23, 1980 I Cooling Canal Cold Downstream Sensors Time Upstream Intake End Discharge A B C D 0100 66.0 66.7 86.7 103.0 66.2 65.7 67.4 64.8 I 0200 0300 0400 65.8 65.9 65.7 66.5 66.5 66.3 86.4 86.0 85.5 102.7 102.7 101.8 66.2 66.2 66.2 65.5 65.7 65.4 67.3 67.2 66.8 64.8 64.6 64.4 0500 65.7 66.1 85.0 99.3 66.0 65.2 66.4 64.1 0600 65.5 66.1 84.7 99.0 65.7 64.9 66.0 63.7 0700 65.4 65.7 84.4 100.5 65.5 64.9 65.8 63.5 0800 65.1 65.6 84.3 100.6 65.1 64.7 65.6 63.0 I 0900 1000 1100 65.0 65.0 65.0 65.5 65.0 65.9 84.2 84.7 84.9 100.6 100.0 101.2 65.0 64.9 64.9 64.5 64.4 64.4 65.5 65.3 65.3 62.8 62.7 62.6 1200 65.0 65.5 84.4 101.0 64.7 64.4 65.3 62.6 1300 65.0 65.5 84.7 101.0 64.7 64.6 65.3 62.6 1400 64.9 65.5 85.5 101.5 64.7 74.7 65.3 62.5 1500 65.0 65.8 86.0 102.0 64.9 64.9 65.4 62.8 1600 65.0 65.7 86.5 102.5 64.9 64.9 65.4 62.9 1700 65.0 65.5 86.6 102.7 65.0 65.0 65.5 62.8 1800 65.0 65.3 86.6 102.7 64.7 64.8 65.6 62.8 1900 65.0 65.0 86.2 102.4 64.7 64.8 65.7 62.7 2000 64.7 64.5 65.9 102.2 64.5 64.7 65.7 62.8 2100 64.9 64.9 85.7 102.0 64.6 64.7 66.4 63.1 2200 64.9 64.3 85.7 101.9 64.6 64.7 66.6 63.4 2300 64.9 64.3 85.7 101.9 64.6 64.7 66.6 63.4 2400 65.0 64.3 85.5 101.9 65.0 64.9 66.9 63.7 l
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| TABLE 237 I
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| HOURLY WATEP. IEMPERATURE (*F) DATA, QUAD-CITIES STATION, SEPTEMBER 24, 1980 Cooling Canal Cold Downstream Sensors Time Upstream Intake End Discharge A B C D 0100 65.1 64.7 85.4 101.7 65.1 65.1 66.9 63.8 0200 65.2 64.5 85.1 101.6 65.5 65.1 66.9 63.9 0300 65.2 64.8 84.9 101.4 65.7 65.1 66.8 63.7 g i 0400 65.2 64.8 84.7 101.4 65.7 65.1 66.7 63.8 l 0500 65.2 64.6 84.6 101.2 65.7 65.0 66.4 63.6 E
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| : 0600 65.0 64.7 84.5 101.0 65.5 65.1 66.0 63.4 0700 65.0 64.5 84.2 101.1 65.7 64.9 65.5 63.1
| |
| ! 0800 65.0 64.4 84.0 101.0 65 9 64.9 65.5 62.9 0900 64.7 64.5 84.3 101.3 6t 0 64.8 65.4 62.5 1000 64.7 64.6 84.5 101.5 66.3 64.8 65.2 62.5 g 1100 64.7 64.6 85.0 101.7 66.7 64.7 65.0 62.5 g l 1200 65.0 65.0 85.5 101.9 67.0 64.5 66.0 62.5 i
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| 13002/ 64.9 64.9 86.0 102.5 67.0 64.5 65.0 62.5
| |
| ! 1400 65.0 64.7 86.4 102.8 63.7 64.2 65.1 64.5 1500 65.0 64.5 86.5 102.7 63.9 64.2 65.0 64.4 1600 64.7 64.5 86.8 102.8 63.7 64.0 65.0 64.3 1700 64.7 64.9 87.1 103.0 63.7 64.1 65.0 64.4 3 1800 64.7 64.7 87.4 103.2 63.5 64.0 65.0 64.4 3 l
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| 1900 64.6 64.2 87.4 102.7 63.5 64.0 65.2 64.3 2000 64.5 64.4 87.6 102.7 63.4 64.2 65.3 64.3 2100 64.6 63.6 87.8 102.8 63.5 64.3 65.4 64.4 2200 64.6 63.6 87.8 102.9 63.6 64.7 65.6 64.6 2300 64.7 64.2 87.7 102.6 63.7 64.4 65.7 64.8 2400 64.8 63.8 87.6 102.7 63.6 64.5 65.8 65.0 2/ Instruments zeroed to ground truth data I
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| TABLE 238 HOURLY WATER TEMPERATURE ( F) DATA, QUAD-CITIES STATION, SEPTEMBER 25, 1980 Cooling Canal Cold Downstream Sensors Time Upstream Intake End Discharge A B C D 0100 64.7 64.1 87.6 102.6 63.8 64.5 65.7 65.1 I 0200 0300 0400 64.4 64.8 64.7 64.4 64.2 64.3 87.5 87.3 87.3 102.7 102.6 102.4 63.9 63.9 63.9 64.5 64.5 64.6 65.7 65.5 65.5 65.0 64.8 64.7 0500 64.7 64.7 87.4 102.6 63.9 64.6 64.2 64.6 I 0600 0700 0800 64.6 64.5 64.5 64.2 64.4 64.4 87.3 87.3 87.1 102.6 102.8 102.7 63.6 63.7 63.4 64.2 64.0 64.1 65.0 64.9 64.8 64.5 64.3 64.0 I 0900 1000 1100 64.4 64.4 64.4 64.3 64.4 64.3 87.2 87.3 87.4 102.6 102.6 102.6 63.3 63.4 63.4 63.9 63.9 64.3 64.6 64.5 64.5 63.8 63.7 64.0 1200 64.5 64.4 87.0 102.4 63.5 64.0 64.5 64.0 1300 64.4 64.6 87.6 102.6 63.4 64.1 64.7 64.0 1400 64.4 64.6 86.3 102.4 63.4 63.9 64.6 63.9 1500 64.4 64.5 85.9 102.0 63.5 63.8 64.7 64.0 1600 64.4 64.3 85.3 101.7 63.5 64.0 64.8 64.0 1700 64.3 64.4 84.8 101.3 63.4 63.9 64.7 64.0 1800 64.2 53.8 83.8 100.7 63.3 63.6 64.7 63.7 1900 64.1 63.2 83.3 100.3 63.2 63.6 64.7 63.7 2000 64.1 63.0 83.0 99.8 63.2 63.6 64.7 63.7 2100 64.1 63.2 83.0 99.8 63.1 63.9 64.6 63.8 2200 64.0 62.8 82.7 99.6 63.0 63.8 64.7 63.7 2300 64.0 62.8 82.7 99.6 63.0 63.8 64.7 63.7 l
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| 2400 64.0 62.7 82.5 99.6 62.9 63.7 64.5 63.5 l
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| TABLE 239 HOURLY WATER TEMPERATURE (*F) DATA, QUAD-CITIES STATION, SEPTEMBER 26, 1980 Cooling Canal Cold Downstream Sensors Time Upstream Intake End Discharge A B C D 0100 63.8 62.8 82.3 99.4 62.7 63.6 64.2 63.3 0200 63.7 62.7 82.0 99.2 62.6 63.3 63.8 63.2 0300 63.7 62.8 81.7 99.1 62.6 63.4 63.4 62.8 0400 63.5 62.2 81.6 98.9 62.4 63.0 63.1 62.6 g 0500 63.4 62.3 81.6 98.9 62.2 63.0 63.0 62.3 3 0600 63.3 61.8 81.5 98.7 61.7 62.7 62.7 62.0 0700 63.1 61.6 81.6 98.7 61.5 62.3 62.3 61.6 0800 63.0 61.4 81.5 98.7 61.3 62.3 62.1 61.4 0900 63.2 61.4 81.7 98.7 61.2 62.4 62.2 61.2 1000 63.2 61.3 82.2 99.0 61.2 62.5 62.2 61.2 1100 63.2 61.3 82.8 99.4 61.2 62.6 62.3 61.3 5 1200 63.3 61.6 83.5 100.4 61.3 62.6 62.3 61.3 3 1300 63.3 61.8 83.9 100.0 61.3 62.6 62.4 61.4 1400 63.3 61.5 34.3 100.4 61.4 62.5 62.4 61.4 1500 63.3 61.6 84.7 100.6 61.4 62.5 62.4 62.6 1600 63.4 61.5 84.7 100.8 61.4 62.6 62.6 61.5 1700 63.3 61.5 84.8 100.8 61.3 62.6 62.5 61.5 1800 63.3 61.5 85.0 100.8 61.2 62.7 62.6 61.4
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| , 1900 63.3 61.4 85.0 100.8 61.2 62.7 62.7 61.5 l 2000 63.3 60.9 85.0 100.8 61.2 62.7 62.7 61.5 i 2100 63.3 61.0 84.8 100.7 61.2 63.0 63.1 61.2 2200 63.3 60.5 84.6 100.5 61.4 62.8 63.2 62.0 2300 63.4 60.6 84.5 100.4 61.3 62.8 63.2 62.3 2400 63.3 60.5 84.4 100.3 61.5 62.9 63.3 62.3 I
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| i TABLE 240 HOURLY WATER TEMPERATURE ('F) DATA, QUAD-CITIES STATION, SEPTEMBER 27, 1980 Cooling Canal Cold Downstream Sensors Time Upstream Intake End Discharge A B C D 0100 63.4 60.7 84.3 100.3 61.6 63.0 63.4 62.6 0200 63.5 61.6 84.2 100.2 61.6 63.1 63.4 62.6 I 0300 0400 0500 63.6 63.5 63.5 60.8 61.2 61.3 84.1 83.9 84.2 100.0 100.2 100.2 61.7 61.7 61.7 63.2 63.2 63.0 63.2 63.2 62.8 62.6 62.4 62.2 I 0600 0700 0800 63.5 63.4 63.3 61.6 60.8 61.1 83.9 83.9 83.7 100.2 100.0 100.0 61.5 60.4 61.2 63.0 63.6 62.7 62.7 63.3 62.1 61.8 61.4 61.3 0900 63.2 61.3 83.9 99.7 60.9 62.3 61.8 61.0 I 1000 1100 1200 63.0 62.8 62.8 60.6 60.5 61.0 83.7 83.6 84.0 99.7 99.6 100.0 60.7 60.5 60.5 62.3 62.2 62.2 61.8 61.6 61.4 60.8 60.6 60.6 1300 62.8 60.6 84.2 99.8 60.5 62.3 61.4 60.6 1400 62.7 60.5 84.4 100.1 60.5 62.3 61.4 60.6 1500 62.8 60.5 85.0 100.4 60.5 62.3 61.4 60.5 1600 62.9 60.9 85.3 100.5 60.4 62.2 61.4 60.4 1700 62.7 60.4 85.6 101.0 60.5 62.2 61.3 60.5 1800 62.7 60.2 85.7 100.8 60.4 62.2 61.3 60.4 1900 62.7 60.2 85.8 101.0 60.4 61.8 61.3 60.4 2000 62.7 60.2 85.8 100.9 60.2 61.7 61.2 60.2 2100 62.5 59.6 86.6 100.8 60.0 61.7 61.2 60.1 l 2200 62.6 59.8 85.8 97.8 60.2 61.7 61.3 60.2 2300 62.6 59.8 85.8 97.8 60.2 61.7 61.3 60.2 l 2400 62.5 59.8 85.7 97.7 60.0 61.9 61.5 60.3 l
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| 11 TABLE 241 HOURLY k'ATER TEMPERATURE (*F) DATA, QUAD-CITIES STATION, SEPTEMEER 28, 1980 Cooling Canal Cold Downstream Sensors Time Upstream Intake End Discharge A B C D l
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| 0100 62.5 59.4 85.7 97.6 60.1 61.9 61.6 60.5 1
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| 0200 62.5 59.7 85.6 97.6 60.2 62.1 61.6 60.5 0300 62.6 59.7 85.4 97.4 60.3 62.0 61.5 60.5 0400 62.6 59.6 85.4 95.0 60.4 62.2 61.4 60.4 0500 62.6 60.2 85.4 94.7 60.4 62.0 61.3 60.4 0600 62.5 59.8 84.4 94.4 60.2 61.9 61.3 60.2 0700 61.5 59.7 83.6 93.5 60.2 61.8 61.1 60.2 0800 62.5 59.6 83.6 93.5 60.3 62.0 61.0 60.2 0900 61.4 59.2 83.6 93.6 60.1 61.7 60.9 60.2 1000 62.4 60.0 83.7 93.6 60.1 61.8 60.9 60.1 1100 62.5 60.0 84.9 94.3 60.2 61.7 60.9 60.1 1200 62.5 59.8 83.3 94.3 60.2 61.7 60.9 60.1 1300 62.5 60.0 83.4 95.4 60.2 61.7 61.0 60.3 1400 62.4 60.0 83.3 96.4 60.1 61.7 61.2 60.4 1500 62.6 59.9 83.3 96.8 60.3 62.0 61.2 60.4 1600 62.5 60.2 83.2 97.0 60.2 62.0 61.3 60.4 1700 62.6 60.2 83.2 97.0 60.2 62.0 61.4 60.5 1800 62.6 60.0 83.2 97.0 60.2 62.1 61.4 60.5 1900 62.5 59.9 83.0 97.0 60.1 61.9 61.3 60.4 2000 62.4 60.0 83.3 97.2 60.0 61.8 61.3 60.4 2100 62.4 59.6 83.6 97.7 60.0 61.7 61.3 60.3 2200 62.5 59.7 83.8 98.3 60.0 61.7 61.3 60.3 2300 62.3 59.4 84.0 98.3 60.1 61.7 61.3 60.3 2400 62.4 60.0 83.8 98.4 60.0 61.8 61.3 60.3 I
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| I I TABLE 242 HOURLY WATER TEMPERATURE (*F) DATA, QUAD-CITIES STATION, SEPTEMBER 29, 1980 Cooling Canal Cold Downstream Sensors Time Upstream Intake Er.d Dis c'.a rge A B C D l
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| 0100 62.3 59.4 83.6 98.2 60.0 61.8 61.3 60.6 0200 62.3 59.4 83.3 97.7 60.0 61.8 61.3 60.4 0300 62.3 59.5 83.3 97.6 60.0 62.0 61.4 60.6 0400 62.5 59.4 83.2 97.6 60.1 61.9 61.2 60.6 0500 62.4 59.3 83.4 97.8 60.1 60.7 61.1 60.5 0600 62.4 59.7 83.3 98.1 60.0 61.7 61.0 60.3 I 0700 0800 0900 62.4 62.3 62.4 59.8 59.7 59.3 83.3 83.2 83.4 98.6 98.7 98.7 60.1 59.9 60.0 61.7 61.4 61.6 61.0 60.8 61.0 60.3 60.3 60.0 I 1000 1100 1200 62.3 62.3 62.4 59.4 59.5 59.7 83.7 84.3 E5.9 99.0 99.2 99.4 59.9 59.9 60.0 61.7 61.7 61.7 61.1 61.0 61.2 60.0 60.0 60.2 1300 62.5 60.5 85.6 99.8 60,0 61.7 61.2 60.2 1400 62.5 61.0 86.4 100.5 60.3 62.0 61.4 60.5 1500 62.7 61.0 86.7 100.7 60.4 62.0 61.4 60.5 1600 62.7 60.5 87.2 101.3 60.5 62.0 61.5 60.9 lg i 1700 62.8 60.8 87.4 101.5 60.5 62.0 61.6 60.9 ig 1800 62.8 60.8 87.6 101.6 60.6 62.2 61.6 60.7 1900 62.8 60.7 87.7 101.6 60.5 62.1 61.8 60.9 2000 62.9 61.3 88.2 101.7 60.5 52.3 62.0 61.1 2100 63.0 60.8 88.2 101.7 60.7 62.5 62.3 61.3 2200 63.2 60.8 88.2 101.7 60.9 62.5 62.5 61.3 2300 63.2 60.6 88.2 101.8 60.2 62.7 62.6 61.7 2400 63.2 61.7 88.0 102.9 60.3 62.7 62.6 61.6
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| TABLE 243 HOURI.Y WATER TEMPERATURE (*F) DATA, QUAD-CITIES STATION, SEPTEMBER 30, 1980 g Cooling Canal Cold Downstream Sensors Time Upstream Intake End Discharge A B C D
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| , 0100 6~.3 61.6 88.0 101.8 61.3 62.7 62.7 61.7 g 0200 63.2 60.9 87.5 101.7 61.4 62.7 62.6 61.7 g 0300 63.3 61.6 87.4 101.6 61.5 62.7 62.5 61.7 0400 63.3 61.6 87.4 101.6 61.4 62.7 62.3 61.6 0500 63.2 61.9 88.0 101.6 60.4 62.4 62.4 61.3
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| ! 0600 63.2 61.5 88.0 101.4 61.2 62.4 62.0 61.2 l 0700 62.8 61.2 86.5 101.2 60.8 62.2 61.8 60.8 l 0800 62.8 60.6 86.5 101.2 60.8 62.2 61.5 59.9 3 0900 62.9 60.6 86.7 '.01. 0 60.6 62.0 61.4 60.3 g 1000 63.0 61.0 88.0 101.2 60.6 62.2 61.4 60.1 1100 63.0 61.2 87.7 101.4 60.6 62.2 61.4 60.3 1200 63.0 60.6 88.6 102.0 60.7 62.3 61.5 60.3 1300 63.2 61.3 89.3 102.4 60.8 62.4 61.7 60.5 l 1400 63.3 61.9 89.7 102.8 61.2 62.5 61.6 60.7 l 1500 63.4 61.8 90.2 103.1 61.3 62.4 62.0 60.8 3 63.4 1600 62.2 90.5 103.4 61.4 62.7 62.1 61.0 l 1700 63.5 61.8 90.7 103.5 61.4 62.6 62.2 60.8 l 1800 63.5 62.1 90.7 103.4 61.4 62.6 62.3 60.7 1900 63.3 62.3 90.6 103.3 61.3 62.5 62.4 60.7 l 2000 63.4 61.6 90.6 103.3 61.3 62.6 62.5 61.0 l 2100 63.4 62.1 90.4 103.2 61.5 62.7 62.6 61.2 I
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| 2200 63.5 61.8 90.4 103.4 61.6 63.0 62.9 61.4 3 2300 63.6 61.9 90.3 103.2 61/7 63.0 63.0 61.6 E 2400 63.7 62.8 90.3 103.0 62.0 63.0 63.0 62.0 I
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| I TABLE 244 HOURLY WATER TEMPERATURE (*F) DATA, QUAD-CITIES STATION OCTOBER 1, 1980 Cooling Canal I Time Upstream Intake Cold End Discharge A Downstream Sensors B C D I 0100 0200 0300 63.7 63.7 63.7 62.0 62.4 62.9 90.0 89.6 89.4 102.7 102.7 102.7 62.1 62.1 61.1 63.0 63.2 63.2 63.1 63.2 63.0 62.2 62.3 62.3 0400 63.7 62.9 89.2 102.5 62.1 63.1 62.9 62.0 0500 63.7 62.5 89.0 102.4 62.1 63.1 62.7 61.7 0600 63.6 62.5 89.0 102.4 61.9 63.1 62.6 61.4 0700 53.6 62.2 88.7 102.3 61.8 63.0 62.5 61.2 I 0800 0900 1000 o3.5 63.5 63.5 62.9 63.1 62.4 88.2 88.0 88.0 102.0 101.6 102.0 61.6 61.6 61.5 63.0 63.0 63.0 62.3 62.3 62.2 61.2 61.0 61.0 I 1100 1200 I 1300 63.4 63.3 63.3 62.7 62.5 63.5 88.2 88.3 88.5 101.7 101.7 101.7 61.5 61.5 61.7 63.0 62.8 63.7 62.2 62.1 62.1 61.0 61.0 60.6 1400 62.3 63.8 88.7 101.9 61.6 63.0 62.4 61.2 I 1500 1600 1700 62.3 62.4 62.3 63.6 63.8 64.3 88.5 88.2 87.8 102.0 102.0 61.6 61.7 63.0 63.0 62.4 62.4 61.3 61.1 101.6 61.7 63.0 62.4 61.1 j I 1800 1900 2000 62.3 62.3 62.2 64.3 63.7 63.0 87.5 87.3 87.0 101.7 101.4 101.1 61.6 61.5 61.5 62.9 62.9 62.8 62.5 62.6 62.6 61.1 61.0 61.1 2100 62.3 63.4 86.5 101.0 61.6 62.8 62.7 61.1 lI 1
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| 2200 2300 62.2 62.3 63.9 63.7 86.2 86.0 100.5 100.5 61.6 61.7 63.0 63.0 62.7 62.7 61.2 61.4
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| , 2400 62.3 63.2 85.7 100.4 61.7 63.0 62.5 61.3 l
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| 1 l - Instruments zeroed to ground truth data.
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| TABLE 245 HOURLY WATER TEMPERATURE ( F) DATA, QUAD-CITIES STATION, OCTOBER 2, 1980 Cooling Canal Cold Downstream Sensors Time Upstream Intake End Discharge A B C D 0100 62.3 63.6 85.5 100.2 61.6 63.0 62.6 61.2 3 0200 62.3 64.6 85.1 100.1 61.6 62.9 62.5 61.2 g 0300 62.3 64.4 84.8 100.0 61.5 62.7 62.3 61.0 0400 62.2 63.6 84.6 99.9 61.5 62.9 62.0 60.9 0500 62.0 63.3 84.2 99.5 61.2 62.7 61.8 60.5 0600 61.9 63.1 83.8 99.3 61.0 62.5 61.5 60.4 0700 61.7 62.9 83.7 99.1 60.9 62.3 61.4 60.0 0800 61.6 61.2 62.2 83.7 99.2 60.6 62.2 61.2 60.0 g 0900 62.3 83.5 98.8 60.1 61.9 61.0 59.7 g<
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| 1000 61.2 61.0 83.4 98.5 60.0 61.7 61.0 59.6 1100 61.2 62.3 83.5 98.6 60.0 61.7 60.8 59.5 1200 61.1 61.6 83.6 98.8 60.0 61.8 60.8 59.5 1300 61.1 61.5 84.0 98.8 60.0 61.8 60.9 59.6 1400 61.1 63.0 84.1 98.8 59.9 61.7 61.0 59.7 1500 61.1 63.4 84.1 98.9 60.0 61.7 61.0 59.6 1600 61.3 61.6 83.8 98.8 60.0 61.7 61.0 59.6 1700 61.1 63.0 83.0 98.5 59.9 61.7 60.9 59.7 1800 61.2 61.5 82.3 97.4 59.9 61.7 60.7 59.6 1900 61.1 61.1 81.8 97.3 59.9 61.5 60.8 59.5 2000 61.1 61.1 81.3 96.9 59.9 61.6 60.8 59.5 2100 61.2 61.3 81.0 96.6 60.0 61.7 61.0 59.7 2200 61.3 60.7 80.5 96.3 59.9 61.8 61.1 59.9 2300 61.0 61.0 80.5 96.5 60.2 62.0 61.3 60.0
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| ; 2400 61.7 61.1 80.5 96.5 60.4 62.2 61.3 60.0 I
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| TABLE 246 HOURLY WATER TEMPERATURE ( F) DATA, QUAD-CITIES STATION, OCTOBER 3, 1980 Cooling Canal Cold Downstream Sensors Time Upstream Intake End Discharge A B C D I 0100 0200 0300 61.5 ol.4 61.1 61.4 61.1 61.1 80.3 80.0 79.9 96.4 96.2 96.0 60.4 60.1 60.0 62.2 62.0 61.9 61.2 61.0 60.5 60.0 59.6 59.9 I 0400 0500 0600 61.0 60.7 60.7 60.8 60.6 60.0 79.8 79.7 79.5 95.8 95.7 95.7 59.8 59.5 59.4 61.7 61.4 61.2 60.3 60.0 59.7 59.3 59.0 58.7 0700 60.5 60.5 79.5 95.6 59.1 61.1 59.5 58.5 I 0800 0900 1000 60.2 60.2 60.2 59.8 59.5 59.5 79.4 79.5 79.5 95.5 95.4 95.4 58.9 58.7 60.8 6') . 8 59.4 59.4 58.5 58.3 58.6 60.7 59.2 58.2 I 1100 1200 1300 60.3 60.2 60.2 59.8 59.5 59.5 79.5 79.6 79.6 95.4 95.4 95.1 58.5 58.6 58.4 60.7 60.8 60.7 59.1 59.1 59.1 58.2 58.2 58.0 1400 60.0 58.9 79.7 95.4 58.1 60.5 58.9 58.1 1500 60.0 59.1 79.8 95,4 58.0 60.5 59.0 57.9 1 1600 60.0 59.3 79.9 95.5 58.0 60.5 59.0 58.0 1700 60.0 58.7 80.0 95.6 58.1 60.5 .c9.0 57.9 I 1800 1900 2000 59.9 59.9 59.7 58.5 58.8 58.4 80.0 80.2 80.2 95.5 95.6 95.6 58.0 58.0 58.0 60.3 60.3 60.3 58.8 59.0 59.0 57.7 57.7 57.7 2100 59.7 58.2 80.5 95.5 57.9 60.3 59.0 57.7 2200 59.7 58.2 80.4 95.5 57.9 60.3 59.0 57.7 2300 59.8 58.0 80.3 95.5 57.9 60.2 59.0 57.7 2400 59.7 58.0 80.1 95.3 58.0 60.3 59.1 57.7 ll I
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| TABLE 247 HOURIY WATER TEMPERATURE ( F) DATA, QUAD-CITIES STATION, OCTOBER 4, 1980 Cooling Canal Cold Downstream Sensors Time Upstream Intake End Discharge A B C D 0100 59.7 58.0 80.1 95.3 57.8 60.2 59.0 57.8 0200 59.8 57.6 79.9 95.2 57.7 60.2 58.8 57.7 0300 59.7 58.0 79.8 95.1 57.7 60.2 58.8 57.6 0400 59.6 57.7 79.6 95.1 57.6 60.1 58.6 57.5 0500 59.5 57.4 79.4 94.8 57.5 60.0 58.5 57.3 g 0600 59.5 57.2 79.4 94.8 57.4 60.0 58.5 57.2 3 0700 59.5 57.1 79.4 94.9 57.5 60.0 58.2 57.2 0800 59.4 57.6 79.4 94.9 57.2 59.9 58.3 57.0 0900 59.4 56.9 79.5 94.9 57.2 60.0 58.3 57.1 1000 59.4 57.3 79.4 95.0 57.2 60.0 58.2 57.1 1100 59.4 57.2 80.0 95.1 57.3 60.3 58.5 57.3 1200 59.5 57.0 80.3 95.2 57.3 60.1 58.5 57.3 E 1300 59.6 57.8 80.7 95.7 57.5 60.4 53.5 57.5 E 1400 59.6 57.7 80.9 95.9 57.5 60.2 58.5 57.5 1500 59.6 57.8 81.1 96.0 57.5 60.2 58.7 57.5 1600 59.6 57.7 81.0 96.2 57.5 60.4 58.6 57.6 1700 59.7 57.8 81.0 96.2 57.5 60.0 58.6 57.6 1800 59.7 57.6 81.1 96.5 57.7 60.2 58.6 57.7 1900 59.7 57.5 81.0 96.5 57.5 60.1 58.6 57.7 2000 59.6 57.3 81.1 96.2 57.5 60.2 58.8 57.6 2100 59.6 57.6 81.0 96.2 57.5 60.1 58.9 57.6 2200 59.6 57.4 81.0 96.2 57.7 60.3 59.0 58.0 2300 59.6 57.1 80.7 96.1 57.7 60.3 59.0 57.9 2400 59.7 57.4 80.6 96.0 57.6 60.3 59.2 58.0 l
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| TABLE 248 HOURLY WATER TEMPERATURE (*F) DATA, QUAD-CITIES STATION, OCTOBER 5, 1980 I Cooling Canal I Time Upstream Intake Cold End Discharge A Downstream Sensors B C D 0100 59.6 57.0 80.5 94.9 57.7 60.3 59.2 58.0 0200 59.8 57.1 80.2 92.3 57.8 60.5 58.9 57.9 0300 59.9 57.2 80.2 89.5 57.9 60.5 58.8 57.9 0400 59.9 57.2 79.5 86.5 57.9 60.4 58.5 57.7 I 0500 0600 0700 59.8 59.6 59.5 57.1 57.0 56.7 79.4 79.1 79.0 83.9 83.3 82.9 57.7 57.6 57.4 60.4 60.2 60.2 58.2 57.9 57.6 57.5 57.2 57.0 I 0800 0900 1000 59.3 59.1 59.0 56.5 56.6 56.1 78.5 77.2 75.6 82.8 82.1 81.2 57.2 57.0 56.7 59.7 59.7 59.5 57.2 57.2 56.9 56.7 56.4 56.2 1100 59.9 56.1 74.6 80.2 56.8 58.6 56.8 56.1 I 1200 1300 1400 59.0 59.0 59.1 56.0 56.2 56.4 73.5 73.5 73.6 79.0 78.6 79.0 56.7 56.7 56.7 59.6 59.6 59.6 56.7 56.9 56.8 56.1 56.2 56.2 1500 59.0 56.5 74.2 66.7 56.7 59.6 56.8 56.2 1600 59.0 56.6 75.0 67.5 56.7 59.8 57.0 56.4 1700 59.1 56.6 74.9 68.0 56.7 59.8 57.0 56.5 1800 59.0 56.7 74.5 67.6 56.5 59.7 57.0 56.5 I 1900 2000 58.9 58.8 58.7 56.4 56.2 73.7 73.0 66.7 66.1 56.4 56.4 59.5 59.6 57.0 57.2 56.5 56.4 2100 56.1 72.4 65.5 56.2 59.6 57.2 56.3 I 2200 2300 2400 58.7 58.6 58.7 55.8 55.7 55.5 65.6 64.2 64.0 62.7 59.8 59.0 56.3 56.1 56.3 59.8 59.8 59.5 57.2 57.2 57.4 56.3 56.4 56.5 I
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| l TABLE 249 I
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| HOURLY WATER TEMPERATURE (*F) DATA, QUAD-CITIES STATION, OCTOBER 6, 1980 Cooling I
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| Canal Cold Downstream Sensors Time Upstream Intake End Discharge A B C D 0100 58.8 55.3 63.7 59.0 56.4 59.8 57.5 56.6 0200 58.7 55.2 63.0 58.6 56.1 59.8 57.6 56.7 0300 58.9 55.2 62.2 58.0 56.5 59.9 57.8 57.0 E
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| , 0400 58.7 55.2 61.7 57.5 56.5 60.0 57.7 57.0 g l 0500 59.0 55.2 60.7 57.3 56.8 60.0 57.6 57.1 1 0600 58.9 55.2 58.2 55.6 56.9 60.1 57.5 57.1 l 0700 59.0 55.2 57.2 '54.7 56.7 60.0 57.3 57.0 0800 59.0 55.4 57.0 54.5 56.7 60.0 57.2 56.9 0900 59.0 55.5 56.8 55.5 56.6 60.0 56.9 56.6 1000 59.0 55.7 56.8 58.7 56.5 60.0 56.7 56.5 3 1100 1200 59.0 59.4 56.0 56.3 56.9 57.3 60.9 61.4 56.7 59.9 56.7 56.6 g 57.1 60.0 56.7 56.6 l 1300 1I 1400 1500 1600 1700 1800 l 1900 2000
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| , 2100 l 2200 l 2300 l 2400 1
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| TABLE 250 IIOURLY WATER TEMPERATURE ( F) DATA, QUAD-CITIES STATION, OCTOBER 7, 1980 I Cooling Canal Cold Downstream Sensors Time Upstream Intake End Discharge A B C D 0100 0200 I 0300 0400 0500 0600 0700 0800 0900 58.9 55.2 I 1000 1100 59.0 59.3 55.4 56.1 70.2 70.5 71.3 81.1 81.5 82.4 57.1 57.0 57.4 59.3 59.8 60.0 57.9 57.9 58.0 56.9 57.0 57.3 1200 59.5 56.5 72.4 83.4 57.7 60.1 58.0 57.5 I 1300 1400 1500 59.6 59.8 60.0 57.1 57.6 58.2 73.8 75.4 76.5 84.5 86.1 87.5 57.7 58.0 58.3 60.2 60.3 60.6 58.2 58.2 58.3 57.7 57.9 58.2 lg 1600 60.1 58.4 77.5 88.2 58.5 60.6 58.4 58.2 g 1700 60.2 58.6 78.0 88.9 58.6 60.7 58.4 58.1 i 1800 60.1 58.6 78.1 89.0 58.5 60.5 58.4 58.0 l
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| 1900 60.0 58.2 78.3 89.3 58.4 60.5 58.2 58.0 2000 60.0 58.2 78.8 89.7 58.4 60.5 58.0 57.8 2100 59.9 58.1 79.4 90.6 58.2 60.2 57.8 57.5 2200 59.9 58.1 79.6 90.8 58.2 60.3 57.8 57.4 I 2300 2400 59.8 59.7 57.8 57.7 79.9 80.0 91.5 91.6 58.2 57.9 60.1 60.0 57.5 57.6 57.2 57.1 I
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| I TABLE 251 HOURLY WATER TEMPERATURE (*F) DATA, QUAD-CITIES STATION, OCTOBER 8, 1980 Cooling I
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| Canal g Cold Downstream Sensors g Time Upstream Intake End Discharge A B C D 0100 59.7 57.6 80.0 92.0 57.9 60.0 57.9 57.2 0200 59.8 57.4 80.1 91.9 57.9 60.0 58.2 57.0 0300 59.8 57.4 80.4 92.1 57.8 60.3 58.3 57.5 0400 59.7 57.2 80.6 92.3 57.7 60,1 58.5 57.5 0500 59.7 57.1 80.9 92.5 57.7 60.1 58.6 57.7 0600 59.7 57.1 81.0 92.7 57.6 60.2 58.7 57.8 0700 59.7 57.0 81.1 92.8 57.8 60.1 58.9 58.0 E 0800 0900 59.7 59.7 57.0 57.0 81.5 81.7 93.3 57.7 60.2 58.9 58.0 g 94.0 58.0 60.4 59.0 58.2 1000 60.0 57.2 81.9 84.2 58.1 60.5 58.9 58.2 1100 60.0 57.6 82.5 94.9 58.3 60.6 58.9 58.2 1200 60.2 58.0 83.2 95.8 58.6 61.0 59.0 58.5 1300 60.4 58.4 84.0 96.5 58.8 60.9 59.1 58.6 1400 60.6 58.9 84.9 97.5 59.1 61.3 59.1 58.7 3 1500 60.7 59.5 85.7 98.8 59.3 61.2 59.1 58.7 1600 60.7 59.6 86.4 99.4 59.5 61.4 59.1 E
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| 58.9 i 1700 61.0 59.9 86.7 99.8 59.5 61.4 59.0 58.5 l
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| 1800 60.9 59.6 86.9 100.0 59.5 61.3 58.9 58.3 1900 60.7 59.4 87.0 100.2 59.4 61.3 58.7 58.3 2000 60.7 59.3 87.0 100.3 59.3 61.0 58.5 58.1 l 2100 60.6 59.3 86.9 100.6 59.3 61.0 58.5 58.0 l 2200 60.5 59.1 87.0 100.5 59.2 60.8 58.4 58.0 E
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| 2300 60.3 58.8 87.0 3
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| 100.6 59.0 60.6 58.2 57.8 2400 60.2 58.7 87.1 100.5 58.8 60.6 58.3 57.8 I
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| TABLE 252 HOURLY WATER TEMPERATURE ('F) DATA, QUAD-CITIES STATION, OCTOBER 9, 1980 I Cooling Canal Cold Downstream Sensors Time Upstream Intake End Discharge A B C D 0100 60.2 58.6 87.0 100.9 58.7 60.6 58.5 57.9 0200 60.1 58.3 I 0300 0400 60.1 60.1 58.4 58.2 87.2 86.7 86.5 100.2 100.1 100.0 58.6 58.6 58.5 60.7 60.7 60.7 58.7 58.9 59.0 58.0 58.1 58.2 0500 60.0 58.1 86.1 99.2 58.0 60.8 59.3 58.4 I 0600 0700 0800 60.1 60.0 60.0 58.0 57.7 57.7 86.0 85.7 85.5 99.0 98.7 99.1 58.3 58.3 58.3 60.7 60.8 60.7 59.5 59.4 59.4 58.5 58.6 58.7 60.0 I 0900 1000 1100 60.1 60.1 58.0 58.0 58.1 85.1 85.1 85.2 99.0 99.0 98.9 58.3 58.4 58.7 60.8 61.0 61.0 59.4 59.5 59.5 58.6 58.8 58.8 1200 60.3 58.3 85.4 99.0 59.0 61.2 59.6 59.0 1300 60.4 58.7 85.7 99.0 59.0 61.5 59.7 59.2 1400 60.5 59.1 86.1 99.8 59.2 61.5 59.8 59.3 1500 U 57.9 59.2 84.8 100.0 58.0 58.3 59.7 59.5 I 1600 1700 1800 58.0 58.3 58.2 59.5 59.7 59.6 85.5 85.7 85.6 100.6 100.9 100.8 58.1 58.4 58.4 58.5 58.5 58.5 59.7 59.7 59.6 59.6 59.6 59.5 1900 58.2 59.9 85.7 100.8 58.4 58.5 59.5 59.5 I 2000 2100 2290 58.2 58.0 58.0 59.6 59.5 59.2 85.6 85.6 85.1 100.6 100.7 8.4 58.2 58.4 58.2 59.3 59.0 59.1 59.0 100.1 58.0 58.0 58.9 58.9 I 2300 2400 57.7 57.7 59.0 58.9 84.9 84.5 99.5 99.0 57.9 57.6 57.9 57.7 58.7 58.7 58.5 58.5
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| TABLE 253 HOURLY WATER TEMPERATURE (*F) DATA, QUAD-CITIES STATION, OCTOBER 10, 1980 Cooling Canal Cold Downstream Sensors
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| ; Time Upstream Intake End Discharge A B C D 0100 57.6 58.6 84.3 97.4 57.4 57.8 5C.7 58.3 0200 57.5 58.5 83.8 95.7 57.2 57.7 58.8 58.2 0300 57.5 58.2 83.5 94.9 57.1 57.5 58.8 58.1 0400 57.4 57.9 83.5 92.8 57.0 57.5 59.0 58.3 0500 57.3 57.9 83.3 86.6 57.0 57.5 59.1 58.3 0600 57.2 58.0 83.2 81.3 56.9 57.2 59.2 58.4 0700 57.2 57.8 83.0 77.0 56.9 57.5 59.5 58.6 2
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| 0800 57.0 57.5 82.8 77.0] 56.5 57.5 59.5 58.6 0900 57.2 57.5 82.8 99.8 57.0 57.7 59.6 58.7 1000 57.4 57.7 83.0 100.6 57.0 57.6 59.6 58.8 1100 57.6 57.7 83.0 102.7 57.3 57.7 59.5 58.9 1200 57.6 58.2 83.2 104.0 57.3 57.8 59.5 59.0 5
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| g 1300 57.9 58.8 83.3 106.0 37.5 58.0 59.6 59.0 1400 57.9 58.8 83.3 106.1 57.9 58.2 59.6 59.1 1500 57.9 59.4 83.2 109.5 57.9 58.1 59.7 59.2 1600 58.0 59.4 82. 108.6 57.9 58.2 59.7 59.2 1700 58.0 59.5 8't.3 108.8 58.1 58.1 59.7 59.2 1800 58.1 59.3 .1 103.3 58.0 58.1 59.5 59.0 g l 1900 58.0 59.0 41.5 107.8 58.0 58.1 59.4 58.9 3 2000 58.0 58.8 81.3 119.6 58.0 58.0 59.3 58.8 2100 58.0 58.5 81.5 109.4 57.9 57.9 59.1 58.5 2200 57.9 58.4 81.5 107.2 57.9 57.9 59.0 58.4 2300 57.6 58.2 81.3 105.5 57.5 57.5 58.6 58.2 2400 57.5 58.1 81.2 101.8 57.2 57.4 58.5 58.0 U Instruments zeroed to ground truth data.
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| TABLE 254 HOURLY WATER TEMPERATURE ( F) DATA, QUAD-CITIES STATION, OCTOBER 11, 1980 I Cooling Canal Cold Downstream Sensors Time Upstream Intake End Discharge A B C D 0100 57.6 57.8 81.0 96.3 57.1 57.2 58.3 57.9 0200 57.4 57.5 80.0 I 0300 0400 57.3 57.2 57.3 57.2 79.3 78.8 97.6 100.8 98.5 56.8 56.9 56.6 57.1 57.0 56.8 58.2 58.1 58.0 57.7 57.5 57.5 0500 57.0 57.0 78.4 94.7 56.5 56.7 58.2 57.3 I 0600 0700 0800 56.9 56.9 56.8 56.7 56.6 56.5 78.5 78.3 78.3 95.2 98.7 94.0 56.4 56.3 56.2 56.7 56.6 56.5 58.2 58.2 58.3 57.3 57.4 57.4 0900 56.7 56.2 78.3 90.8 56.0 56.5 58.3 57.4 1000 56.6 56.2 78.0 93.4 56.0 56.5 58.2 57.2 1100 56.5 56.0 77.7 94.3 56.0 56.5 58.2 57.5 1200 56.6 56.0 77.4 92.6 56.0 56.5 58.1 57.5 I 1300 1400 1500 56.6 56.6 56.6 55.9 56.0 56.0 77.0 76.7 76.6 91.2 92.9 92.2 55.6 55.8 56.0 56.5 56.4 56.5 58.0 58.0 58.1 57.3 57.3 57.2 I 1600 1700 1800 56.6 56.6 56.6 56.0 56.0 56.0 76.5 76.7 76.8 91.0 93.1 93.4 56.0 56.0 55.9 56.4 56.4 56.5 57.8 57.6 57.1 57.2 57.0 56.8 1900 56.5 55.8 76.0 93.3 55.8 56.4 57.0 56.5 2000 56.4 55.6 76.0 93.2 55.6 56.2 56.7 56.3 2100 56.4 55.5 77.0 89.9 55.5 55.8 56.0 56.5 1 2200 56.1 55.2 77.2 85.5 55.2 55.8 56.3 55.8
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| ;3 2300 56.0 55.1 77.2 84.0 55.0 55.5 56.0 55.5
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| 'g 2400 55.9 55.0 77.3 80.7 55.0 55.5 55.8 55.4 l
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| TABLE 255 HOURLY WATER TEMPERATURE l F) DATA, QUAD-CITIES STATION, OCTOBER 12, 1980 ,
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| Cooling Canal Cold Downstream Sensors Time Upstream Intake End Discharge A B C D 0100 55.8 54.8 77.3 78.4 54.8 55.5 55.5 55.1 0200 55.5 54.5 77.4 77.1 54.5 55.3 55.3 54.8 0300 55.5 54.2 77.4 76.8 54.2 55.0 55.2 54.7 0400 55.2 53.8 77.3 74.0 54.0 54.9 55.0 54.4 3
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| 3 0500 55.0 53.6 77.0 74.3 53.6 54.8 54.8 54.2 0600 55.0 53.3 77.0 73.3 53.5 54.6 54.8 54.1 0700 55.0 53.0 76.8 72.0 53.4 54.4 54.6 54.5 0800 54.8 53.0 76.7 72.3 53.2 54.4 54.8 54.4 0900 54.8 52.7 76.8 78.0 53.1 54.2 54.7 53.8 1000 54.5 52.8 77.3 78.0 53.0 54.3 54.9 54.0 l 1100 54.7 52.8 77.6 78.5 53.1 54.4 54.9 53.9 E 1200 54.9 53.2 78.0 80.3 53.4 54.7 55.0 54.0 1300 55.0 53.5 78.5 82.0 53.4 54.9 55.1 54.2 1400 55.1 53.7 78.6 84.5 53.6 54.9 55.2 54.3 1500 55.2 54.0 79.0 85.7 53.8 55.0 55.1 54.5 1600 55.3 54.3 79.2 85.4 53.8 55.0 55.2 54.5 1700 55.4 54.3 79.5 86.3 53.9 55.2 55.3 54.7 1800 55.3 54.0 79.5 84.9 53.9 55.0 55.2 54.7 l
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| m 1900 55.4 54.3 79.7 83.3 53.9 55.2 55.2 54.4 2000 55.5 53.9 79.5 81.7 53.9 55.1 55.2 55.4 2100 55.3 54.0 79.3 79.8 54.0 55.1 55.0 55.3 2200 55.3 53.8 79.3 79.5 53.8 55.0 54.9 55.3 2300 55.3 53.6 79.1 78.5 53.8 54.9 54.8 53.8 2400 55.1 53.6 79.0 7? 9 53.8 54.9 54.5 53.7 I
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| TABLE 256 HOURLY WATER TEMPERATURE ( F) DATA, QUAD-CITIES STATION, OCTOBER 13, 1980 I Cooling Canal Cold Downstream Sensors Time Upstream Intake End Discharge A B C D 0100 55.0 53.5 78.8 77.2 53.5 54.5 54.2 53.5 I 0200 0300 0400 55.0 54.8 54.8 53.3 53.0 52.8 78.9 78.7 78.5 77.3 76.7 78.4 53.5 53.2 53.2 54.5 54.4 54.3 54.2 54.2 54.1 53.3 53.2 53.1 0500 54.6 53.0 78.4 78.5 53.1 54.2 54.2 53.0 0600 54.5 52.8 78.2 78.9 53.0 54.3 54.4 53.2 0700 54.5 52.5 77.7 76.0 53.0 54.1 54.5 53.2 0800 54.5 52.2 77.7 76.4 53.0 54.2 54.7 53.4 0900 54.4 52.4 77.7 78.9 52.7 54.5 54.9 53.3 1000 54.5 52.4 77.8 82.4 52.8 54.5 55.0 53.6 1100 54.7 52.7 78.3 87.4 53.0 54.5 55.0 54.0 1200 54.8 53.0 78.7 90.5 53.1 54.4 55.2 54.3 I~ 1300 1400 55.0 55.0 53.2 53.5 79.2 79.5 92.8 92.3 53.3 53.5 54.8 54.9 55.5 55.6 54.6 54.8 1500 55.1 53.8 79.5 96.7 53.6 55.0 56.0 55.1 I 1600 1700 1800 55.4 55.4 55.5 53.8 53.8 54.0 79.6 79.5 79.5 94.3 93.9 92.8 53.8 54.0 54.1 55.2 55.2 55.3 56.0 56.0 56.0 55.4 55.3 55.4 I 1900 2000 2100 55.5 55.5 55.5 53.8 53.9 54.1 79.4 79.1 78.9 90.8 89.4 88.9 54.2 54.3 54.2 55.4 55.5 55.3 55.9 55.9 55.6 55.4 55.4 55.1 l 2200 55.6 54.0 78.5 88.0 54.3 55.4 55.6 55.1 2300 55.5 53.8 78.4 88.7 54.1 55.4 55.5 55.0 l 2400 55.5 54.0 78.5 88.5 54.0 55.3 55.3 54.9 l!
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| TABLE 257 HOURLY WATER TEMPERATURE ( F) DATA, QUAD-CITIES STATION, OCTOBER 14, 1980 Cooling E Canal B Cold Downstreara Sensors Time Upstream Intake End Discharge A B C D 0100 55.3 54.0 78.4 87.9 53.9 55.1 55.2 54.7 I
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| 0200 55.4 53.7 78.0 87.5 54.0 54.9 55.0 54.2 0300 55.2 53.6 78.0 86.5 53.7 54.9 55.0 54.4 0400 55.1 53.5 77.9 86.3 53.5 54.7 54.7 54.2 0500 55.1 53.2 78.0 86.1 53.5 54.7 54.9 54.2 0600 55.0 53.4 78.0 86.3 53.2 54.5 54.9 54.2 0700 55.0 53.2 78.0 86.1 53.3 54.6 55.1 54.3 0800 54.7 53.0 77.7 83.7 53.0 54.6 55.1 54.3 0900 54.7 52.9 77.2 90.6 53.0 54.6 55.2 54.4 1000 54.9 53.1 76.7 90.5 53.0 54.0 55.3 54.5 1100 54.9 53.3 76.3 91.3 53.0 54.1 55.3 53.7 1200 55.0 53.2 76.3 93.3 53.3 54.7 55.3 54.7 1300 55.0 53.3 76.7 95.7 53.4 54.9 55.4 54.8 l' 1400 55.1 53.6 77.7 96.2 53.6 55.0 55.5 54.7 5 1500 55.2 53.9 78.1 98.0 I 53.7 55.1 55.5 54.9 1600 55.5 54.5 78.5 98.8 54.0 55.2 55.7 55.2 1700 55.5 54.5 78.5 98.9 54.1 55.3 55.8 55.3 1800 55.5 54.5 76.8 99.6 54.2 55.3 55.6 55.1 1900 55.6 54.2 76.5 96.9 54.1 55.4 55.6 55.2 2000 2100 55.5 55.7 54.3 54.2 76.3 76.0 95.9 93.5 54.2 54.3 55.4 55.4 55.5 55.4 55.1 55.0 E'
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| E 2200 55.5 54.0 75.7 92.1 54.1 55.2 55.2 54.8 2300 55.5 54.1 75.6 93.3 54.2 55.3 55.3 54.9 2400 55.5 54.0 75.3 93.5 54.1 55.2 55.2 54.8 U Instruments zeroed to ground truth data.
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| TABLE 258 HOURLY WATER TEMPERATURE ( F) DATA, QUAD-CITIES STATION, OCTOBER 15, 1980 I Cooling Canal Cold Downstream Sensors Time Upstream Intake End Discharge A B C D 0100 55.4 54.0 75.2 96.7 54.0 55.0 55.1 54.7 I 0200 0300 0400 55.3 55.2 55.0 53.8 53.7 53.6 73.4 75.5 75.9 105.3 103.8 108.8 53.9 53.7 53.7 54.9 54.9 54.7 54.9 54.9 54.7 54.5 54.5 54.3 0500 55.0 53.5 75.8 108.6 53.5 54.7 54.7 54.3 I 0600 0700 0800 55.0 54.9 55.0 53.3 53.3 53.2 75.5 75.4 75.5 109.0 108.7 110.8 53.3 53.3 54.7 54.5 54.7 54.7 54.1 54.1 53.2 54.5 55.0 54.1 I 0900 1000 1100 54.8 54.8 54.9 53.0 53.0 53.0 75.4 75.5 75.9 108.7 110.4 111.4 53.0 53.0 53.0 54.C 54.6 54.6 54.7 55.0 55.0 53.8 54.4 54.5 1200 54.9 53.0 76.0 111.5 53.2 54.6 55.2 I 1300 1400 1500 54.9 54.8 54.9 53.0 52.9 53.0 77.4 77.6 78.0 113.2 113.7 53.0 52.9 54.6 54.5 55.1 55.1 54.5 54.5 54.5 115.1 53.1 54.7 55.2 54.7 1600 55.0 53.2 78.0 115.4 53.2 54.5 55.2 54.6 1700 55.0 53.1 78.2 114.3 53.2 54.8 55.2 54.7 1800 55.0 53.2 78.4 115.7 53.2 54.7 55.2 54.5 1900 55.0 53.3 78.7 115.9 53.2 54.7 55.2 54.5 2000 55.1 53.2 89.5 116.5 53.4 54.9 55.1 54.5 2100 55.0 53.2 79.3 115.4 53.4 54.9 55.1 54.4 2200 55.0 53.1 79.5 117.0 53.4 54.8 55.1 54.5 i
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| I 2300 2400 54.9 54.8 53.1 53.3 79.5 79.4 116.5 116.5 53.3 53.3 54.8 54.6 54.9 54.9 54.3 54.5 I
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| TABLE 259 HOURLY WATER TEMPERATURE ( F) DATA, QUAD-CITIES STATION, I OCTOBER 16, 1980 I
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| Cooling Canal i Cold Downstream Sensors Time Upstream Intake End Discharge A B C D i 0100 0200 54.8 54.7 53.1 53.0 79.4 79.3 116.5 53.2 54.6 54.9 54.5 I
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| 115.8 53.1 54.4 54.7 54.4 0300 54.6 53.0 79.5 115.2 53.0 54.2 54.5 54.2 0400 54.6 52.8 80.0 114.0 53.0 54.4 54.5 54.2 0500 54.6 52.9 80.1 112.8 53.0 54.3 54.6 54.2 0600 54.6 52.8 80.4 109.0 53.0 54.1 54.4 54.2 0700 54.7 52.8 81.0 108.0 52.9 54.0 54.5 54.2 0800 54.5 52.6 81.0 108.5 52.7 54.0 54.4 54.2 0900 54.5 52.7 81.4 108.5 52.9 54.1 54.4 54.3 1000 54.5 52.7 81.7 109.6 52.9 54.3 54.6 54.2 1100 54.7 53.0 82.0 110.0 53.1 54.5 54.9 54.8 1200 55.0 53.0 82.7 113.6 53.3 54.7 55.0 54.5 1300 55.0 53.4 83.0 117.2 53.3 54.8 55.1 55.0 1400 55.0 53.2 83.5 115.2 53.3 54.6 E
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| 55.1 54.5 3 1500 54.8 53.3 83.8 119.5 53.3 54.6 55.1 54.7 1600 54.7 53.3 84.2 119.5 53.4 54.7 55.2 54.9 1700 55.0 53.5 84.4 120.0 53.5 54.7 55.2 54.7 l 1800 55.0 53.5 84.5 119.1 53.6 55.0 55.3 54.8 l 1900 55.2 53.8 84.6 120.0 53.7 55.0 55.3 54.8 2000 55.3 54.1 84.9 120.0 53.9 55.0 55.4 54.8 E 2100 55.3 53.8 84.5 120.0 53.7 55.0 55.5 55.0 E l 2200 55.3 54.0 84.5 120.0 54.0 54.9 55.5 54.7 2300 55.2 54.5 84.2 120.0 53.7 55.0 55.5 55.0 2400 55.4 54.3 84.1 118.5 54.0 55.0 55.4 55.0 l
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| I TABLE 260 HOURLY WATER TEMPERATURE ( F) DATA, QUAD-CITIES STATION, OCTOBER 17, 1980 I Cooling Canal Cold Downstream Sensors Time Upstream Intake End Discharge A B C D 0100 55.2 54.3 84.3 113.8 53.9 55.0 55.5 55.0 I 0200 0300 0400 55.3 55.3 55.3 54.8 54.3 54.5 84.3 84.3 84.6 117.1 117.1 116.7 54.0 54.1 54.0 55.0 55.0 55.0 55.5 55.5 55.7 54.9 54.9 54.9 0500 55.3 54.3 84.5 117.8 54.0 55.0 55.7 55.0 I 0600 0700 0800 55.2 55.5 55.4 54.3 54.5 54.3 84.7 84.5 84.4 113.7 111.3 109.2 54.1 54.0 55.2 55.2 55.7 55.8 55.2 55.2 54.1 55.1 56.1 55.1 I 0900 1000 1100 55.4 55.3 55.4 54.3 54.2 54.5 84.3 84.1 84.0 104.4 99.0 98.6 54.1 54.1 54.3 55.1 55.0 55.4 56.0 56.0 56.2 55.0 55.0 55.1 1200 55.5 55.0 83.5 97.4 54.6 55.3 56.2 55.3 I 1300 1400 55.7 56.0 56.4 55.3 55.3 56.2 83.5 83.5 96.2 95.9 54.6 55.0 55.3 55.5 56.5 56.5 55.6 56.0 1500,,7 84.3 93.0 55.4 55.6 57.0 56.2 16002 56.4 56.5 83.1 90.7 55.4 55.5 57.0 56.3 1700 56.5 56.5 82.5 87.5 55.4 55.6 57.1 56.5 1800 56.5 56.3 82.5 86.5 55.4 55.5 57.0 56.5 1900 56.4 56.0 81.7 82.8 55.2 55.7 57.0 56.6 I 2000 2100 56.5 56.3 55.6 55.6 81.0 80.0 80.1 80.0 55.1 55.0 56.0 56.0 57.0 56.8 56.3 56.5 2.^.0 0 56.3 55.4 78.7 78.0 55.0 56.0 56.7 56.7 I 2300 2400 56.2 56.2 55.4 55.2 77.2 75.6 76.4 76.4 55.0 54.8 55.9 56.0 56.7 56.4 56.7 56.7
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| TABI.E 261 HOURLY WATER TEMPERATURE ( F) DATA, OUAD-CITIES STATION, OCTOBER 18, 19dt Cooling Canal Cold Downstream Sensors Time Upstream Intake End Discharge A B C D 0100 56.2 54.9 73.8 74.9 54.9 55.9 56.5 56.5 0200 56.1 54.8 71.8 73.7 54.7 55.8 - 56.3 56.3 E 0300 56.1 54.7 70.00 73.0 54.6 55.7 56.2 56.3 5 0400 55.8 54.5 68.6 73.0 54.4 55.6 56.0 56.0 0500 56.1 54.4 67.8 71.7 54.5 55.5 55.9 55.9 3 0600 55.9 55.7 67.0 70.6 54.3 55.5 55.9 55.8 0700 56.0 54.6 65.7 71.4 54.2 55.4 55.9 55.7 E 0800 55.9 54.0 65.0 72.3 54.2 55.3 55.8 55.7 0900 55.7 54.6 64.4 77.0 54.2 54.8 56.0 55.7 E 1000 55.7 54.7 64.4 76.1 54.2 54.9 56.1 55.7 5 1100 55.8 54.7 64.4 76.7 54.5 55.0 56.3 55.7 1200 55.9 54.9 64.7 77.5 54.6 55.2 56.4 55.9 E 1300 56.0 55.1 65.2 78.0 54.7 55.3 56.5 56.
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| 1400 56.1 55.5 65.4 79.0 54.9 35.4 56.7 56.3 I
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| 1500 56.0 55.5 65.5 78.3 55.0 55.4 56 . f. 56.4 1600 56.3 55.8 65.3 79.2 55.1 55.6 56.; 56.5 1700 56.2 55.5 64.9 76.9 54.9 55.5 56.2 56.2 1800 56.1 55.3 64.5 75.5 54.9 55.7 56.2 56.2 1900 56.1 54.9 63.8 74.9 54.6 55.6 56.0 56.1 2000 56.0 54.8 62.9 74.2 54.6 55.5 55.9 55.9 2100 56.2 54.5 62.3 73.6 54.9 55.5 55.7 55.7 2200 56.0 54.5 61.5 73.0 54.5 55.3 55.5 55.5 2300 55.9 54.2 60.7 72.7 54.4 55.2 55.2 55.2 2400 55.7 54.0 60.3 72.1 54.2 55.3 55.2 55.2 I
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| I TABLE 262 HOURLY WATER TEMPERATURE ( F) DATA, QUAD-CITIES STATION, OCTOBER 19, 1980 Cooling Canal Cold Downstream Sensors l Time Upstream Intake End Discharge A B C D lI 0100 55.4 53.4 59.3 71.8 53.8 54.5 54.5 54.5 0200 55.4 53.6 58.9 71.4 53.7 54.7 54.4 54.3 I 0300 0400 55.3 55.1 55.0 53.4 53.3 53.2 58./
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| 58.4 58.3 70.8 70.0 67.8 53.4 53.4 54.5 54.5 54.3 54.1 54.1 54.0 0500 53.0 54.4 54.0 53.7 I 0600 0700 0800 55.0 54.9 55.0 52.8 52.7 52.6 57.9 57.5 57.2 66.9 67.4 67.7 53.0 53.2 53.0 54.3 54.4 54.2 53.9 54.0 54.0 53.7 53.7 53.7 0900 54.9 52.5 57.0 71.7 52.8 54.2 54.0 53.7 1000 54.8 52.4 58.2 73.7 52.7 54.1 54.0 53.7 1100 54.8 52.4 58.2 73.7 52.7 54.1 54.0 53.7 1200 54.8 52.7 59.0 75.0 52.9 54.1 54.1 53.9 1300 54.9 53.0 60.3 76.0 52.8 54.2 54.1 54.0 1400 54.8 53.2 60.4 77.7 53.0 54~.6 54.3 54.0 1500 54.8 53.4 60.8 79.0 52.9 54.5 54.3 56.1 1600 54.8 53.4 60.6 79.7 53.0 54.6 54.3 54.1 1700 54.9 53.3 61.0 79.8 53.0 54.5 54.3 54.1 1800 54.8 53.1 60.9 79.5 52.8 54.5 54.1 54.1 1900 54.8 52.9 60.9 78.6 52.9 54.6 54'.1 54.1 2000 54.9 52.8 60.5 78.3 53.0 54.6 54.1 53.9 l 2100 55.0 52.7 60.2 78.5 53.1 54.5 54.1 53.8 2200 54.9 52.6 59.6 78.6 53.0 54.5 53.9 53.8 l 2300 55.0 52.6 59.2 78.3 53.0 54.5 53.9 53.8 l 2400 54.5 52.5 58.7 78.0 52.7 54.4 53.5 53.3 1
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| TABLE 263 HOURLY WATER TEMPERATURE ( F) DATA, QUAD-CITIES STATION, OCTOBER 20, 1980 Cooling Canal Cold Downstream Sensors Time Upstream Intake End Discharge A B C D 0100 54.6 52.4 58.5 77.0 52.7 54.1 53.3 53.0 0200 54.7 52.4 58.1 77.1 52.5 54.2 53.1 53.1 0300 54.5 52.4 57.8 76.8 52.7 54.1 53.0 52.7 0400 54.5 52.2 57.5 76.3 52.4 54.0 53.1 52.7 0500 54.4 52.2 57.2 75.3 52.4 54.0 53.2 52.7 0600 54.2 52.1 57.1 74.7 52.1 54.0 53.4 52.7 0700 54.3 52.1 57.0 73.2 52.2 54.0 53.5 52.7 0800 54.4 52.0 56.7 75.0 52.1 54.1 53.5 52.7 0900 54.2 51.5 56.3 75.7 51.9 53.7 53.3 52.7 E 1000 54.1 51.7 56.8 78.7 52.0 53.7 53.5 52.9 3 1100 54.3 52.0 57.3 79.5 52.2 53.6 53.6 53.1 1200 54.3 52.2 57.6 80.4 52.5 54.0 53.8 53.4 1300 54.5 52.5 59.1 81.7 52.0 54.1 54.0 53.6 1400 54.5 52.7 56.6 82.8 52.7 54.3 54.0 53.9 1500 54.7 53.0 61.4 84.3 52.6 54.5 54.1 54.1 1600 54.8 53.1 61.8 84.6 52.5 54.5 54.1 54.1 1700 55.0 53.6 61.5 83.9 53.3 54.3 54.2 54.3 1800 54.9 53.3 61.2 82.3 53.3 54.5 54.3 54.2 1900 55.0 53.2 60.5 80.2 53.2 54.6 54.4 54.3 2000 55.0 53.0 60.1 78.2 53.3 54.6 54.3 54.2 2100 55.0 52.9 59.5 77.8 53.3 54.6 54.3 54.2 2200 55.0 52.9 59.3 77.3 53.2 54.8 54.4 54.1 2300 54.8 52.7 59.0 77.0 52.9 54.6 54.4 54.2 2400 54.9 52.7 58.7 75.8 53.0 54.6 54.2 54.2 I
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| TABLE 264 HOURLY WATER TEMPERATURE ( F) DATA, QUAD-CITIES STATION, OCTOBER 21, 1980 Cooling Canal.
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| Cold Downstream Sensors Time Upstream Intake End Discharge A B C D I 0100 54.9 52.7 58.2 75.6 52.9 54.6 54.2 54.1 0200 54.9 52.6 57.7 75.5 53.1 54.5 54.2 54.1 0300 54.7 52.5 57.4 75.4 52.7 54.4 54.2 54.0 0400 54.7 52.5 56.9 75.3 52.7 54.5 54.4 54.0 0500 54.6 52.2 56.5 75.3 52.6 54.4 54.4 54.0 I 0600 0700 0800 54.6 54.5 54.5 52.3 52.2 52.0 56.0 55.7 55.2 75.1 75.0 75.0 52.6 52.4 52.4 54.5 54.5 54.5 54.5 54.5 54.6 54.2 54.3 54.2 0900 54.4 52.0 54.7 75.0 52.4 54.6 54.6 54.3 I 1000 1100 1200 54.5 54.5 54.8 52.0 52.1 52.4 54.7 55.0 55.7 75.0 75.3 75.6 52.0 52.5 52.5 54.6 54.7 54.8 54.6 54.7 54.3 54.5 54.8 54.6 1300 54.9 52.8 59.0 76.1 52.5 55.0 54.9 54.9 1400 55.0 53.3 59.0 79.4 53.2 55.0 54.9 54.9 1500 55.2 53.6 59.0 80.5 53.3 55.1 55.0 54.9 1600 55.3 53.7 58.5 80.7 53.5 55.1 55.0 55.0 1700 55.3 53.9 58.4 80.5 53.5 55.2 54.8 54.8 1800 55.5 53.8 58.3 80.5 53.3 55.1 54.8 54.5 1900 55.2 53.8 58.3 80.5 53.3 55.0 54.6 54.6 l
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| I 2000 2100 2200 55.3 55.2 55.1 53.7 53.6 53.6 58.4 57.7 57.1 80.5 79.5 79.3 53.3 53.0 53.0 55.0 55.0 54.6 54.5 54.4 54.3 54.5 54.4 54.3 2300 55.0 53.4 55.8 78.8 52.8 54.5 54.1 54.1 2400 54.8 53.2 53.3 78.0 52.3 54.5 54.0 54.0 l
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| I TABLE 265 HOURLY WATER TEMPERATURE ( F) DATA, QUAD-CITIES STATION, OCTOBER 22, 1980 Cooling Canal Cold Downstream Sensors Time Upstream Intake End Discharge A B C D 0100 54.7 53.1 50.8 76.8 52.3 54.3 53.6 53.6 0200 54.6 52.9 50.0 76.3 52.3 54.2 53.6 53.6 0300 54.6 52.6 51.6 77.0 52.3 54.2 53.7 53.5 0400 54.4 52.5 51.3 77.3 52.0 54.0 53.9 53.6 0500 54.4 52.4 50.7 -77.3 52.0 54.0 54.0 53.7 0600 54.4 52.1 50.3 77.0 51.8 54.0 54.0 53.7 0700 54.3 52.0 49.7 78.8 51.7 54.1 54.3 53.9 0800 54.5 51.8 48.6 79.2 52.2 54.1 54.3 53.9 0900 54.2 51.6 47.8 80.3 52.3 54.0 54.3 53.8 1000 54.3 51.7 47.9 80.1 52.4 54.1 54.2 53.8 E 1100 54.3 51.8 48.7 80.5 52.4 54.1 54.1 54.0 3 1200 U 54.5 52.1 49.0 81.0 52.8 54.1 54.1 54.0 1300 53.5 52.4 54.8 60.0 53.0 54.1 54.1 54.0 1400 53.6 52.7 55.8 59.8 53.0 54.2 54.1 54.0 1500 53.9 53.0 57.5 63.8 53.1 54.5 54.3 54.2 1600 53.7 53.0 58.2 66.3 53.1 54.5 54.3 54.3 170t 53.9 53.1 58.4 67.3 53.2 54.6 54.3 54.3 1800 53.9 53.0 58.5 65.9 53.2 54.5 54.3 54.3 1900 53.7 52.9 58.6 62.2 53.0 54.3 54.0 54.0 2000 53.7 52.7 58.6 61.5 52.0 54.3 53.9 53.6 g 2100 53.6 52.6 58.5 58.8 52.8 54.0 53.7 53.7 2200 53.5 52.5 59.8 59.5 52.7 53.9 53.5 53.5 E
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| 2300 53.5 52.4 61.7 59.4 52.5 53.9 53.3 53.3 2400 53.2 52.2 63.6 59.5 52.3 53.4 53.0 53.0 U Instruments zeroed to ground truth data.
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| I TABLE 266 HOURLY WATER TEMPERATURE ( F) DATA, QUAD-CITIES STATION, OCTOBER 23, 1980 Cooling I Time Upstream Intake Canal Cold End Discharge A Downstream Sensors B C D i
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| ! 0100 53.2 52.0 64.0 60.0 52.3 53.5 52.8 52.8 0200 53.2 51.8 63.8 63.8 52.0 53.5 53.0 52.6 0300 53.0 51.6 64.0 I 0400 0500 53.0 52.8 51.3 51.2 64.1 64.0 68.8 72.3 74.0 52.0 51.7 51.7 53.5 53.5 53.3 53.0 53.0 53.2 52.5 52.5 53.4 0600 52.7 51.0 65.0 75.0 51.5 53.3 53.2 52.5 0700 52.7 50.9 66.3 77.0 51.5 52.3 53.2 52.5 0800 52.7 50.8 67.5 78.8 51.3 53.2 53.2 52.5 0900 52.6 60.5 68.2 79.7 51.3 53.1 53.1 52.5 1000 52.8 50.9 68.7 82.0 51.5 53.2 53.2 52.7 1100 52.8 50.9 69.0 832.4 51.5 53.2 53.2 53.7 1200 53.0 51.2 69.6 83.3 51.9 53.3 53.3 52.8 1300 52.8 51.2 70.0 84.0 52.0 53.6 53.4 52.8 I 1400 1500 1600 52.9 53.3 53.3 51.5 51.8 51.9 71.5 73.1 74.0 84.9 86.3 87.7 52.1 52.3 52.5 53.5 53.8 53.9 53.4 53.5 53.5 53.0 53.3 53.3 I 1700 1800 1900 53.3 53.3 53.4 52.1 52.2 52.3 75.0 75.9 76.5 88.5 89.5 90.0 52.6 52.6 52.6 54.1 54.0 54.0 53.6 53.6 53.7 53.5 53.2 53.2 2000 53.4 52.2 77.1 90.7 52.5 54.2 53.7 53.4 2100 53.5 52.1 77.3 91.0 52.7 54.1 53.6 53.2 2200 53.4 52.1 77.7 91.5 52.6 54.0 53.5 53.1 l 2300 53.5 52.2 78.5 92.3 52.5 54.0 53.6 53.0 2400 53.4 52.2 79.0 92.7 52.5 54.1 53.5 52.9 I
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| TABLE 267 HOURLY WATER TEMPERATURE ( F) DATA, QUAD-CITIES STATION, OCTOBER 24, 1980 Cooling Canal Cold Downstream Sensors Time Upstream Intake End Discharge A B C D D'
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| 0100 53.4 52.2 79.5 93.0 52.5 54.0 53.5 53.0 0200 53.3 52.1 79.8 93.3 52.3 54.0 53.4 52.9 0300 53.3 52.1 80.5 93.8 52.3 54.0 53.5 52.8 0400 53.3 52.0 80.8 94.7 52.4 54.1 53.6 52.8 0600 53.2 51.9 81.3 94.3 52.3 54.0 53.9 53.0 0700 53.2 51.7 81.3 94.3 52.1 54.0 54.0 52.7 0800 53.0 51.6 81.2 94.5 52.1 53.8 53 8 52.9 0900 52.8 51.0 80.3,I 93.5 51.8 53.5 53.7 52.7 1000 52.0 50.9 77.0: 91.5 ! 51.8 53.5 53.6 52.7 1100 52.6 50.8 77.0 91.0 51.8 53.6 53.7 52.9 1200 52.7 50.8 76.8 90.7 51.9 53.6 53.6 53.1 1300 53.0 50.8 76.3 90.5 51.9 53.6 53.7 53.3 1400 53.2 50.8 76.3 90.2 52.0 54.0 54.0 53.5 1500 53.0 50.9 76.1 89.9 52.0 54.0 54.0 53.6 1600 53.1 51.C 76.0 89.6 52.2 53.7 53.9 53.5 1700 53.0 50.7 75.5 89.7 52.0 54.0 54.0 53.5 1800 53.0 50.7 75.1 89.5 52.1 53.9 53.9 53.4 1900 53.0 50.5 74.8 88.8 51.8 53.8 53.8 53.3 2000 52.9 50.4 74.5 89.0 51.6 53.9 53.7 53.2 2100 52.8 50.5 74.2 88.2 51.6 53.8 53.7 53.0 2200 52.8 50.2 73.7 87.6 51.6 53.6 53.5 52.9 2300 52.8 50.0 73.5 87.8 51.6 53.5 53.5 52.9 2400 52.6 49.9 73.4 87.3 51.4 53.3 53.3 52.7 Instruments zeroed to ground truth data.
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| TABLE 268 HOURLY WATER TEMPERATURE ( F) DATA, QUAD-CITIES STATION, OCTOBER 25, 1980 Gooling Canal Cold Downstream Sensors Time Upstream Intake End Discharge A B C D 0100 52.7 49.8 73.3 85.8 51.5 53.4 53.5 52.5 0200 52.7 49.8 72.9 82.9 51.2 53.1 53.1 52.5 0300 52.5 49.6 72.7 80.6 51.1 53.3 53.0 52.5 I 0400 0600 0700 52.5 52.4 52.3 49.5 49.3 49.1 72.5 72.5 72.3 81.4 8'.3 82.0 51.2 51.1 50.9 53.2 53.2 52.9 53.0 52.6 52.5 52.3 52.0 51.7 0800 52.3 49.1 72.0 82.1 51.0 I 0900 1000 52.0 52.0 58.9 48.9 70.6 69.0 81.2 80.0 50.7 50.5 52.9 52.9 52.8 52.4 52.0 51.7 51.5 51.4 51.1 1100 52.0 48.9 68.5 79.2 50.2 52.3 51.5 50.9 I 1200 1300 1400 51.8 51.8 51.8 48.7 43.6 48.5 68.7 68.5 68.5 79.4 79.5 79.9 50.2 50.2 50.1 52.3 52.4 52.4 51.3 51.1 51.0 50.6 50.6 50.3 51.8 I 1500 1600 1700 51.6 51.4 48.5 48.3 48.1 68.5 68.3 67.7 79.9 79.9 79.9 50.1 49.8 49.7 52.4 52.1 52.0 51.0 50.7 50.5 50.4 50.2 50.0 1800 51.4 47.8 66.8 79.2 49.4 51.9 50.4 49.9 l 1900 51.3 47.5 66.8 79.3 49.0 51.7 50.3 49.9 l 2000 51.1 47.3 66.8 79.6 49.0 51.5 50.0 49.5 2100 51.0 47.0 67.0 79.7 48.7 51.4 40.0 49.5 2200 51.0 46.9 67.1 79.6 49.0 51.5 49.9 49.4 l 2300 50.9 46.7 67.2 80.1 48.9 51.4 49.8 49.3 l 2400 50.7 46.5 67.1 80.2 48.8 51.2 49.7 49.1 l
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| I TABLE 269 HOURLY WATER TEMPERATURE (*F) DATA, QUAD-CITIES STATION, OCTOBER 26, 1980 Cooling Canal Cold Downstream Sensors Time Upstream Intake End Discharge A B C D i
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| l l 0100 50.5 46.3 67.0 80.1 48.6 51.2 49.5 48.9 0200 50.5 46.1 66.7 79.9 48.4 51.0 49.2 48.6 0300 50.5 46.0 66.8 80.3 48.4 50.8 49.0 48.4 0400 50.5 45.7 66.7 80.0 48.3 50.7 48.9 48.3 0500 50.2 45.7 66.7 80.1 48.1 50.6 49.0 48.1 0600 50.2 45.6 67.0 80.8 48.1 50.6 48.7 48.0 0700 50.2 45.6 67.2 81.3 48.0 50.7 48.9 48.0 g 0800 50.1 45.3 67.2 81.4 47.9 50.7 48.8 48.0 3 0900 50.0 45,2 67.1 81.4 47.6 50.5 48.6 47.8 1000 50.0 45.2 67.4 81.7 47.6 50.5 48.6 47.8 g 1100 50.1 50.1 45.2 45.2 67.5 67.6 82.2 82.2 47.8 50.4 48.5 47.6 g 1200 47.6 50.3 48.5 47.6 1300 50.0 45.3 68.0 82.1 47.6 50.4 48.3 47.6 1400 50.2 45.6 61.5 82.6 47.8 50.5 48.4 47.8 1500 50.0 45.6 68.5 83.0 47.8 50.5 48.4 47.7 1600 50.0 45.6 68.8 83.3 47.6 50.5 48.2 47.7 1700 50.0 45.6 68.9 83.6 47.6 50.5 48.2 47.7 g l
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| 1800 50.0 43.2 69.2 84.0 47.5 50.5 48.2 47.4 g 1900 50.0 45.2 69.2 84.0 47.5 50.5 48.2 47.4
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| ! 2000 50.0 35.0 69.2 84.2 47.5 50.4 48.0 47.5 2100 49.9 44.8 69.1 84.9 47.4 50.3 48.0 47.3 2200 49.7 44.6 69.2 84.8 47.2 50.0 47.5 46.9 2300 49.6 44.6 69.6 85.3 47.2 49.8 47.5 47.2 2400 49.5 44.5 69.7 85.5 47.0 49.8 47.5 47.0 I
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| TABLE 270 HOURLY WATER TEMPERATURE (*F) DATA, QUAD-CITIES STATION, I OCTOBER 27, 1980 Cooling Canal Cold Downstream Sensors Time Upstream Intake End Discharge A B C D 0100 49.4 44.3 69.8 85.7 46.8 49.6 47.5 46.7 0200 49.4 44.1 69.9 86.7 46.6 49.5 47.5 46.6 0300 49.3 44.1 70.0 86.2 46.5 49.4 47.6 46.6 0400 49.1 43.9 70.0 86.1 41.5 49.3 47.6 46.7 I 0500 0600 0700 49.1 49.1 49.0 43.8 43.7 43.5 70.3 70.6 70.5 86.3 86.7 87.0 46.3 46.3 46.2 49.3 49.3 49.3 47.8 47.8 48.0 46.9 47.0 47.0 0800 49.0 43.3 70.7 87.3 46.2 49.4 47.7 47.0 0900 49.1 43.3 70.8 88.4 46.3 49.4 48.0 47.1 1000 49.0 43.3 71.1 88.6 46.3 49.4 48.0 47.0 1100 49.2 43.3 71.2 88.4 46.4 49.4 47.9 47.0 I 1200 1300 1400 49.2 49.2 49.2 43.3 43.4 43.5 71.3 72.9 74.0 88.5 89.0 90.5 46.3 46.5 46.5 49.5 49.5 49.3 47.9 47.9 47.7 47.0 47.0 46.9 1500 49.2 43.5 74.3 90.7 46.4 49.2 47.8 46.7 1600 49.7 43.3 74.6 91.0 46.4 49.3 47.5 46.9 1700 49.0 43.3 74.7 90.9 46.3 49.3 47.6 46.8 1800 48.8 43.2 75.5 91.0 46.2 49.3 47.4 46.8 l
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| 1900 49.0 43.1 75.3 91.3 46.3 49.2 47.2 46.6
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| ! 2000 49.0 43.0 75.2 91.3 46.1 49.0 47.2 46.4 2100 48.9 42.6 75.9 91.3 45.9 48.7 47.0 46.2 2200 48.8 42.5 76.0 91.6 45.9 48.7 46.9 45.9 l 2300 48.8 42.5 76.6 91.9 45.7 48.4 46.7 45.8 2400 48.8 42.3 76.7 91.8 45.6 48.5 46.7 45.9 ll l ll I
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| TABLE 271 HOURLY WAiER TEMPERATURE ( F) DATA, QUAD-CITIES STATION, OCTOBER 28, 1980 Cooling Canal Cold Downstream Sensors Time Upstream Intake End Discharge A E C D 0100 48.8 42.2 76.9 92.0 45.5 48.5 46.7 45.8 0200 48.8 42.1 77.4 92.8 45.5 48.5 46.7 45.9 0300 48.4 41.9 77.5 92.4 45.3 48.4 46.6 46.0 0400 48.2 41.8 77.4 92.5 45.2 48.5 46.6 46.0 0500 48.2 41.6 77.6 92.6 45.1 48.5 46.5 45.6 g 0603 48.2 41.3 77.9 93.0 45.0 48.5 46.2 45.4 g 0700 48.2 41.3 77.9 93.0 45.0 48.5 46.2 45.4 0800 48.2 41.3 78.0 92.8 45.0 48.5 46.2 45.3 0900 48.2 41.2 78.5 93.0 45.0 48.4 46.2 45.2 1000 48.1 41.6 78.5 93.1 45.0 48.3 46.0 45.3 1100 48.2 42.1 78.7 93.4 45.1 48.5 46.0 45.2 1200 48.3 42.3 79.2 93.6 45.1 48.4 46.1 45.3 1300 48.4 42.5 79.5 94.0 45.2 48.4 46.0 45.5 l
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| 3 1400 48.4 42.7 80.4 94.2 45.3 48.4 46.0 45.6 1500 48.4 42.9 80.7 94.5 45.2 48.5 46.0 45.4 1600 48.4 42.9 80.7 94.5 45.2 48.5 46.0 45.4 1700 48.4 42.9 80.7 94.5 45.1 48.4 45.9 45.4 1800 48.4 42.4 80.7 94.6 45.0 48.4 45.7 45.2 1900 48.2 42.4 80.7 94.7 45.0 48.3 45.5 45.2 l
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| 2000 48.2 42.3 80.9 94.7 44.9 48.2 45.4 44.9 2100 48.1 42.2 80.9 94.5 44.7 48.0 45.3 44.8 2200 48.0 41.6 80.9 94.5 44.7 48.0 45.2 44.6 2300 47.9 42.1 80.9 94.6 44.5 47.7 45.2 44.5 2400 47.8 41.7 80.7 94.4 44.2 47.8 45.2 44.5 I
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| I TABI.E 272 HOURLY WATER TEMPERATURE ( F) DATA, QUAD-CITIES STATION, OCTOBER 29, 1980 Cooling Canal Cold Downstream Sensors Time Upstream Intake End Discharge A B C D 0100 47.7 41.2 80.9 94.3 44.2 47.7 45.3 44.5 0200 47.7 41.2 80.8 94.3 44.2 47.7 45.5 44.5 0300 47.7 40.9 80.8 94.3 44.1 47.7 45.6 44.7 0400 47.5 40.5 80.6 93.9 44.0 47.7 45.6 44.8 0500 47.4 40.4 80.5 93.8 43.9 47.7 45.6 44.8 0600 47.4 40.6 79.9 93.7 43.9 47.9 45.6 44.8 I 0700 0800 0900 47.4 47.3 47.5 40.0 40.0 40.1 80.0 80.0 80.0 93.5 93.5 93.5 43.9 43.9 44.1 47.7 47.7 48.0 35.7 45.3 45.3 44.8 44.7 44.7 47.6 40.3 80.0 I 1000 1100 1200 47.8 47.8 40.7 41.1 80.1 80.8 93.8 94.0 94.6 44.2 44.5 44.5 48.0 48.0 48.2 45.3 45.3 45.5 44.7 44.8 44.8 1300 S! 47.9 41.7 81.2 94.8 44.7 48.2 45.4 44.9 1400 42.6 42.3 81.5 94.1 44.7 42.5 45.5 45.0 1500 42.7 42.2 81.6 94.7 44.9 42.5 45.2 44.9 1600 42.7 42.5 82.0 94.8 44.9 42.5 45.2 45.0 170C 42.7 42.3 82.0 94.8 44.9 42.5 45.1 45.0
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| ,I 1800 42.6 42.3 81.9 94.6 44.9 42.4 45.0 45.0 l 1900 42.8 41.9 82.0 94.5 44.8 42.3 44.7 44.6 2000 42.5 42.1 82.1 94.5 44.6 42.3 44.7 44.6 i 2100 42.5 42.0 82.0 94.5 44.6 42.0 44.6 44.5 l 2200 42.4 41.8 82.0 94.2 44.4 41.8 44.5 44.5 2300 42.3 41.6 82.0 94.2 44.2 41.8 44.5 44.2 2400 42.2 41.6 81.9 94.2 44.1 41.7 44.6 44.1 S Instruments zeroed to ground t uth data.
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| TABLE 273 HOURL. 'ER TEMPERATURE (*F) DATA, QUAD-CITIES STATION, OCTOBER 30, 1980 Cooling Canal Cold Downstream Sensors Time Upstream Intake End Discharge A B C D 0100 42.1 41.0 81.8 94.0 44.0 41.7 44.8 44.2 0200 42.0 40.9 81.5 93.8 43.8 41.7 45.0 44.2 0300 41.9 40.7 81.6 93.8 43.8 41.7 45.2 44.3 0400 41.9 40.6 81.3 93.5 43.7 41.7 45.2 44.5 0500 41.9 40.5 81.0 93.5 43.7 41.7 45.2 44.6 0600 42.0 40.2 81.1 93.5 43.7 41.8 45.5 44.5 0700 41.8 39.9 80.8 93.2 43.7 41.8 45.2 44.6 0800 42.1 40.4 81.0 93.0 43.9 43.0 45.2 44.6 0900 42.5 40.1 81.0 93.2 44.0 42.0 45.3 44.6 1000 42.6 40.4 81.1 93.2 44.1 42.1 45.3 44.7 1100 42.8 40.6 81.1 93.4 44.4 42.2 45.3 44.9 1200 43.0 41.3 81.1 93.4 44.6 42.4 45.3 45.0 1300 43.0 41.8 81.4 93.6 44.9 42.5 45.3 45.1 1400 43.3 42.3 81.4 93.9 45.0 42.5 45.3 45.2 1500 43.3 42.6 81.4 94.0 45.1 42.6 45.3 45.2 1600 43.3 43.2 81.4 94.0 45.1 42.7 45.2 45.1 1700 43.4 42.6 81.4 94.0 45.1 42.6 45.2 45.0 1800 43.3 42.6 81.6 94.2 45.1 42.5 45.0 45.0 1900 43.3 42.3 81.8 94.5 45.1 42.5 45.0 45.0 2000 43.3 42.6 82.0 94.5 45.0 42.5 44.7 44.6 2100 43.2 42.6 82.3 94.7 45.0 42.4 44.6 44.6 2200 43.1 42.6 82.5 94.8 44.7 42.3 44.5 44.4 l 2300 43.0 42.2 82.3 94.6 44.6 42.1 44.5 44.2 E 2400 42.8 42.1 82.7 94.8 44.5 42.0 44.5 44.0 I
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| I TABLE 274 HOURLY WATER TEMPERATURE ( F) DATA, QUAD-CITIES STATION, OCTOBER 31, 1980 I Cooling I Time Upstream Intake Canal Cold End Discharge A Downstream Sensors B C D 0100 42.8 42.2 82.4 94.6 44.3 42.0 44.5 44.0 0200 42.8 41.7 82.3 94.5 44.2 41.7 44.7 44.0 0300 42.6 41.7 82.3 94.5 44.1 42.0 44.9 44.0 0400 42.6 41.9 82.6 94.4 44.1 42.0 45.0 44.1 0500 42.6 41.5 82.5 94.4 44.1 41.9 45.1 44.0 0600 42.7 41.2 82.7 94.5 44.2 42.0 45.2 44.3 I 0700 0800 0900 42.7 42.8 43.0 41.1 41.5 41.1 82.2 82.4 82.5 94.4 94.5 94.5 44.2 44.4 44.5 42.1 42.1 42.3 45.2 45.2 45.3 44.5 44.5 44.7 1000 43.1 42.1 82.7 94.7 44.7 42.5 45.3 44.7 I 1100 1200 43.3 43.5 42.1 42.7 83.0 83.5 95.0 95.5 44.9 45.1 42.5 42.7 45.3 45.4 44.9 44.9 1300 43.5 43.3 84.0 96.0 45.3 42.9 45.5 45.2 I 1400 1500 1600 43.7 43.9 44.0
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| /3.4 43.9 43.6 84.5 84.2 84.4 96.2 96.4 96.5 45.5 45.7 45.7 42.9 43.2 43.2 45.5 45.7 45.7 45.3 45.4 45.5 1700 44.0 43.3 84.3 96.2 45.8 43.1 45.5 45.4 1800 44.0 43.3 84.3 96.2 45.8 43.1 45.5 45.4 1900 43.9 43.1 84.5 96.2 45.7 43.1 45.2 45.2 2000 43.8 43.4 84.5 96.2 45.6 42.9 45.1 45.0 2100 43.8 43.0 85.0 96.2 45.6 42.9 45.0 44.8 1 2200 43.7 42.9 85.0 96.5 45.4 42.7 45.0 44.6 2300 43.6 42.7 85.0 96.7 45.4 42.7 45.1 44.6 2400 43.6 43.2 84.8 96.4 45.4 42.7 45.0 44.4 I
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| l TABLE 275 I
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| HOURLY WATER TEMPERATURE ( F) DATA, QUAD-CITIES STATION NOVEMBER 1, 1980 Cooling I
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| Canal Cold Downstream Sensors
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| . Time Upstream Intake End Discharge A B C D l
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| 0100 43.3 42.6 84.4 96.2 45.1 42.6 45.3 44.5 0200 43.4 42.3 84.3 96.0 45.0 42.7 45.3 44.5 0300 43.3 42.3 84.1 95.6 44.8 42.6 45.3 44.7 E 0400 43.3 42.2 83.8 95.4 44.9 42.5 45.3 44.7 E 0500 43.4 41.8 83.7 95.3 45.0 42.6 45.5 44.8 0600 43.3 41.9 83.5 95.1 45.1 42.6 45.5 44.7 0700 43.5 42.0 83.5 95.1 45.2 42.8 45.5 44.9 0800 43.3 42.0 83.5 94.9 45.0 42.7 45.5 44.8 0900 43.4 42.1 83.4 94.8 45.1 42.8 45.3 44.9 1000 43.6 42.6 83.5 94.9 45.4 43.0 45.5 45.0 1100 43.6 42.6 83.6 95.0 45.4 43.0 45.5 E
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| 45.0 3 1200 43.6 42.6 83.6 95.1 45,4 43.0 45.5 45.0 1300 43.9 42.9 83.8 95.4 45.5 43.1 45.5 45.1 1400 43.8 43.2 84.0 95.6 45.6 43.0 45.4 45.0 1500 43.8 43.3 84.0 95.9 45.8 43.2 45.4 45.2 1600 43.8 43.7 84.1 96.0 45.8 43.1 45.3 45.2 1700 43.7 43.3 84.0 95.7 45.6 42.9 45.1 45.0 1800 43.7 43.3 84.0 95.8 45.7 42.8 45.0 44.9 1900 43.7 43.2 84.0 95.9 45.5 42.6 45.0 44.6 2000 43.6 43.2 84.0 95.7 45.4 42.6 45.0 44.5 E 2100 43.5 42.7 84.1 95.7 45.2 42.5 44.8 44.3 g 2200 43.4 42.6 84.0 95.7 45.0 42.3 44.6 44.1 2300 43.3 42.4 83.6 95.3 44.9 42.2 44.5 44.0 l 2400 43.2' 42.2 83.4 93.7 44.7 42.0 44.5 44.0 I
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| TABLE 276 HOURLY WATER TEMPERATURE (*F) DATA, QUAD-CITIES STATION, NOVEMBER 2, 1980 Cooling I Time Upstream Intake Canal Cold End Discharge A Downstream Sensors B C D 0100 43.1 42.0 83.3 90.9 44.8 42.2 44.8 44.1 0200 43.2 42.1 83.3 88.5 44.7 42.2 44.7 44.1 I 0300 0400 0500 43.1 43.1 43.1 41.7 41.5 41.2 83.0 82.7 82.5 87.2 87.9 86.3 44.7 44.6 44.6 42.4 42.3 42.3 45.0 45.0 44.9 44.3 44.5 44.4 0600 43.1 41.3 82.2 84.8 44.6 42.3 45.0 44.4 0700 43.2 41.2 81.5 85.5 44.7 42.3 45.0 44.4 0800 43.2 41.3 79.5 85.6 44.7 42.5 45.0 44.4 0900 43.3 41.0 78.2 84.4 44.9 42.6 45.0 44.4 I 1000 1100 1200 43.4 43.3 43.3 41.2 41.6 41.9 77.2 77.6 77.2 83.2 80.0 67.2 45.0 44.5 44.5 42.6 42.6 42.8 45.0 45.0 L4.7 44.5 44.8 44.7 1300 43.5 42.1 76.1 66.5 44.7 42.7 44.7 44.8 1400 43.6 42.4 76.3 66.0 44.9 42.8 44.7 45.0 1500 43.6 42.5 77.0 66.5 45.0 42.9 44.7 45.0 1600 43.7 42.6 76.8 66.7 45.1 42.9 44.7 44.9 I 1700 1800 1900 43.5 43.5 43.5 42.6 42.5 42.4 76.0 75.5 68.4 66.0 65.5 63.0 44.8 44.8 44.7 42.8 42.8 42.5 44.6 44.8 44.3 44.9 44.8 44.6 2000 43.2 42.2 64.3 59.0 44.6 42.4 44.1 44.4
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| .I 2100 2200 43.2 43.1 42.1 42.0 63.5 63.1 56.0 57.5 44.4 44.5 42.3 42.2 44.0 43.9 44.2 44.0 2300 43.1 41.8 63.3 57.8 44.5 42.2 43.9 44.0 2400 43.0 41.7 6?.0 57.7 44.2 42.0 44.0 44.1 I
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| TABLE 277 HOURLY WATER TEMPERATURE (*F) DATA, QUAD-CITIES STATION, NOVEMBER 3, 1980 Cooling Canal Cold Downstream Sensors Time Upstream Intake End Discharge A B C D I
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| 0100 43.1 41.6 62.7 58.3 44.1 42.0 44.3 44.3 0200 43.0 41.6 61.9 60.5 44.1 42.0 44.5 44.4 g 0300 43.1 41.4 58.9 62.0 44.6 0400 43.2 41.3 57.5 59.5 44.8 42.1 42.3 44.8 45.0 44.5 44.7 g
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| 0500 43.2 41.3 57.0 60.5 44.8 42.3 45.0 44.9 0600 43.4 41.5 57.0 62.0 44.9 42.5 45.1 45.0 0700 43.5 41.5 57.0 62.0 45.1 42.6 45.3 45.0 l
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| a 0800 43.5 41.5 57.1 62.0 45.1 42.6 45.1 45.0 0900 43.3 41.5 58.1 62.5 45.1 42.5 44.9 44.9 1000 43.4 41.7 59.8 61.4 E
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| 45.3 42.7 45.0 45.0 1100 43.4 42.0 58.4 59.5 45.2 42.7 45.0 45.0 5 1200 43.5 42.3 58.7 57.3 45.0 42.8 45.0 45.1 1300 43.6 42.6 59.8 56.7 45.0 43.0 45.0 45.1 1400 43.6 42.6 60.3 55.5 45.1 43.0 45.0 45.3 1500 43.6 42.7 60.3 55.5 45.0 43.0 45.0 45.3 1600 43.6 42.6 60.6 55.7 45.0 42.8 44.8 45.0 1700 43.5 42.6 60.0 3
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| 1800 43.6 42.6 59.0 55.7 45.0 42.9 44.8 44.9 g 55.2 45.1 42.9 44.8 45.0 1900 43.7 42.7 57.3 54.0 45.0 42.8 44.8 45.1 2000 43.7 42.7 56.7 53.2 44.8 42.8 44.8 45.1 2100 43.6 42.6 55.4 52.1 44.9 42.8 44.8 45.0 2200 43.5 42.5 55.1 52.0 44.9 42.8 44.6 45.0 2300 43.4 42.5 55.2 51.7 44.9 42.8 44.6 44.9 2400 43.3 42.4 55.3 51.5 44.8 42.8 45.0 45.0 I
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| TABLE 278 HOURLY WATER TEMPERATURE ( F) DATA, QUAD-CITIES STATION, NOVEMBER 4, 1980 Cooling I Time Upstream Intake Canal Cold End Discharge A Downstream Sensors B C D 0100 43.5 42.3 55.1 45.0 44.9 43.0 44.9 44.9 0200 43.5 42.2 54.8 42.6 44.9 43.0 44.9 45.0 I 0300 0400 0500 43.5 43.5 43.5 42.2 42.2 42.1 54.7 54.2 53.7 42.0 41.5 41.2 44.9 44.6 44.8 42.8 43.0 43.0 45.0 44.9 44.9 45.1 45.1 45.1 0600 43.5 42.1 53.3 41.2 44.8 43.0 44.9 45.1 0700 43.5 42.0 52.8 41.0 44.8 43.0 44.9 45.0 0800 43.5 42.1 52.5 40.9 45.0 43.1 44.9 45.0 0900 43.5 42.2 52.2 41.0 44.9 43.1 44.8 45.0 I 1000 1100 1200 43.7 43.7 43.8 42.3 42.6 42.9 52.5 53.7 54.4 41.3 41.3 42.0 45.0 45.1 45.3 43.0 43.1 43.3 45.0 45.0 45.1 45.1 45.4 45.5 1300 44.0 43.1 56.3 42.1 45.5 43.5 45.1 45.6 1400 44.0 43.3 56.2 42.1 45.5 43.5 45.1 45.6 1500 44.0 43.3 56.1 42.5 45.6 43.6 45.1 46.0 1600 44.0 43.5 55.9 42.5 45.6 43.5 45.1 45.8 I 1700 1800 1900 44.2 44.0 43.9 43.4 43.3 43.2 55.4 55.0 54.6 42.3 42.3 42.0 45.7 45.5 45.5 43.5 43.6 43.4 45.0 45.0 44.9 45.8 45.8 45.5 2000 43.9 43.1 54.3 42.1 45.4 43.3 44.9 45.1 2100 43.9 42.9 54.0 42.0 45.5 53.2 44.6 45.1 2200 43.8 42.8 53.3 41.9 45.2 43.0 44.6 45.1 2300 43.6 42.7 52.9 41.7 45.0 43.0 44.6 45.0 2400 43.6 42.6 52.6 41.3 44.9 42.9 44.9 45.0 I
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| TABLE 279 HOURLY WATER TEMPERATURE (*F) DATA, QUAD-CITIES STATION, NOVEMBER 5, 1980 l
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| l Coolins E, Canal g)
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| Cold Downstream Sensors Time Upstream Intake End Discharge A B C D 0100 43.5 42.3 52.0 41.3 44.9 42.8 44.8 45.1 I
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| 0200 43.4 42.1 51.7 41.3 44.8 42.8 44.9 45.2 0300 43.4 42.0 51.3 40.8 44.7 42.8 45.1 45.1 0400 43.3 41.8 50.8 40.6 44.5 42.8 45.0 45.1 0500 43.2 41.8 50.8 40.6 44.5 42.8 45.0 45.1 0600 43.2 41.0 50.4 40.6 44.5 43.0 44.9 45.2 g 1 0700 43.3 41.7 50.0 40.4 44.6 42.9 44.8 45.0 g l 0800 43.3 41.7 50.0 40.4 44.5 42.8 44.7 45.0 l 0900 43.3 41.6 50.0 40.6 44.5 42.8 44.5 44.7 1000 43.3 41.9 50.1 40.7 44.5 42.8 44.5 44.7 1100 43.4 42.2 52.0 40.9 44.8 42.9 44.7 45.1 1200 43.5 42.5 52.0 41.3 45.0 43.0 44.8 45.1 1300 43.5 42.8 53.0 41.5 45.0 42.9 44.8 45.3 1400 43.7 42.9 53.8 41.8 45.1 43.1 44.8 45.5 1500 43.7 43.1 54.3 41.8 45.1 43.1 44.8 45.6 l 1600 43.7 43.1 53.8 41.9 45.2 43.0 44.8 45.5 1700 43.5 43.0 53.3 41.8 45.1 43.0 44.6 45.1 l 1800 43.7 42.7 53.0 41.7 45.0 42.9 44.5 45.3 l 1900 43.6 42.7 52.7 41.5 44.9 42.9 44.4 45.3 2000 43.5 42.5 52.4 41.6 44.8 42.7 44.4 45.0 E l 2100 43.4 42.4 52.1 41.3 44.6 42.4 44.2 45.0 5 2200 43.4 42.1 51.7 41.3 44.6 42.4 44.1 44.5 2300 43.2 42.0 51.5 50.9 44.5 42.4 44.1 44.6 2400 43.2 41.9 51.1 40.7 44.2 42.2 44.2 44.6 I
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| TABLE 280 HOURLY WATER TEMPERATURE ( F) DATA, QUAD-CITIES STATION, NOVEMBER 6, 1980 Cooling I Time Upstream Intake Canal Cold End Discharge A Downstream Sensors B C D 0100 43.2 41.8 51.1 40.7 44.4 42.3 44.4 44.5 0200 43.2 41.8 51.0 40.7 44.2 42.3 44.6 44.7 I 0300 0400 0500 43.1 43.2 43.2 41.7 41.7 41.6 50.6 50.3 50.1 40.7 40.5 40.4 44.5 44.4 44.4 42.5 42.4 42.5 44.8 45.0 45.2 44.9 45.1 45.2 0600 43.2 41.5 49.8 40.7 44.6 42.4 45.2 45.2 I 0700 0800 0900 43.2 43.3 43.6 41.5 41.5 41.8 49.5 49.3 49.3 40.5 40.5 40,8 44.6 44.6 44.8 42.5 42.6 45.2 45.2 45.4 45.5 42.6 45.2 45.4 I 1000 1100 1200 43.5 43.8 43.6 41.9 42.3 42.6 49.7 50.2 51.0 41.0 41.2 41.7 44.8 45.0 44.9 42.8 42.9 43.0 45.2 45.3 45.3 45.6 45.8 45.8 1300 U 43.8 42.9 51.6 45.0 45.2 43.0 45.3 46.0 1400 43.8 43.1 52.2 45.5 45.1 43.1 45.5 46.2 1500 43.9 43.5 52.8 45.5 45.6 43.3 45.5 46.5 1600 44.0 43.5 53.4 45.8 45.5 43.3 45.5 46.5 I 1700 1800 1900 43.9 43.9 44.0 43.5 43.5 43.5 53.2 53.6 53.6 45.6 45.7 45.7 45.7 45.8 45.7 43.3 43.3 43.3 45.4 45.4 45.4 46.5 46.5 46.2 2000 44.0 43.6 53.3 45.7 45.7 43.2 45.2 46.2 2100 44.1 43.6 53.5 45.7 46.0 43.3 45.3 46.2 2200 44.1 43.5 53.5 45.7 45.5 43.3 45.1 46.2 2300 44.0 43.4 53.4 45.6 45.3 43.1 45.1 46.1 2400 44.0 43.4 53.3 45.6 45.5 43.3 45.2 46.0
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| TABLE 281 HOURLY WATER TEMPERATURE ( F) DATA, QUAD-CITIES STATION, NOVEMBER 7, 1980 l Cooling E l
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| Canal Cold E
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| Downstream Sensors Time Upstream Intake End Discharge A B C D l 0100 43.9 43.2 53.1 45.1 45.6 43.1 45.1 46.0 I
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| 1 0200 43.7 43.2 53.0 45.4 45.2 42.9 45.3 45.9 0300 43.7 43.0 52.9 45.4 45.2 43.0 45.5 45.9 l 0400 43.7 43.0 52.8 45.6 45.3 43.2 45.7 46.0 0500 43.5 42.8 52.8 45.6 45.3 43.2 45.7 46.2 0600 43.5 43.0 52.7 48.7 45.3 43.3 46.0 46.4 0700 43.9 42.8 52.0 55.5 45.8 43.3 46.4 46.4 0800 43.8 42.8 51.4 54.9 45.8 43.4 46.4 46.5 0900 44.0 42.9 51.0 57.3 46.0 43.4 46.6 46.6 1000 44.0 43.0 51.2 59.9 46.1 43.6 46.7 46.7 1100 44.0 43.2 48.0 62.4 46.3 43.7 46.7 46.7 1200 44.2 43.6 45.5 60.8 46.5 43.7 46.9 46.9 1300 44.3 44.0 46.6 61.5 46.6 43.8 47.1 47.2 l .
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| 1400 44.5 44.2 52.8 66.0 46.9 44.0 47.2 47.4 E
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| 3 1500 44.7 44.5 54.0 68.2 47.1 44.0 47.3 47.3 l 1600 44.7 44.7 54.8 68.4 47.1 44.0 47.5 47 6 l 1700 44.7 44.6 56.6 69.7 47.2 44.2 47.5 47.o 1800 44.8 44.5 57.6 70.2 47.3 44.3 47.4 47.5 1900 44.8 44.5 57.6 70.0 47.3 44.2 47.5 47.5 l 2000 44.9 44.4 57.2 66.0 47.3 44.2 47.4 47.7 g 44.4 58.0 44.1 47.4 2100 44.9 63.0 47.3 47.4 3 2200 44.7 44.4 61.0 63.8 47.2 44.2 47.2 47.2 2300 44.7 44.4 62.4 60.7 47.0 44.0 47.1 47.2 E 2400 44.7 44.4 62.4 60.7 47.0 44.0 47.1 47.2 g l
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| TABLE 282 HOURLY WATER TEMPERATURE ( F) DATA, QUAD-CITIES STATION, NOVEMBER 8, 1980 Cooling I Time Upstream Intake Canal Cold End Discharge A Downstream Sensors B C D I 0100 0200 44.8 44.7 44.3 44.3 63.5 64.3 61.5 62.9 46.9 47.0 44.0 44.1 47.1 47.1 47.1 47.1 0300 44.7 44.2 64.3 65.0 46.9 44.1 47.1 47.1 0400 44.7 44.2 64.0 64.8 46.7 44.0 47.1 47.1 0500 44.5 44.0 64.5 66.2 46.7 43.9 47.3 47.2 0600 44.5 43.9 65.7 71.9 46.7 43.7 47.3 47.2 I 0700 0800 0900 44.5 44.5 44.6 43.9 43.9 44.0 66.0 66.2 66.8 70.4 71.0 72.8 46.6 46.5 46.6 43.7 43.9 44.1 47.4 47.3 47.6 47.4 47.3 47.5 I 1000 1100 1200 44.5 44.5 44.6 43.9 44.0 44.2 67.2 67.3 67.5 73.1 72.8 75.0 46.6 46.8 47.0 44.0 44.0 44.1 47.5 47.5 47.5 47.5 47.5 47.4 1300 44.6 44.2 68.0 75.6 47.2 44.1 47.3 47.3 1400 44.6 44.5 68.7 78.7 47.2 44.0 47.5 47.4 1500 44.9 44.7 69.3 78.9 47.3 44.2 47.5 47.4 1600 44.9 44.6 69.8 79.0 47.3 44.2 47.5 47.5 1700 44.9 44.8 70.4 78.1 47.2 44.1 47.4 47.4 1800 45.0 44.8 71.0 77.4 47.3 44.1 47.4 47.4 1900 44.9 44.7 71.3 77.6 47.3 44.1 47.3 47.3 2000 44.9 44.8 71.5 78.3 47.3 44.2 47.3 47.3 I 2100 2200 2300 44.9 44.9 44.9 44.9 44.9 44.7 71.5 72.3 72.6 76.6 75.6 80.2 47.3 47.2 47.2 44.1 44.0 44.2 47.2 47.2 47.2 47.2 47.2 47.2 2400 44.7 44.6 72.7 81.1 43.2 44.1 47.1 47.1 lI I
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| I TABLE 283 HOURLY WATER TEMPERATURE (*F) DATA, QUAD-CITIES STATION, NOVEMBER 9, 198u I
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| Cooling Canal Cold Downstream Sensors Time Upstream Intake End Discharge A B C D 0100 44.7 44.7 72.8 69.0 47.1 44.1 47.1 47.1 0200 44.7 44.6 72.8 67.0 47.1 44.0 47.0 47.0 0300 44.7 44.6 72.6 66.4 47.0 44.1 47.3 46.8 0400 44.8 44.3 72.4 77.5 47.1 l
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| 44.1 47.3 47.0 5 0500 44.8 44.3 72.3 75.2 47.0 44.0 47.3 47.0 0600 44.7 44.2 72.4 79.0 47.0 44.0 47.3 47.0 0700 44.7 44.0 72.1 78.9 47.0 44.0 47.3 47.1 0800 44.5 43.9 72.0 80.0 46.9 43.9 47.4 47.0 0900 44.5 43.9 71.0 79.5 46.9 44.0 47.4 47.1 1000 44.6 44.1 70.1 79.1 47.0 44.0 47.5 47.3 1100 44.7 44.3 70.3 79.1 47.3 44.3 47.8 47.3 1200 44.8 44.7 70.4 75.5 47.3 44.5 48.0 47.5 1300 45.0 45.0 71.3 80.1 47.5 44.5 48.1 47.8 1400 45.1 45.1 72.2 80.3 47.7 44.6 48.3 48.0 1500 45.2 45.4 72.5 82.5 47.8 44.6 48.3 48.0 1600 45.1 45.3 72.3 82.2 47.8 44.6 48.3 48.1 1700 45.2 45.2 72.0 83.0 47.8 44.7 48.3 47.8 1800 45.2 45.2 71.8 82.0 47.9 44.6 48.2 48.2 1900 45.2 45.2 71.8 82.0 47.7 44.5 48.3 48.2 2000 45.1 45.1 71.3 81.7 47.8 44.6 48.2 48.0 2100 45.1 45.1 71.3 81.9 47.7 44.5 47.9 48.0 2200 45.0 44.9 71.2 80.6 47.5 44.5 47.9 47.8 2300 45.0 44.8 71.2 82.0 47.6 44.5 47.7 47.6 2400 45.0 44.7 71.2 82.3 47.5 44.4 47.6 47.6 I
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| TABLE 284 HOURLY WATER TEMPERATURE ( F) DATA, QUAD-CITIES STATION, NOVEMBER 10, 1980 Cooling I Time Upstream Intake Canal Cold End Discharge A Downstream Sensors B C D 0100 45.0 44.6 70.9 82.1 47.5 44.4 47.5 47.5 0200 45.0 44.3 70.2 81.5 47.3 44.2 47.6 47.3 0300 44.9 44.3 69.9 81.3 47.2 44.3 47.6 47.4 0400 44.7 44.1 69.7 81.3 47.1 44.1 47.6 47.2 0500 44.6 44.1 69.5 81.5 46.9 44.0 47.7 47.3 0600 44.6 44.0 69.5 81.5 47.0 43.9 47.9 47.4 I 0700 0800 44.5 44.6 44.7 43.9 43.9 69.9 70.0 82.2 83.0 46.8 47.0 43.9 44.0 48.1 48.1 47.5 47.6 0900 43.9 70.0 83.6 47.0 44.0 48.3 47.6 I 1000 1100 1200 44.7 44.6 44.9 44.0 44.2 44.5 69.8 69.5 69.8 83.3 83.5 84.0 47.0 47.2 47.3 44.0 44.1 44.3 48.3 48.4 48.4 47.7 48.0 48.1 1300 45.0 44.6 70.3 84.5 47.5 44.5 48.4 48.3 I 1400 1500 45.0 45.0 45.0 45.0 70.7 71.1 84.5 85.1 47.6 47.7 44.6 44.6 48.5 48.5 48.2 48.3 1600 45.0 45.0 71.4 RS.6 47.8 44.7 48.3 48.2 I 1700 1800 1900 45.0 45.0 45.1 45.0 45.0 44.9 71.6 71.5 71.5 85.8 86.2 85.8 47.A 47./
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| 47.6 44.7 44.7 44.7 48.2 48.0 48.0 48.2 47.9 47.7 2000 45.0 44.8 71.3 84.8 47.6 44.4 47.8 47.7
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| , 2100 45.0 44.6 71.0 84.4 47.6 44.4 47.5 47.5 l 2200 45.0 44.5 71.2 83.4 47.5 44.4 47.2 47.2 l 2300 44.9 44.5 71.5 81.2 47.2 44.2 47.3 47.2 I 2400 44.6 44.5 71.8 80.7 47.1 44.0 47.0 46.7 lI l
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| I TABLE 285 I
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| HOURLY WATER TEMPERATURE (*F) DATA, D'IAD-CITIES STATION, NOVEMBER 11, 1980 I
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| Cooling Canal Cold Downstream Sensors Time Upstream Intake End Discharge A B C D 0100 44.7 44.1 72.0 74.0 47.0 43.8 46.9 46.7 0200 44.5 44.0 72.0 72.0 46.7 43.7 46.6 46.6 0300 44.5 43.9 72.1 68.9 46.6 43.6 46.7 46.5 0400 44.4 43.9 72.2 68.7 46.5 43.7 46.7 46.5
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| '300 44.3 43.6 72.0 70.4 46.4 43.5 46.9 46.5 u600 44.3 43.5 72.2 75.7 46.2 43.4 46.9 46.6 0700 44.1 43.3 72.5 11.8 46.2 43.4 47.0 46.6 0800 44.1 43.3 73.0 70.0 46.1 43.5 47.0 46.7 0900 44.0 43.1 73.1 74.1 46.1 43.5 47.2 46.8 1000 44.0 43.4 73.5 75.0 46.2 43.7 47.3 47.0 5 1100 44.0 43.3 73.7 76.0 46.3 43.7 47.3 47.0 3 1200 44.0 43.7 74.0 75.1 46.4 43.9 47.4 47.2 1300 44.3 43.8 74.3 73.8 46.4 43.9 47.4 47.2 1400 44.5 43.9 74.7 77.3 46.4 43.9 47.3 47.3 1500 44.5 43.6 75.0 79.0 46.5 43.9 47.3 47.3 1600 44.5 43.6 75.3 76.2 46.5 43.9 47.1 47.0 1700 44.5 43.7 75.9 79.2 46.6 43.8 47.1 47.0 1800 44.5 43.6 76.0 76.9 46.8 43.9 47.0 47.0 1900 44.5 43.7 76.1 78.8 46.6 44.0 47.0 47.0 2000 44.5 43.7 75.9 79.0 46.6 43.8 46.8 46.5 g 2100 44.5 43.7 75.9 79.5 46.6 43.8 46.8 46.8 g 2200 44.4 43.6 75.9 82.3 46.5 43.6 46.6 46.5 2300 44.3 43.7 75.8 79.5 46.5 43.6 46.5 46.5 2400 44.2 43.6 75.6 82.1 46.3 43.5 46.5 46.4 I
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| I TABLE 286 HOURLY WATER TEMPERATURE ('F) DATA, QUAD-CITIES STATION, NOVEMBER 12, 1980 I Cooling I Time Upstream Intake Canal Cold End Discharge A Downstream Sensors B C D 0100 44.2 43.5 75.7 77.0 46.2 43.3 46.5 46.0 0200 44.0 43.4 75.7 77.9 46.1 43.4 46.4 46.3 0300 44.0 43.2 75.9 82.0 46.1 43.3 46.4 46.2 I 0400 0500 0600 44.0 44.0 43.9 43.2 43.1 43.0 75.6 75.5 75.5 82.1 82.0 81.2 46.0 46.0 46.0 43.3 43.3 43.3 46.5 46.3 46.6 46.0 46.2 46.2 I 0700 0800 0900 43.9 43.7 43.7 42.8 42.8 42.5 75.5 75.2 75.4 82.0 82.0 82.0 45.7 45.5 45.5 43.3 43.3 43.2 46.5 46.8 46.8 46.2 46.3 46.5 1000 43.8 42.6 75.7 82.0 45.7 43.3 47.0 46.6 I 1100 1200 1300 44.0 44.2 44.3 42.9 43.1 43.2 76.0 75.7 75.8 81.0 75.3 72.3 45.4 46.1 46.2 43.4 43.6 43.7 47.0 47.0 46.6 46.8 47.0 47.0 I 1400 1500 1603 44.3 44.5 44.5 43.5 43.5 43.7 76.2 76.0 76.4 73.7 70.0 67.2 46.3 46.4 46.4 43.7 43.9 44.0 47.0 47.0 46.9 47.0 47.0 47.0 1700 44.5 43.6 76.5 65.5 46.4 43.8 46.8 46.8 I 1800 1900 2000 44.3 44.3 44.3 43.5 43.6 43.6 96.9 77.2 77.1 62.9 64.0 46.4 46.5 43.8 43.7 47.0 47.0 47.0 46.9 64.5 46.5 43.9 46.9 46.9 I 2100 2200 2300 44.5 44.5 44.5 43.6 43.7 43.7 76.9 76.5 75.6 63.8 63.2 63.3 46.6 46.6 46.6 44.1 44.1 44.0 46.9 46.9 46.7 46.9 46.9 46.7 2400 44.4 43.6 75.2 63.5 46.5 44.0 46.6 46.6 I
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| l TABLE 287 HOURLY WATER TEMPERATURE ( F) DATA, QUAD-CITIES STATION, l NOVEMBER 13, 1980 Cooling g C nal E Cold Downstream Sensors Time Upstream Intake End Discharge A B C D l 0100 44.4 43.6 75.3 64.0 46.3 43.8 46.6 46.6 I
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| 0200 44.4 43.7 76.1 65.0 46.5 43.9 46.6 46.6 0300 44.4 43.6 76.2 65.2 46.4 44.0 46.6 46.5 l 0400 44.5 43.5 76.3 65.7 46.4 43.8 46.6 46.6 l
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| 0500 44.3 43.5 76.2 66.8 46.3 43.9 46.6 46.5 l
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| 0600 44.3 43.6 75.9 66.3 46.3 43.8 46.5 46.6 g 0700 44.3 43.6 75.6 66.3 46.3 43.8 46.8 46.6 3 0800 44.3 43.6 75.6 66.5 46.4 44.0 47.0 46.8 0900 44.3 43.5 75.8 67.0 46.4 43.8 47.0 46.7 1000 44.3 47.6 76.3 68.7 46.4 43.7 47.3 47.0 1100 44.3 43.7 76.8 70.4 46.4 43.7 47.3 47.0 1200 44.3 43,7 77.0 72.3 46.5 43.8 47.3 47.0 1300 44.5 43.9 77.3 76.0 46.5 44.0 47.3 47.8 E 1400 44.3 44.0 77.5 78.2 46.7 43.8 47.3 47.1 5 1500 44.5 44.0 77.7 84.5 46.7 43.8 47.5 47.1 1600 44.5 44.1 78.0 87.5 46.8 43.8 42.5 47.1 E 1700 44.5 '.4. 0 78.4 90.7 46.8 43.9 47.5 47.
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| l 1800 44.5 44.0 78.7 82.0 46.8 44.1 47.5 47.1 E 1900 44.5 43.9 78.9 92.5 46.8 43.9 47.4 47.0 2000 44.9 43.9 79.0 91.9 46.8 43.7 47.4 47.1 l 2100 44.9 43.9 78.6 90.4 46.8 43.8 47.3 47.0 l
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| m 2200 44.9 44.1 78.6 90.1 46.9 43.8 47.2 47.2 2300 44.8 43.9 78.2 89.8 46.8 43.8 47.2 47.2 E 2400 44.8 43.9 78.2 90.6 46.8 43.9 47.2 47.1 E
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| I TABLE 288 I HOURLY WATER TEMPERATURE (*F) DATA, QUAD-CITIES STATION, NOVEMBER 14, 1980 I Cooling Canal I Time Upstream Intake Cold End Discharge A Downstream Sensors B C D I 0100 0200 0300 44.5 44.2 44.2 44_0 43.7 43.6 78.0 77.8 77.5 88.9 88.5 89.0 46.7 46.7 46.7 43.7 43.8 43.8 47.2 47.2 47.0 47.2 47.2 47.0 0400 44.4 43.5 77.2 88.0 46.6 43.8 47.0 I 0500 0600 44.2 44.2 43.5 43.4 77.0 77.0 89.2 88.0 46.6 46.5 43.8 43.8 47.2 47.2 47.0 47.0 47.0 0700 44.3 43.4 76.7 88.7 46.5 43.6 47.3 46.9 I 0800 0900 1000 44.3 44.2 44.2 43.2 43.2 43.2 76.5 76.5 76.6 87.0 85.7 87.9 46.4 46.3 46.3 43.7 43.7 43.6 47.3 47.4 47.3 46.9 46.9 46.8 1100 2/ 44.3 43.2 76.4 89.9 44.5 43.6 46.1 45.6 1200 44.2 43.2 76.2 90.0 44.2 43.5 46.3 45.8 1300 44.4 43.1 76.2 91.8 44.1 43.6 46.5 45.9 1400 44.4 43.2 76.0 91.6 44.1 43.2 46.5 45.9 I 1500 1600 1700 44.2 44.2 44.2 43.1 42.9 43.0 76.0 75.9 76.1 91.4 91.2 92.0 44.6 44.0 44.0 43.6 43.4 43.7 46.4 46.3 46.2 45.9 45.8 45.7 1800 44.2 43.0 76.1 92.4 44.0 43.4 46.0 45.5 1900 44.3 43.0 76.2 92.0 44.0 43.5 46.0 45.5 l 2000 44.1 42.8 76.2 92.3 44.0 43.2 45.9 45.4 2100 44.2 42.9 44.0
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| ;I 2200 2300 44.0 44.0 42.8 42.7 76.3 76.1 75.8 92.3 92.5 92.0 44.0 43.8 43.3 43.3 43.4 45.7 45.6 45.5 45.3 45.1 44.9 2400 43.9 42.6 75.8 92.0 43.5 43.2 45.3 45.0 I 2,/I nstruments zeroed to ground truth data.
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| TABLE 289 HOURI.Y WATER TEMPERATURE ( F) DATA, QUAD-CITIES STATION, NOVEMBER 15, 1980 Cooling Canal g
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| Cold E
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| Downstream Sensors
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| ! Time Upstream Intake End Discharge A B C D l
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| 0100 43.9 42.5 75.6 92.2 43.5 43.2 45.2 44.8 I
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| 0200 43.9 42.4 75.6 92.0 43.5 43.2 45.1 44.7 0300 43.8 42.3 75.7 91.8 43.5 43.0 45.1 44.7 0400 43.8 42.3 75.6 91.7 43.4 43.0 45.0 44.5 0500 43.6 42.1 75.8 91.9 43.3 42.9 44.9 44.4 0600 43.5 41.9 75.2 91.7 43.1 42.9 44.9 44.4 0700 43.5 41.9 75.6 92.1 43.0 42.9 44.7 44.2 0800 43.4 41.8 75.5 92.1 42.9 42.7 44.8 44.2 0900 44.3 41.7 75.5 92.0 42.8 42.5 44.6 44.0 1000 43.4 41.6 75.4 92.1 42.9 42.6 44.7 44.1 1100 43.3 41.6 75.3 92.0 42.6 42.5 44.5 44.0 1200 43.3 41.7 75.5 92.0 42.8 42.5 44.5 44.0 1300 43.3 41.7 75.5 91.9 42.7 42.5 44.5 44.0 1400 43.3 41.8 75.9 92.1 42.7 42.5 44.6 43.9 1500 43.2 41.9 76.0 92.1 42.7 42.4 44.5 43.9 1600 43.3 42.0 76.2 92.5 42.7 42.4 44.5 44.0 E 1700 43.2 41.7 76.2 92.2 42.6 42.4 44.4 43.9 1800 43.2 41.5 76.2 91.9 42.6 42.4 44.3 43.7 5 1900 43.2 41.2 76.2 91.1 42.5 42.4 44.2 43.5 2000 43.1 41.1 76.2 92.0 42.5 42.4 44.2 43.5 l 2100 43.1 41.1 76.1 92.3 42.3 42.3 44.2 43.5 1 2200 43.1 40.8 76.0 92.1 42.3 42.2 44.1 43.2 2300 43.0 40.8 76.1 92.0 42.2 42.1 44.0 43.2 2400 42.8 40.6 76.0 91.8 42.0 41.9 43.9 42.9 I
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| TABII 290 HOURLY WATER TEMPERATURE ('F) DATA, QUAD-CITIES STATION,
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| , NOVEMBER 16, 1980 I Cooling Canal I Time Upstream Intake Cold End Discharge A Downstream Sensors B C D 0100 42.8 40.5 76.1 91.7 42.0 41.9 43.9 43.0 0200 42.6 40.2 75.6 88.6 41.7 41.7 43.7 42.7 0300 42.6 40.2 75.3 87.6 41.7 41.7 43.7 42.7 I 0400 0500 0600 42.6 42.5 42.4 40.0 39.9 39.9 75.6 75.5 75.5-87.3 86.1 85.0 41.6 41.5 41.4 41.7 41.5 41.4 43.6 43.6 43.7 42.6 42.5 42.6 42.4 I 0700 0800 0900 42.3 42.0 39.8 39.6 39.6 75.4 75.3 74.3 81.8 80.0 79.4 41.2 41.1 41.1 41.2 41.3 41.1 43.7 43.8 43.6 42.6 42.6 42.6 1000 42.3 39.7 73.6 78.5 41.2 41.3 43.7 42.8 I 1100 1200 1300 42.4 42.5 42.5 39.9 40.1 40.2 73.5 73.5 72.9 77.4 77.5 77.1 41.4 41.5 41.7 41.4 41.6 41.7 43.8 43.9 43.9 42.6 43.3 43.3 I 1400 1500 1600 42.6 42.6 42.6 40.5 40.5 40.4 71.6 70.0 69.5 76.6 78.1 79.0 41.7 41.7 41.7 41.7 41.7 41.7 43.9 44.0 43.9 43.3 43.4 43.5 1700 42.8 40.3 68.9 81.3 41.7 41.7 43.9 43.4 I 1800 1900 2000 42.8 42.8 42.8 40.3 40.2 40.1 68.0 67.5 67.0 80.8 81.5 81.5 41.8 41.8 41.7 41.9 41.9 41.7 44.0 43.8 43.7 43.3 43.3 43.1 2100 42.6 40.0 66.4 81.1 41.7 41.7 43.7 43.0 2200 42.5 40.0 66.5 80.7 41.5 41.5 43.5 42.9 2300 42.4 39.9 67.2 81.2 41.5 41.5 43.4 42.8 l 2400 42.4 39.9 68.1 81.6 41.4 41.4 43.3 42.8 lI lI II I
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| TABLE 291 HOURLY WATER TEMPERATURE (*F) DATA, QUAD-CITIES STATION, NOVEMBER 17, 1983 l Cooling Canal Cold Downstream Sensors l Time Upstream Intake End Discharge A B C D E 0100 42.3 39.7 68.3 82.2 41.4 41.4 43.2 42.5 l 0200 42.3 39.6 68.6 82.0 41.3 41.3 43.1 42.5 5 0300 42.2 39.4 68.5 81.7 41.1 41.1 43.1 42.5 0400 42.1 39.4 68.5 81.5 41.1 41.1 43.1 42.5 0500 42.0 39.1 68.3 81.0 40.9 40.9 43.1 42.3 0600 42.0 39.1 68.3 80.5 40.9 41.0 43.3 42.3 0700 42.0 39.0 68.7 80.0 40.9 41.0 43.3 42.5 0800 41.9 38.9 69.1 79.4 40.9 41.0 43.5 42.5 0900 41.9 38.9 69.3 80.0 41.0 41.0 43.5 42.7 1000 41.9 38.8 69.4 80.1 41.0 41.2 43.4 42.7 1100 42.0 38.9 69.7 80.0 40.9 41.2 43.7 42.7 1200 42.3 38.9 69.7 82.5 41.1 41.3 43.7 42.9 1300 42.3 39.2 69.8 85.3 41.2 41.3 43.7 42.9 1400 42.3 39.2 69.9 86.6 41.2 41.4 43.7 42.9 1500,,7 42.4 39.2 70.0 87.0 40.9 41.5 43.7 42.9 16001 42.6 39.3 70.2 87.6 41.1 41.5 43.7 43.0 1700 42.7 39.5 70.5 88.5 41.2 41.8 43.7 42.8 1800 42.9 39.5 70.6 88.7 41.2 41.8 43.6 43.0 g 1900 42.8 39.4 70.8 89.2 41.2 41.8 43.7 43.0 3 2000 42.7 39.5 70.4 89.2 41.1 41.7 43.7 42.9 2100 42.7 39.4 70.8 89.0 41.1 41.5 43.6 42.8 2200 42.7 39.4 71.0 89.6 41.1 41.5 43.6 42.9 2300 42.9 39.3 71.0 89.6 41.6 41.6 43.3 42.6 2400 42.5 39.3 71.2 89.9 41.5 41.5 43.3 42.6 I
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| I TABI.E 292 HOURLY WATER TEMPERATURE ('F) DATA, QUAD-CITIES STATION, NOVEMBER 18, 1980 I
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| Cooling I Time Upstream Intake Canal Cold End Discharge A Downs ream Sensors B C D 0100 42.5 39.3 71.4 90.0 41.4 41.5 43.0 42.3 0200 42.5 39.0 71.5 90.0 41.4 41.4 42.7 42.2 0300 42.4 39.0 71.5 90.2 41.2 41.2 42.9 42.2 0400 42.3 38.9 70.1 89.8 41.1 41.1 42.8 42.1 0500 42.3 38.9 70.2 89.2 40.9 41.0 42.7 42.0 0600 42.1 38.6 70.3 89.2 40.7 41.0 42.7 41.8 I 0700 0800 0900 42.0 41.9 41.8 38.5 38.3 38.3 70.2 70.4 70.4 89.2 89.2 89.4 40.2 40.1 40.0 40.8 40.8 40.8 42.3 42.5 42.5 41.8 41.6 41.5 1000 42.0 38.4 71.0 I 1100 1200 42.0 42.2 38.6 38.9 71.2 71.2 98.5 89.8 89.9 40.0 40.2 40.2 40.8 41.0 41.0 42.5 42.6 42.8 41.5 41.5 41.5 1300 42.2 39.0 71.6 90.0 40.2 41.0 42.6 41.6 1400 42.2 ai.2 71.8 90.3 40.2 41.0 42.5 41.9 1500 42.1 39.2 71.8 90.5 40.2 40.9 42.5 42.0 1600 42.2 39.2 71.9 90.6 40.1 40.9 42.5 41.9 1700 42.0 39.0 71.8 90.7 40.0 40.9 42.3 41.9 1800 42.0 38.9 71.8 90.7 40.1 41.0 42.3 42.0 1900 42.0 38.5 71.7 90.4 40.1 40.9 42.1 41.7 2000 42.0 38.3 71.6 90.2 40.0 40.8 42.0 41.4 2100 41.9 38.2 71.5 90.0 40.0 40.7 42.0 41.4 2200 41.8 38.0 71.5 90.0 39.9 40.5 41.7 41.1 2300 41.8 38.0 71.5 90.2 40.0 40.5 41.7 41.0 2400 41.8 3/.8 71.5 90.0 39.8 40.5 41.7 41.2 I
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| TABLE 293 HOURLY WATER TEMPERATURE (*F) DATA, QUAD-CITIES STATION, NOVEMBER 19, 1980 I
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| Cooling Canal Cold Downstream Sensors Time Upstream Intake End Discharge A B C D 0100 41.5 37.7 71.5 90.1 39.5 40.4 41.5 40.9 0200 41.5 37.6 71.3 89.8 39.4 40.2 41.3 40.8 0300 41.4 37.4 71.2 89.7 39.2 40.2 41.0 40.5 0400 41.4 37.3 70.9 89.4 39.6 40.0 41.3 40.5 0500 41.3 37.1 70.7 89.4 39.5 39.9 41.2 40.3 0600 41.1 37.0 70.6 89.2 39.3 40.0 41.2 40.2 0700 41.1 36.9 70.6 89.0 39.4 40.0 41.0 40.0 0800 41.2 36.7 70.5 89.1 39.4 40.0 41.5 40.'
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| 0900 41.2 36.7 70.5 89.0 39.2 39.9 41.4 40.2 1000 41.2 36.7 70.5 89.0 39.5 40.0 41.7 40.4 1100 41.3 36.9 70.9 89.2 39.6 40.1 41.6 40.6 1200 41.2 37.2 71.2 89,8 39.8 40.1 42.0 40.9 1300 41.5 37.5 71.9 90.0 39.9 40.2 42.0 41.2 1400 41.6 37.6 72.3 90.2 39.9 40.3 42.1 41.3 1500 41.7 38.0 72.6 90.5 40.0 40.4 42.2 41.6 1600 41.9 38.1 72.7 90.9 40.0 40.5 42.0 41.5 1700 41.9 38.1 72.4 91.2 40.0 40.5 42.0 41.5 g 1800 41.9 38.0 72.8 91.0 40.5 40.5 42.0 41.5 5 1900 42.0 37.8 73.1 91.0 40.1 40.5 42.0 41.5 2000 42.0 37.8 73.4 91.1 40.0 40.6 42.0 41.2 2100 42.0 37.8 73.5 91.1 40.1 40.5 41.8 41.2 2200 41.9 37.8 73.3 91.0 40.2 40.5 42.0 40.9 2300 41.8 37.6 72.7 90.9 40.1 40.5 41.7 41.2 2400 41.5 37.5 73.0 90.8 40.1 40.2 41.5 40.9 I
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| I TABLE 294 HOURLY WATER TEMPERATURE ( F) DATA, QUAD-CITIES STATION, NOVEMBER 20, 1980 Cooling Canal Cold Downstream Sensors Time Upstream Intake End Discharge A B D I
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| C 0100 41,5 37.4 72.7 90.7 40.0 40.0 41.5 41.1 0200 41.5 37.3 72.5 90.6 39.8 40.1 41.2 40.5 0300 41.3 37.3 71.9 90.4 39.7 40.0 41.0 40.3 0400 41.3 37.1 72.3 90.3 39.6 40.0 40.9 40.2 0500 41.2 37.1 72.1 90.1 39.5 39.9 41.0 40.0 0600 41.2 37.0 72.2 90.0 39.5 39.9 41.0 40.0 0700 41.2 36.9 72.1 90.0 39.4 39 7 41.0 39.8 0800 41.2 36.8 72.0 89.7 39.3 39.7 41.0 39.9 0900 41.3 36/9 71.9 90.3 39.2 39. ) 41.2 39.9 1000 41.3 37.0 71.9 90.0 39.4 39.) 41.4 40.0 1100 41.3 37.2 72.0 90.6 39.5 40.0 41.5 40.3 1200 2
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| 41.4 37.3 72.0 90.1 39.6 39.9 41.7 40.5 1300 41.3 37.4 72.5 90.1 39.7 40.0 41.7 40.6 1400 40.3 41.5 -4/ 86.2 40.0 40.2 41.2 40.4 1500 40.3 41.7 85.5 40.1 40.1 41.2 40.6 1600 41.4 41.9 86.1 40.3 40.5 41.3 40.7 I 1700 1800 41.2 40.9 41.2 41.7 41.5 86.0 86.2 40.4 40.4 40.5 40.5 41.2 41.4 40.8 40.8 1900 41.5 85.9 40.4 40.5 41.2 40.8 I 2000 2100 2200 40.8 40.4 40.6 41.5 41.5 41.4 85.9 85.6 85.8 40.5 40.5 40.5 40.5 40.5 40.5 41.2 41.2 41.0 41.0 40.9 40.9 2300 40.7 41.4 85.2 40.5 40.5 41.0 40.9 l 2400 40.4 41.4 85.5 40.5 40.5 41.0 40.9 2_/ Instruments zeroed to ground truth data.
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| 4_/ Sensor malfunction - no data.
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| TABLE 295 I
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| If0URLY WATER TEMPERATURE ( F) DATA, QUAD-CITIES STATION, NOVEMBER 21, 1980 Cooling Canal 3 Cold Downstream Sensors Time Upstream Intake End Discharge A B C E
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| D 0100 40.4 41.3 85.1 40.4 40.5 41.0 40.8 0200 41.2 41.2 85.1 40.4 40.4 40.5 40.2 0300 41.0 41.0 85.1 40.1 40.3 40.5 40.0 0400 41.0 41.0 84.8 40.0 40.1 40.5 40.0 0500 41.0 41.0 84.6 39.9 40.0 40.3 39.7 06r0 40.9 40.6 84.4 39.6 39.9 40.3 39.6 0700 40.8 40.5 84.3 39.6 40.0 40.4 39.7 0800 40.7 40.5 84.4 39.5 39.9 40.4 39.6 0900 40.6 40.6 84.4 39.5 39.8 40.6 39.6 1000 40.6 40.5 84.8 39.5 39.9 40.8 39.7 1100 40.9 40.7 85.0 39.6 40.0 40.8 39.9 1200 40.9 40.9 85.3 39.9 40.0 41.0 40.1 1300 41.0 41.0 85.7 40.0 40.2 41.2 40.3 1400 41.5 41.5 86.2 40.0 40.2 41.2 40.7 g 1500 41.1 41.5 86.5 40.2 40.4 41.2 40.7 3 1600 41.1 41.5 86.7 40.0 40.4 41.2 40.9 1700 41.2 41.5 83.7 40.3 40.5 41.2 40.6 1800 41.2 41.5 83.6 40.4 40.5 41.2 40.6 1900 41.3 41.3 83.9 40.5 40.5 41.0 40.6 2000 41.3 41.3 83.5 40.5 40.5 41.0 40.5 2100 41.4 41.2 83.4 40.5 40.6 41.0 40.4 2200 41.2 41.2 83.6 40.5 40.5 40.8 40.2 l 2300 41.2 41.2 83.5 40.5 40.5 40.5 40.2 l
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| 2400 41.2 41.2 83.1 40.2 40.1 40.3 39.9 l
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| TABLE 296 IIOURLY WATER TEMPERATURE (*F) DATA, QUAD-CITIES STATION, NOVEMBER 22, 1980 Cooling Canal Cold Downstream Sensors Time Upstream Intake End Discharge A B C D 0100 41.0 41.0 80.0 40.1 40.1 40.1 39.6 41.0 I 0200 0300 0400 41.0 40.9 41.0 41.0 40.9 77.0 75.2 71.8 40.0 40.0 40.0 40.0 40.0 40.0 39.9 40.0 40.0 39.5 39.7 39.3 0500 40.7 40.7 67.5 39.9 39.9 39.9 39.9 0600 40.6 40.6 63.5 39.7 39.7 39.7 39.2 0700 40.4 40.4 62.0 39.5 39.5 39.5 39.2 0800 40.2 40.2 59.8 39.3 39.3 39 5 39.2 0900 40.1 40.1 56.8 39.1 39.2 39.5 39.3 1000 40.2 40.2 55.9 39.4 39.4 39.5 39.4 1100 40.4 40.4 55.1 39.4 39.5 39.6 39.6 1200 40.5 40.5 53.9 39.5 39.6 39.9 39.7 I 1300 1400 1500 40.6 40.6 40.6 40.6 40.6 41.2 52.2 50.8 50.2 39.6 39.7 39.8 39.8 30.8 39.9 39.9 40.0 40.0 39.8 40.3 40.0 1600 40.7 41.0 48.8 39.9 40.0 40.0 40.1 1700 40.8 41.0 47.7 39.9 40.0 40.0 40.1 1800 40.8 40.8 47.3 40.0 40.0 40.0 40.0 1900 41.0 41.0 46.6 40.0 40.0 40.0 40.0 2000 41.0 41.0 45.7 40.0 40.0 39.9 39.9 2100 40.9 40.9 44.5 40.0 40.0 39.7 39.7 2200 41.0 41.0 43.8 40.0 40.0 39.6 39.6 l 2300 40.8 40.9 43.2 40.0 40.0 39.5 39.6 2400 40.8 40.9 42.4 39.9 399.9 39.4 39.4
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| ! Instruments zeroed to ground truth data.
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| I TABLE 297 HOURLY WATER TEMPERATURE (*F) DATA, QUAD-CITIES STATION.
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| NOVEMBER 23, 1980 Cooling Canal Cold Downstream Sensors Time Upstream Intake End Discharge A B C D 0100 40.8 40.8 41.8 39.9 39.9 39.3 39.3 0200 40.7 40.7 41.4 39.9 39.9 39.2 39.2 0300 40.6 40.6 41.3 39.8 39.8 39.2 39.2 0400 40.6 40.6 43.4 39.6 39.6 39.2 39.1 0500 40.8 40.8 45.3 39.6 39.6 39.4 39.0 0600 40.7 40.7 46.4 39.6 39.6 39.5 39.1 3 0700 40.7 40.7 46.9 39.6 39.6 39.5 39.3 3 0800 40.7 40.7 48.0 39.6 39.6 39.6 39.5 0900 40.5 40.5 50.8 39.5 39.5 39.5 39.4 y 1000 40.5 40.5 40.5 40.5 51.5 39.5 39.5 39.6 39.4 g 1100 52.8 39.5 39.5 39.7 39.6 1200 40.6 40.6 54.2 39.6 30.6 39.8 39.6 1300 40.6 40.6 56.0 39.7 39.9 40.0 39.9 1400 40.7 40.7 56.5 39.8 40.0 40.0 39.9 1500 40.7 40.7 57.0 39.7 39.9 39.9 39.9 1600 40.7 40.7 58.1 39.9 40.0 40.0 40.0 1700 40.8 40.8 59.3 39.9 39.9 39.9 39.9 1800 40.9 40.9 59.6 39.9 39.9 39.9 39.9 1900 41.0 41.0 60.2 39.9 39.9 40.0 39.9 2000 40.8 40.8 61.2 39.9 39.9 39.9 39.3 2100 41.0 41.0 62.0 39.8 39.8 39.9 39.7 2200 40.8 40.8 62.4 39.9 39.9 40.0 40.0 2300 40.6 40.6 62.6 39.8 39.9 40.0 39.4 2400 40.6 40.6 63.2 39.6 39.8 39.9 39.4 I
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| TABLE 298 HOURLY WATER TEMPERATURE ('F) DATA, QUAD-CITIES STATION, NOVEMBER 24, 1980 Cooling Canal Cold Downstream Sensors Time Upstream Intake End Discharge A B C D 0100 40.6 40.6 63.5 39.6 39.6 39.6 39.3 0200 40.6 40.5 63.6 39.6 39.7 39.8 39.4 0300 40.6 40.5 63.8 39.6 39.7 39.8 39.3 0400 40.6 40.3 64.2 39.5 39.6 39.8 39.3 0500 40.5 40.3 64.5 39.5 39.6 39.7 39.3 I 0600 0700 0800 40.5 40.5 40.4 40.0 40.0 39.9 64.7 65.0 65.3 39.4 39.3 39.2 39.6 39.4 39.5 39.7 39.6 39.6 39.2 39.2 39.0 0900 40.4 39,9 65.3 39.2 39.4 39.6 39.0 1000 40.4 39.9 65.6 39.2 39.5 39.7 39.2 1100 40.5 40.0 65.9 39.3 39.5 39.7 39.1 1200 40.5 40.3 66.2 39.4 39.6 39.7 39.2 1300 40.5 40.3 66.4 39.5 39.6 39.7 39.2 1400 40.6 40.5 66.9 39.5 39.7 39.7 39.2 1500 40.6 40.6 67.0 39.4 39.6 39.6 39.4 M
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| I 1600 1700 1800 40.6 40.7 40.8 40.6 40.5 40.4 67.0 68.2 68.8 39.4 39.5 39.5 39.7 39.6 39.6 39.7 39.7 39.6 39.5 39.4 39.1 1900 40.8 40.2 68.8 39.5 39.6 39.6 39.0 2000 40.7 40.2 69.0 39.5 39.5 39.5 38.9 l 2100 40.5 40.0 68.8 39.4 39.4 39.3 38.9 l 2200 40.5 40.0 69.1 39.2 39.4 29.1 29.6 2300 40.4 39.8 69.1 39.1 39.2 39.0 38.5 2400 40.2 39.2 69.4 39.0 38.9 38.9 38.4 U Instruments zeroed to ground truth data.
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| TABLE 299 HOURLY WATER TEMPERATURE (*F) DATA, QUAD-CITIES STATICN, I NOVEMBER 25, 1980 Cooling Canal Cold Downstream Sensors Time Upstream Intake End Discharge A B C D 0100 0200 40.2 40.1 39.5 39.2 69.8 70.1 38.8 38.7 38.9 39.0 39.0 38.1 I 38.9 38.0 0300 40.0 39.1 70.0 38.4 38.5 38.8 37.8 0400 40.0 39.0 70.4 38.3 38.7 39.9 37.8 0500 39.9 38.9 70.6 38.2 38.5 38.6 37.9 0600 39.8 38.7 70.7 38.0 38.5 38.6 37.8 g 0700 0800 39.7 39.6 38.5 70.7 38.0 38.4 38.6 37.8 g 38.3 70.9 37.8 38.5 38.6 37.9 0900 39.5 38.1 71.2 37.5 38.3 38.6 37.7 1000 39.5 38.2 71.4 37.5 38.4 38.5 37.7 1100 39.5 38.3 71.6 37.9 38.5 38.5 37.6 1200 39.5 38.5 72.3 38.0 38.9 38.4 37.7 1300 2/ 39.5 38.7 73.2 38.0 38.5 38.5 37.9 3 1400 37.1 37.0 77.1 35.7 36.9 38.2 37.9 1500 37.1 37.1 7'.3 35.7 37.0 38.2 37.7 3
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| 1600 37.0 37.0 7s.5 35.6 36.9 38.2 37.7 1700 37.0 37.0 78.2 35.6 37.0 38.0 37.5 1800 37.0 36.8 78.4 35.6 36.9 38.0 37.5 1900 37.0 36.7 78.6 35.6 37.0 37.9 37.2 2000 37.0 36.7 79.0 35.5 36.8 37.7 37.2 2100 37.0 36.6 79.5 35.4 36.7 37.7 37.2 2200 37.0 36.6 79.5 35.0 36.7 37.5 37.0 2300 36.8 36.5 79.5 35.0 36.7 37.5 37.0 2400 36.8 36.2 80.0 34.9 36.2 37.2 36.8 2/ Instruments zeroed to ground truth data.
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| I TABLE 300 HOURLY WATER TEMPERATURE ( F) DATA, QUAD-CITIES STATION, NOVEMBER 26, 1980 Cooling Canal Cold Downstream Sensors Time Upstream Intake End Discharge A B C D 0100 36.8 36.1 79.9 34.7 36.3 37.3 36.7 0200 36.8 36.0 80.0 34.6 36.1 37.4 36.5 I 0300 0400 0500 36.5 36.4 36.5 35.8 35.6 35.5 80.4 80.1 80.2 34.4 34.3 36.1 36.0 37.5 37.5 36.5 36.5 34.2 36.0 37.5 36.5 I 0600 0700 0800 36.3 36.3 36.2 35.2 35.2 35.1 80.2 80.2 80.2 34.1 34.0 34.0 36.0 35.9 36.0 37.6 37.6 37.7 36.5 36.6 36.8 0900 36.2 35.1 80.8 34.0 36.2 37.7 I 1000 1100 36.4 36.5 36.6 35.2 35.3 81.4 81.5 34.2 34.5 36.2 36.3 27.9 37.5 36.7 36.8 37.0 1200 35.4 82.0 34.6 36.3 37.9 37.0 1300 36.5 35.7 82.5 34.7 36.4 38.0 37.1 1400 36.6 35.9 82.7 34.8 36.4 38.0 37.1 1500 36.7 35.9 82.9 35.0 36.5 38.0 37.2 1600 37.0 36.0 83.2 35.0 36.6 37.8 37.3 1700 36.7 36.0 83.5 35.0 36.5 37.8 37.2 1800 36.8 36.0 84.2 35.0 36.5 37.8 37.1 1900 36.8 35.9 84.2 34.9 36.5 37.9 37.0 I 2000 2100 2200 36.8 36.7 36.7 36.0 36.0 36.0 d4.3 84.1 84.2 35.0 34.9 35.0 36.5 36.5 36.6 37.5 37.5 37.5 37.0 36.9 36.9 2300 36.7 36.0 84.2 34.9 36.4 37.5 36.9 2400 36.7 36.0 84.5 36.4 36.5 37.2 36.7 I
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| TABLE 301 HOURLY WATER TEMPERATURE (*F) DATA, QUAD-CITIES STATION, NOVEMBER 27, 1980 Cooling Canal Cold Downstream Sensors Time Upstream Intake End Discharge A B C D 0100 36.7 36.0 84.4 36.2 36.5 37.0 36.5 l 0200 36.7 35.8 84.4 36.2 36.5 37.2 36.6 0300 36.6 35.9 84.2 36.0 36.0 37.2 36.5 0400 36.5 35.8 84.1 35.9 36.2 37.2 36.4 0500 36.5 35.6 84.2 35.9 36.2 37.4 36.5 0600 36.5 35.6 84.0 35.6 36.0 3
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| 37.5 36.5 3
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| , 0700 36.4 35.4 84.0 35.5 36.0 37.5 36.5 l 0800 36.5 35.2 83.6 35.5 36.0 37.4 36.5 1
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| 0900 36.5 35.1 84.0 35.3 36.0 37.5 36.5 l 1000 36.5 35.1 83.8 35.4 36.0 37.4 36.8 l 1100 36.6 35.1 83.6 35.5 35.7 37.4 36.7 l 1200 36.7 35.4 84.0 35.7 36.0 37.5 36.9 l 1300 36.5 35.6 83.6 35.9 36.1 37.5 37.0 l 1400 36.7 35.6 83.8 35.9 36.1 37.5 36.9 1500 36.5 35.6 83.5 35.9 36.1 37.5 37.0 1600 36.5 35.6 83.6 36.0 36.2 37.5 37.0 1700 36.5 35.6 83.6 36.0 36.2 37.5 37.0 l 1800 36.7 35.6 83.8 36.0 36.3 37.5 37.0 l 1900 36.7 35.6 83.6 36.0 36.3 37.5 37.0 g 2000 36.7 35.6 83.6 36.0 36.3 37.7 36.8 E l 2100 36.6 35.6 83.6 36.0 36.3 37.7 36.8 2200 36.6 35.6 83.5 36.1 36.2 37.5 36.9 E l 2300 36.7 35.6 83.5 36.1 36.2 37.5 36.8 2400 36.6 35.6 83.7 36.0 36.3 37.5 36.8 E I
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| I I TABLE 302 HOURLY WATER TEMPERATURE ( F) DATA, QUAD-CITIES STATION, NOVEMBER 28, 1980 3 Cooling
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| !E Canal Cold Downstream Sensors Time Upstream Intake End Discharge A B C D 0100 36.7 35.6 83.6 36.0 36.3 37.6 36.8 0200 36.7 35.7 84.0 36.2 36.2 37.5 36.8 0300 36.7 35.7 84.3 36.0 36.2 37.5 36.6 0400 36.6 35.6 84.2 36.0 36.2 37.5 36.6 0500 36.5 35.6 84.1 36.0 36.1 37.5 36.6 0600 36.5 35.6 84.0 36.0 36.3 37.5 36.8 0700 36.5 35.6 83.9 35.9 36.1 37.6 36.8 0800 36.5 35.4 84.1 35.7 36.1 37.6 36.9 5 0900 36.5 35.4 83.8 35.7 36.0 37.6 36.9 g 1000 36.5 35.4 84.0 35.7 36.0 37.8 37.0 1100 36.5 35.6 84.2 35.9 36.0 37.6 37.0 1200 36.6 35.6 84.4 36.0 36.4 37.9 37.0 1300 36.8 35.9 84.4 36.0 36.2 37.9 37.2 1400 36.6 36.0 84.6 36.0 36.5 37.8 37.2 1500 36.8 36.0 84.6 36.1 36.2 37.9 37.3 1600 36.7 36.0 84.5 36.0 36.2 37.9 37.3
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| ;I 1700 36.7 35.9 84.5 36.0 36.4 37.8 37.3 1800 36.7 35.9 84.8 36.1 36.4 37.8 37.2 1900 36.7 35.7 84.5 36.1 36.3 37.6 37.1 2000 36.6 35.6 84.4 36.1 36.3 37.6 37.0 2100 36.7 35.6 84.4 36.2 36.3 37.6 37.0 2200 36.7 35.7 84.2 36.2 36.2 37.7 37.1 2300 36.9 35.7 83.5 36.2 36.4 37.5 37.0
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| ; 2400 36.6 35.9 83.2 36.2 36.4 37.5 37.0 I
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| I TABLE 303 HOURLY WATER TEMPERATURE ('F) DATA, QUAD-CITIES STATION, NOVEMBER 29, 1980 Cooling Canal Cold Downstream Sensors Time Upstream Intake End Discharge A B C D 0100 36.7 35.8 82.9 36.1 36.3 37.4 36.8 0200 36.8 35.7 83.1 36.0 36.1 37.4 36.9 0300 36.7 35.5 83.0 36.0 36.2 37.4 36.7 0400 36.7 35.5 82.4 35.9 36.2 37.4 36.7 0500 36.7 35.4 82.7 35.8 36.0 37.2 36.6 0600 36.7 35.2 82.8 35.8 36.2 37.3 36.7 0700 36.6 35.3 81.9 35.7 36.0 37.5 36.6 0800 36.6 35.2 82.2 35.7 36.0 37.5 36.6 3 0900 1000 36.6 36.5 35.3 35.4 82.8 83.0 35.7 36.0 37.5 36.4 g 35.9 36.0 37.5 36.5 1100 36.7 35.6 83.2 36.0 36.0 37.5 36.5 1200 36.9 36.9 82.7 36.0 36.3 37.7 36.9 1300 36.9 36.2 83.3 36.2 36.2 37.6 37.0 1400 36.9 36.3 83.1 36.2 36.4 38.2 37.2 l 1500 37.0 36.5 83.7 36.4 36.5 38.3 37.5 g 1600 37.0 36.5 83.6 36.4 36.5 38.0 37.5 5 t
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| 1700 37.0 36.4 84.4 36.4 36.4 38.0 37.5 l 1800 37.0 36.2 84.4 36.2 36.5 38.1 37.6 37.0 1900 36.1 84.4 36.3 36.4 38.0 37.3 l 2000 37.0 36.0 84.8 36.3 36.5 38.0 37.5 l
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| 2100 37.0 36.0 84.8 36.3 36.5 37.9 37.3 2200 37.0 36.0 85.0 36.3 36.4 38.0 37.1 2300 36.9 35.9 85.1 36.3 36.4 37.8 37.1 3
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| 2400 37.0 36.0 85.0 5
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| 36.3 36.3 37.9 37.2 I
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| I TABLE 304 HOURr.Y WATER TEMPERATURE (*F) DATA, QUAD-CITIES STATION, I NOVEMBER 30, 1980 I Cooling Canal Cold Downstream Sensors Time Upstream Intake End Discharge A B C D 0100 36.9 35.9 84.7 36.3 36.5 37.7 37.3 0200 37.0 35.9 82.2 36.2 I 0300 0400 36.9 36.8 36.5 35.8 35.7 82.1 82.8 36.1 36.1 36.2 36.1 36.3 37.5 3/.5 37.4 37.0 37.5 36.9 0500 35.7 82.6 36.0 36.5 37.3 36.8 I 0600 0700 0800 36.7 36.7 36.7 35.7 35.7 35.7 82.6 81.8 82.2 36.0 36.0 36.0 36.4 36.4 36.3 37.3 37.5 37.5 36.8 36.7 36.5 0900 36.7 35.7 82.5 36.0 36.2 37.5 36.6 1000 36.7 35.8 82.2 36.0 36.2 37.5 36.6 1100 36.5 36.0 82.5 36.1 36.1 37.7 36.8 1200 36.7 36.4 82.8 36.2 36.2 37.5 37.0 1300 36.7 36.7 83.5 36.5 36.5 38.2 37.2 1400 37.0 37.0 84.4 36.6 36.6 38.3 37.5 1500 37.1 37.1 84.5 36.6 36.7 38.4 37.8 37.0 I 37.0 1600 84.7 36.5 36.5 38.5 38.0 1700 37.0 37.0 85.3 36.5 36.6 38.5 38.1 1800 36.9 36.9 85.9 36.6 36.6 38.5 38.1 1900 36.9 36.9 86.4 36.6 36.6 38.4 3'J.3 2000 37.0 36.9 86.7 36.6 36.6 38.4 38.2 I 2100 37.0 36.9 86.9 36.7 36.9 38.5 38.1 l 2200 37.0 36.9 87.3 36.9 36.9 38.5 38.0 l 3 2300 37.0 36.9 87.2 36.8 36.9 38.4 38.00 g 2400 37.0 36.9 87.4 36.9 36.9 38.3 37.5 lI I
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| TABLE 305 HOURLY WATER TEMPERATURE (*F) DATA, QUAD-CITIES STATION DECEMBER 1, 1980 Cooling Canal Cold Downstream Sensors Time Upstream Intake End Discharge A B C D 0100 0200 37.2 37.0 36.7 36.7 N 87.4 36.9 36.9 38.3 37.7 I
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| 87.4 36.9 37.0 38.5 37.7 0300 37.2 36.7 87.5 36.9 36.9 38.3 37.5 0400 37.0 36.7 87.8 36.8 36.9 38.0 37.5 0500 37.1 36.6 87.3 36.7 36.7 38.1 37.5 0600 37.0 36.7 87.3 36.6 36.6 38.0 37.5 0700 37.0 36.6 87.4 36.6 36/6 37.9 37.2 0800 37.0 36.5 87.9 36.6 36.6 37.9 37.2 0900 37.3 36.9 88.1 37.2 37.2 38.5 37.5 1000 37.5 37.1 88.1 37.3 37.3 38.3 37.7 1100 37.5 37.4 88.1 37.2 37.2 38.6 37.5 1200 37.6 37.4 88.1 37.2 37.2 38.7 37.7 1300 37.4 37.2 86.4 37.3 37.8 39.0 37.7 E 1400 38.0 37.6 85.1 37.4 37.8 39.0 38.0 3 1500 37.7 37.6 84.3 37.4 37.8 39.0 38.0 1600 37.6 37.6 83.7 37.3 37.9 39.2 38.3 1700 37.6 37.5 83.2 37.3 37.9 39.2 37.8 1800 37.8 37.3 83.5 37.3 37.9 39.1 38.4 1900 38.1 37.2 82.8 37.1 37.3 39.0 38.0 2000 38.3 37.2 82.4 37.2 37.2 39.0 38.5 E 2100 38.6 37.2 81.8 37.4 37.5 39.1 38.3 5 l 2200 39.1 37.1 81.6 37.4 37.5 39.1 38.2 2300 39.1 37.0 80.8 37.4 37.4 39.2 38.3 39.1 E 2400 36.9 80.1 37.4 47.3 39.3 38.3 g N Senso'r malfuntion - no data I
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| I TABLE 306 HOURLY WATER TEMPERATURE ( F) DATA, QUAD-CITIES STATION, DECEMMBER 2, 1980 I Cooling Canal Cold Downstream Sensors Time Upstream Intake End Discharge A B C D 0100 39.0 36.9 79.7 37.4 37.5 39.3 38.3 I 0200 0300 0400 38.9 38.1 37.8 36.9 36.7 36.6 79.7 78.9 79.2 37.4 37.4 37.3 37.5 37.5 37.7 38.9 38.7 38.7 38.0 38.5 38.5 0500 37.6 36.5 78.4 37.3 37.5 38.7 38.3 I 0600 0700 0800 37.5 37.5 37.3 36.3 36.1 35.9 78.1 77.5 76.7 37.0 36.9 36.7 37.3 37.5 37.2 38.5 38.5 38.3 38.0 38.0 37.8 35.7 E I 0900 1000 1100 37.3 37.2 37.3 35.7 35.9 63.0 62.5 62.1 76.7 76.4 75.9 36.7 36.7 36.7 37.4 37.0 37.2 38.2 38.2 38.5 37.7 37.5 37.5 1200 37.3 36.0 62.0 75.7 36.6 37.2 38.5 37.5 1300 37.2 36.1 62.1 75.5 36.6 36.6 38.5 37.6 1400 37.2 36.3 61.7 75.7 36.7 37.5 38.4 37.8 1500 37.1 36.1 61.7 75.7 36.5 37.0 38.3 37.9 1600 37.0 36.0 61.3 75.5 36.5 37.0 38.3 37.3 I, 1700 36.4 35.6 60.7 75.0 36.3 37.0 37.9 37.5 1800 36.7 35.2 60.6 74.6 36.1 36.9 37.9 37.4 1900 36.6 35.0 60.4 74.3 36.0 36.5 37.4 37.2 2000 36.7 34.8 60.0 74.1 35.9 36.5 37.4 37.0 5 2100 36.5 34.6 59.9 73.9 35.9 36.5 37.4 36.9 2200 36.5 34.6 59.9 73.9 35.7 36.5 37.2 36.7 2300 36.4 34.2 59.6 73.5 35.7 36.7 17.2 36.7 I 2400 36.4 34.2 59.6 73.4 35.5 36.5 37.0 36.6 I
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| TABLE 307 '
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| HOURLY WATER TEMPERATURE (*F) DATA, QUAD-CITIES STATION,
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| , DECEMBER 3, 1980 Cooling g Canal 3 Cold Downstream Sensors Time Upstream Intake End Discharge A B C D 0100 36.3 34.0 59.6 73.6 35.4 36.2 36.7 36.3 I
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| 0200 36.1 34.1 59.4 73.0 35.2 36.4 36.7 36.1 0300 36.1 34.1 59.5 73.3 35.2 36.4 36.6 36.1 0400 36.1 34.1 59.5 73.4 35.2 36.3 36.6 36.1 0500 36.1 34.2 59.7 73.7 35.0 36.3 36.5 36.0 0600 36.1 34.2 59.7 73.7 35.0 36.3 36.3 35.6 0700 36.1 34.3 59.9 73.7 E
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| 35.0 36.2 36.2 35.6 3 0800 36.0 34.2 59.9 73.8 34.9 36.1 36.0 35.5 0900 35.8 34.0 59.9 73.7 34.4 35.7 35.9 35.0 m 1000 35.8 34.0 60.0 73.7 34.4 35.7 35.7 34.9 g 1100 35.7 34.1 60.3 73.7 34.3 35.5 35.6 34.8 1200 35.7 34.1 60.5 74.0 34.3 35.4 35.6 34.7 1300 35.7 34.2 60.9 73.9 34.2 35.6 35.7 34.7 1400 35.4 34.2 61.2 62.1 l
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| 34.1 35.6 35.6 34.9 m 1500 35.4 34.2 61.2 49.8 34.0 35.0 35.0 34.9 1600 35.3 33.9 61.2 50.0 33.7 34.7 34.7 34.7 g 1700 35.1 33.4 61.3 49.7 33.6 34.6 34.6 34.6 1800 35.0 33.4 61.7 50.0 33.6 34.5 34.5 34.5 E
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| 1900 35.0 33.1 61.7 50.0 33.4 34.5 34.5 34.5 2000 34.9 33.0 62.0 49.9 33.4 34.4 34.4 34.2 2100 34.9 33.0 61.9 49.9 33.4 34.5 34.5 34.0 2200 34.9 32.9 59.4 50.0 33.4 34.3 34.3 34.3 2300 34.9 32.8 49.0 43.9 33.3 34.2 34.2 34.0 2400 34.8 32.8 47.5 40.5 33.3 34.5 34.0 34.0
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| TABLE 308 HOURLY WATER TEMPERATURE ( F) DATA, QUAD-CITIES STATION, DECEMBER 4, 1980 I Cooling Canal Cold Downstream Sensors Time Upstream Intake End Discharge A B C D 0100 34.7 32.5 47.1 39.9 33.2 34.0 34.0 34.0 0200 34.7 32.5 47.1 39.5 33.1 34.0 34.0 34.0 0300 34.8 32.5 47.1 39.1 33.1 34.0 33.9 33.8 0400 34.7 32.5 47.0 38.9 33.1 33.9 33.8 33.8 0500 34.9 32.6 47.1 39.5 33.2 34.0 33.9 33.9 I 0600 0700 0800 34.7 35.0 35.0 32.7 32.7 32.6 47.3 44.4 42.6 41.4 40.0 36.9 33.3 33.3 33.3 34 0 s-3 '. 0 33.9 34.0 34.0 33.9 33.9 34.0 0900 35.0 32.6 42.6 36.0 33.4 34.0 34.0 34.0 1000 35.0 32.6 42.7 34.5 33.4 34.1 34.1 34.1 1100 34.9 32.8 42.9 34.6 33.5 34.2 34.2 34.2 1200 35.0 32.8 43.1 34.3 33.5 34.2 34.2 34.3 2/
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| I 1300 1400 1500 35.0 35.0 34.9 33.0 32.8 32.9 43.4 43.7 44.0 34.7 38.2 38.4 33.5 33.5 33.4 34.2 34.2 34.1 34.2 34.2 34.1 34.3 34.4 34.2 34.9 32.9 44.3 38.4 I
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| 1600 33.4 34.1 34.1 34.2 1700 34.8 32.8 44.4 38.4 33.3 34.1 34.1 34.3 1800 34.9 32.6 44.7 38.9 33.3 34.0 34.1 34.3 1900 34.9 32.7 44.1 38.4 33.3 34.2 34.3 34.3 I 2000 2100 2200 35.0 34.0 35.0 32.8 32.7 32.8 43.2 42.5
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| *6.
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| 38.3 37.9 37.5 33.5 33.5 33.6 34.5 34.4 34.2 34.5 34.3 34.7 34.5 34.3 34.6 I g 2300 35.0 32.8 1 37.2 33.6 34.2 34.7 34.7 lg 2400 35.1 33.0 36.5 33.6 34.1 34.6 34.6 E
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| ''""'"""*"'" **' "d ' 8" ""d "'' d"'"
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| I TABLE 309 I
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| HOURLY WATER TEMPERATURE (*F) DATA, QUAD-CITIES STATION, DECEMBER 5, 1980 Cooling I
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| Canal Cold Downstream Sensors Time Upstream Intake End Discharge A B C D 0100 35.0 32.9 39.0 36.6 33.6 34.0 34.0 34.7 0200 35.2 33.1 38.9 36.5 33.7 34.2 34.1 34.7 0300 35.4 33.2 39.0 36.5 33.7 34.2 34.2 34.7 g 0400 35.5 35.5 33.2 39.0 36.8 33.8 34.2 34.2 34.9 g 0500 33.2 39.0 36.5 33.9 34.2 34.2 34.9 0600 35.5 33.1 39.0 36.7 33.9 34.2 34.2 34.8 0700 35.6 33.1 39.0 36.7 33.9 34.3 34.3 34.7 0800 35.9 33.2 39.2 36.9 33.9 34.2 34.2 34.9 0900 35.7 33.2 39.0 36.7 33.9 34.3 34.3 34.0 1000 35.4 33.3 38.8 36.6 33.9 34.2 34.2 35.0 g 1100 35.1 33.3 38.7 1200 35.2 33.6 38.7 36.7 36.5 33.7 33.8 34.2 34.2 34.2 34.2 34.7 34.9 3
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| 1300 35.2 33.6 38.4 36.8 33.9 34.4 34.4 34.9 1400 35.4 33.8 38.4 36.7 34.0 34.4 34.4 35.0 1500 35.4 34.0 38.2 36.6 34.0 34.5 34.5 35.0 1600 35.5 33.9 38.2 36.8 34.0 34.6 34.6 35.2 1700 35.5 34.0 38.2 36.8 34.1 34.6 34.6 35.1 E 1800 35.4 33.9 38.2 36.8 34.1 34.6 34.6 35.2 E 1900 35.5 34.0 38.2 36.7 34.2 34.6 34.6 35.2 2000 35.6 33.9 38.5 37.0 34.3 34.7 34.7 35.2 2100 35.8 34.2 38.5 36.9 34.5 35.0 35.0 35.5 2200 36.0 34.5 38.8 37.2 34.7 35.0 35.0 35.8 2300 36.0 34.7 38.9 37.5 34.9 35.2 35.2 36.0
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| - 2400 36.0 34.6 38.8 37.5 35.0 35.2 35.2 35.9 I
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| I TABLE 310 HOURLY WATER TEMPERATURE (*F) DATA, QUAD-CITIES STATION, I DECEMBER 6, 1980 Cooling I Canal Cold Downstream Sensors Time Upstream Intake End Discharge A B C D I 0100 36.1 34.5 38.9 37.4 35.0 35.4 35.4 36.1 0200 36.1 34.5 38.9 37.4 35.0 35.5 35.4 35.6 0300 36.1 34.7 38.6 37.4 35.0 35.2 35.3 35.6 8 0400 36.2 34.8 38.7 37.3 35.0 35.4 35.4 36.0 0500 36.2 34.9 38.6 37.4 35.0 35.3 35.3 36.1 I 0600 0700 0800 36.3 36.3 36.2 34.9 34.8 34.7 38.6 38.5 38.4 37.4 37.3 37.3 35.0 35.1 35.1 35.3 35.2 35.2 35.3 35.3 35.2 36.0 36.0 36.0 0900 36.4 34.9 38.4 37.3 35.0 35.2 35.2 36.0 I 1000 1100 1200 36.3 36.3 36.4 35.1 35.1 35.5 38.4 38.6 38.9 37.6 37.5 37.7 35.2 35.2 35.4 35.2 35.5 35.5 35.2 35.4 35.5 36.0 36.0 36.0 I 1300 1400 1500 36.4 36.5 36.5 35.1 35.6 35.5 38.8 39.0 38.8 38.0 37.8 38.0 35.4 35.4 35.4 35.5 35.5 35.5 35.7 35.7 36.0 36.1 35.7 36.3 1600 36.4 35.4 38.8 37.8 35.4 35.5 35.6 36.4 1700 36.5 35.5 38.7 38.0 3.55 35.8 35.8 36.5 1800 36.5 35.5 38.7 37.9 35.4 35.7 35.8 36.9 1900 ~4/ 35.5 38.9 37.8 34.4 ~4/ 4/
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| ~
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| 37.2 2000 35.5 38.9 38.1 34.9 37.4 E. 2100 35.5 38.9 37.8 35.0 37.1 2200 35.4 38.7 38.0 35.1 36.8 2300 35.4 38.7 37.7 35.0 37.1 I 2400 35.3 38.7 38.0 35.1 37.2 b! Sensor malfunction - ao data I
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| TABLE 311 HOURLY WATER TEMPERATURE ( F) DATA, QUAD-CITIES STATION, I DECEMBER 7, 1980 Cooling g Canal Cold Downstream Sensors g
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| l l Time Upstream Intake End Discharge A B C D 0100 35.1 35.1 38.6 37.8 35.1 37.4 I
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| 0200 38.6 37.8 35.3 37.0 0300 35.2 38.7 37.7 35.3 37.0 0400 35.3 38.6 37.6 35.4 36.8 0500 35.3 38.6 37.6 35.4 36.8 0600 35.3 38.5 37.6 35.4 36.6 3 0700 35.2 38.6 37.6 35.5 36.8 5 0800 35.1 38.5 37.6 35.5 36.5 0900 35.2 38.5 37.6 35.5 36.6 1000 35.1 38.6 37.8 35.6 36.6 1100 35.1 38.6 37.8 35.6 36.6 1200 35.4 38.6 38.0 35.7 36.6 1300 35.3 38.5 38.0 35.9 36.1 g 1400 35.3 38.5 37.8 36.0 36.8 E 1500- 35.5 38.5 38.0 36.0 36.6 1600 35.7 38.4 38.5 36.0 36.3 I 1700 35.9 38.4 38.3 36.3 37.3 l 1800 35.9 38.4 48.0 36.4 37.2 1900 35.9 38.4 38.0 36.5 37.4 2000 35.9 38.5 38.0 36.5 37.0 g 2100 36.1 38.6 38.2 36.8 37.0 3 2200 36.2 38.6 38.5 36.8 37.1 2300 36.2 38.6 38.5 36.8 37.0 2400 36.2 38.6 38.6 36.9 36.9 l
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| I TABLE 312 HOURLY WATER TEMPERATURE (*F) DATA, QUAD-CITIES STATION, DECEMBER 8, 1980 I Cooling Canal I Time Upstream Intake Cold End Discharge A Downstream Sensors B C D I 0100 0200 0300 36.1 36.2 36.2 38.6 38.4 38.5 39.1 40.5 42.5 36.9 37.0 37.0 36.7 36.8 36.6 I 0400 0500 0600 36.2 36.2 36.1 38.8 38.4 38.1 43.1 44.6 47.9 37.0 36.9 37.0 37.0 36.6 36.8 0700 36.1 38.3 51.7 37.0 36.8 I 0800 0900 1000 36.1 36.2 36.2 38.5 39.2 40.6 53.5 54.9 56.2 36.9 36.9 36.8 36.8 36.9 37.1 1100 2I I 1200 1300 36.6 36.7 36.1 36.4 36.6 41.0 42.3 43.9 57.1 57.6 58.8 36.6 36.7 36.8 2/
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| 55.0 35.1 2/
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| 56.4 36.8 36.9 37.0 37.3 1400 36.9 36.7 46.6 60.8 36.9 35.3 36.7 37.2 I 1500-1600 1700 37.0 36.8 36.7 36.9 36.8 36.7 48.6 49.6 50.8 62.8 64.0 36.9 37.0 35.5 35.7 36.8 37.0 37.7 37.9 64.9 36.9 35.7 36.9 37.9 1800 36.6 36.6 51.5 65.4 36.8 35.8 36.7 37.7 1900 36.5 36.5 51.6 65.9 36.8 35.7 36.7 37.4 l 2000 36.4 36.4 52.0 66.1 36.7 35.8 36.7 37.2 l 2100 36.8 36.2 53.1 54.2 36.6 35.8 37.1 37.4 l
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| 2200 36.8 36.1 54.5 56.5 36.6 35.9 37.1 37.3 l
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| 2300 37.0 36.1 56.3 58.7 36.6 36.0 37.3 37.3
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| ;- 2400 36.9 46.1 57.9 60.6 36.5 35.9 37.3 37.2 l
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| l 2/ Instruments zeroed to ground truth data lI t
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| I TABLE 313 I
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| HOURLY WATER TEMPERATURE ( F) DATA, QUAD-CITIES STATION, DECEMBER 9, 1980 Cooling I
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| Canal g Cold _
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| Downstream Sensors 3 Time Upstream Intake End Discharge A B C D l 0100 36.9 36.1 58.8 61.1 36.5 36.0 37.3 37.2 0200 36.8 36.0 50.7 57.8 36.5 36.0 37.2 37.1 0300 36.8 35.9 50.5 55.3 36.5 36.0 37.0 37.1 0400 36.8 35.9 52.3 56.8 36.4 35.9 36.8 37.3 0500 36.8 35.8 53.3 57.3 36.4 36.0 36.9 37.0 0600 36.8 35.7 53.7 58.7 36.2 36.0 37.0 37.0 0700 36.6 35.6 52.0 58.6 36.0 35.9 36.9 36.9 g 0800 36.6 35.5 49.9 56.4 36.2 36.0 36.8 37.5 5 0900 36.6 35.5 50.5 56.9 36.1 35.9 36.7 36.7 1000 36.5 35.3 51.4 57.6 36.0 35.8 36.7 36.7 a 1100 1200 36.4 36.3 35.5 35.5 52.0 52.0 57.6 58.4 37.6 37.6 35.9 36.3 36.9 36.7 36.7 36.7 g
| |
| 1300 36.2 35.6 51.0 57.4 37.6 35.9 36.7 36.7 1400 36.4 35.7 51.4 57.9 37.6 36.0 36.6 36.8 l 1500 36.5 35.7 51.9 58.5 37.6 36.0 36.6 36.6 E 1600 36.6 35.7 52.3 58.8 37.5 35.9 36.6 36.7 1700 36.3 35.5 52.5 59.4 37.5 35.9 36.6 36.9 1800 36.4 35.4 52.0 59.1 37.6 36.0 36.6 36.7 1900 36.4 35.3 52.0 59.1 37.5 36.0 36.5 36.4 2000 36.4 35.3 52.2 59.4 37.5 36.0 36.5 36.9 l 2100 36.4 35.2 52.5 59.6 37.4 36.0 36.5 36.5
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| ; 2200 36.4 35.1 52.6 59.2 37.3 35.8 36.4 36.4 2300 36.3 35.0 52.6 59.7 37.2 35.9 36.4 36.1 2400 36.3 35.0 52.6 59.6 37.2 35.8 36.5 36.1 I
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| I I TABLE 314 HOURLY WATER TEMPERATURE ( F) DATA, QUAD-CITIES STATION, DECEMBER 10, 1980 I Cooling I Time Upstream Intake Canal Cold End Discharge A Downstream Sensors B C D 0100 36.2 34.8 52.6 60.0 37.0 36.8 36.6 30.1 0200 36.1 34.8 52.9 56.3 36.9 35.7 36.6 35.9 0300 36.1 34.5 52.9 55.1 36.7 35.7 36.3 35.7 I 0400 0500 0600 36.1 36.0 36.0 34.5 34.3 34.1 53.0 52.9 52.8 56.6 58.0 58.7 36.7 36.6 36.6 35.7 35.7 35.7 36.2 36.1 36.2 36.2 36.0 35.6 0700 36.0 33.9 50.2 58.0 36.5 35.5 36.0 36.0
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| 'I 0800 0900 35.8 35.8 33.9 33.5 49.6 51.1 56.7 57.6 36.5 36.3 35.7 35.5 36.1 36.0 35.7 35.5
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| : 1000 35.8 33.5 52.3 58.0 36.3 35.7 36.1 35.6 i 1100 35.8 33.5 51.3 58.0 36.3 35.7 36.1 35.6
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| : 1200 35.8 33.5 52.3 58.3 36.3 35.7 36.2 35.9 1300 35.9 33.6 50.2 57.7 36.3 35.9 36.2 35.9
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| 'E 1400 35.9 33.6 50.4 58.0 36.3 35.8 36.2 35.7
| |
| -3 1500 35.9 33.6 51.0 57.9 36.4 35.9 36.2 35.6 1600 35.9 33.5 51.2 58.3 36.2 35.7 36.0 35.5 1700 35.8 33.4 51.2 58.3 36.2 35.7 36.0 35.5 1800 35.9 33.4 50.8 58,3 36.2 35.8 36.2 35.9 1900 35.8 33.3 50.8 58.1 36.2 35.8 35.9 35.7 2000 35.9 33.2 50.7 57.9 36.1 35.8 36.0 35.6 E 2100 35.9 33.1 50.9 58.4 36.1 35.9 36.0 35.5 5 2200 35.9 33.1 51.0 58.4 36.1 35.9 35.9 35.4 2300 35.9 33.0 50.8 58.4 36.0 35.6 35.7 35.1
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| . 2400 35.7 33.0 50.6 58.4 36.0 35.6 35.6 35.0 i
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| TABLE 315 HOURLY !!ATER TEMPERATURE (*F) DATA, QUAD-CITIES STATION, DECEMBER 11, 1980 5
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| 5 Cooling Canal Cold Downstream Sensors Time Upstream Intake End Discharge A B C D 0100 35.7 32.8 50.6 58.4 35.6 35.5 35.6 35.1 g 0200 35.5 35.5 32.6 50.6 58.5 35.6 35.5 35.5 34.7 g 0300 32.5 50.6 58.3 35.4 35.4 35.4 34.5 0400 35.4 32.4 50.5 58.6 35.2 35.2 35.2 34.2 0500 35.4 32.3 50.5 58.4 35.2 35.2 35.2 34.2 0600 35.3 32.3 50.5 58.4 35.1 35.1 35.1 34.1 0700 35.3 32.2 50.5 58.2 35.1 35.1 35.1 34.1 0800 35.2 32.2 50.5 58.2 35.0 35.1 35.1 34.0 g 0900 35.2 32.1 50.6 58.5 35.0 35.1 35.2 33.8 3 1000 35.2 32.0 50.7 58.3 35.0 35.1 35.1 33.8 1100 35.1 32.0 50.7 58.2 34.9 35.0 35.1 34.0 1200 35.0 31.9 50.9 58.0 34.9 35.0 35.1 33.7 1300 35.0 31.7 51.1 58.5 34.9 35.0 35.1 33.7 1400 35.0 31.9 51.1 58.6 34.9 35.0 35.0 33.6 1500 1600 35.1}}
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