ML20128C938
| ML20128C938 | |
| Person / Time | |
|---|---|
| Site: | 05000000, Vogtle |
| Issue date: | 09/14/1982 |
| From: | GEORGIA POWER CO. |
| To: | |
| Shared Package | |
| ML19292B772 | List:
|
| References | |
| FOIA-84-624 NUDOCS 8505280460 | |
| Download: ML20128C938 (34) | |
Text
{{#Wiki_filter:. - j,; [8 PRESENTATION OF RESULTS ON STUDIES OF THE POSTULATED MILLETT FAULT-Vogtle Electric Generating Plant p September 14,1982 Bethesda, Maryland introduction Ruble Thomas Overview C. McClure Acquisition of Existing Data M. Wolff and Summary of Studies Field Exploration T. Crosby Geophysical Studies D. Michniuk/K. Blom Ground Water Evaluation C. Farrell Ground Water Modeling G. Segol Surface Water Hydrology J. Cassidy Seismicity J. Litehiser Conclusions C. McClure 1 8505280460 841015 PDR FOIA SHOLLY84-624 PDR .m-. _,. _ _ ~. _ ...w.-_,_..,-_ ,,,.,,,_.,-,m- _ - _,. _ _. _ ~..... -., _ _ _.., _. __..,. - -,.... - _
l 3 1a Ali. %:. I PEAK FIRM FOUNDATION ACCELERATION AT THE VOGTLE SITE FROM AN EARTHQUAKE ON POSTULATED MILLETT FAULT l Fault length - about 47 miles (75 kilometers) by Figure 2 of Faye and Prowell (1982) L implied magnitude - about M,7.5 (mb 6.5) using either M, = 5.19 + 1.23 log L (km) after Wentwork and Mergner Keefer (1981, reverse faults only) or M = 1.606 + 1.82 s log L (meters) after Slemmons (1977, worldwide faults of all kinds) 4 Closest approach of Niillett " fault" to Vogtle - about 7 miles (11 km) by Figure 2 of Faye and Prowell (1982) Derived site peak acceleration - 0.38 - 1.08g by methods outlined below: 1) 0.5g Schnabel and Seed (1973) i 2) 0.38 - 0.83g (Campbell,1981) i 3) 1.08g (Nuttli,.1979) l l \\ ) e 5 ,n..._-,. -,_,,.e-.-..,-,,.n- ,-__,.,,e ..----,.,,.v. ,---.w-,- w.n_,,,,,-.,
o V.:::.)f ,_) ' ' tyn ~ G? .f PEAK FIRM FOUNDATION ACCELERATION AT THE VOGTLE SITE FROM AN EARTHQUAKE ON POSTULAT'ED STATESBORO FAULT ] Fault length - about the same as the Millett " fault" by Figure 2 of Fays and Prowell l-(1982) implied magnitude - about M, 7.5 from either Wentworth and Mergner Keefer (1981) i or Slemmons (1977) Closest approach of Statesboro " fault" to Vogtle - about 32 miles (51 km) by ~ ~~ Figure 2 of Faye and Prowell (1982) Derived sits peak acceleration - 0.13 - 0.29g by methods below: 1) 0.2g (Schnabel and Seed,1973) 2) 0.13 - 0.29g (Campbell,1981) 3) 0.25g (Nuttli,1979) 4 i i i l I a
y e W ~j i f ' 6, (1 1 c FEATURES INDICATIVE OF FAULTING 1 ACCORDING TO FAYE AND PROWELL',1982 i I i GEOLOGIC 1 - Idenfication of Triassic age rocks in cuttings from AL66. l Generally coincident with inferred basement fault as interpreted from aeromagnetic survey. j - Interpretation of downhole geophysical logs j HYDROGEOLOGIC i l " Unique" configuration of A aquifer potentiometric surface. 3 l - Abrupt changes in potentiometric head across trace of suggested t i fault. l 1 - Marked reduction in transmissivity of A aquifer downdip of 3 I suggested fault. l - "Anomalously" high aquifer discharge to Savannah River. i t l
I 1 1 SCOPE OF STUDIES l OF POSTULATED MILLETT FAULT 1 I i ) 1. Assembling and evaluating existing data. l 2. Generating new data designed to address presence /ebsence of faulting. j 3. Addressing specific issues raised in USGS Report. I t i 1 i i i
8 GROUP 1: Assembling and evaluating existing data. e Literature search e Thesis search Search of federal, state, and county files e e Review existing geophysical data Discussions with knowledgeable geologists in the area e e Remote sensing studies
== s 1 GROUP 2: Generating new original data to address presence /sosence of faulting. i e Geologic mapping i i e Core drilling / logging 1 Petrographic / clay / heavy mineral analyses of core samples e i Geophysical logging of core holes e I. e installation of observation wells Seisinic reflection surveys l e i i = j i
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GEOPHYSICAL STUDIES COLLbCTION AND EVALUATION OF AVAILABLE GEOPH o DATA MARINE ACOUSTICAL SURVEY ON THE SAVANNAH RIVER o e e l e e ,,,,,e.--- ,--.-v.--,--- ---,,,--n,- y--
Acoustical Marine Geophysical Survey on the Savannah Rive'r. Three subbottom profiling systems used to obtain high resolution and deep e penetration: UNIBOOM 10 cubic inch Air Gun 20 cubic inch Air Gun e. Several key continuous reflecting' horizons were identified across the e postulated faults at elevations of +50 to -1100 feet, Conclude that there is no evidence for any faulting in the regions surveyed. e e e e e 4 +, - ..,,-.w,--. .-n-,. - - - -.-.. _ -_ _ _ _ ___
SEISMIC REFLECTION SURVEY ALONG SAVANN H RIVER / AI M EN 'f / \\ g;cu.n/ h 1 x, RICHM0PiD((
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PRINCIPAL REFLECTORS SEISMIC REFLECTION SURVEY gg POSTULATED SE~ ~ MILLETT FAULT FIX NUMBERS 15 14 13 12 11 10 9 8
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HYDROLOGIC DATA EVALUATION 1. WELL INVENTORY SHEETS RECEIVED FROM FIELD. (MEASUREMENTS MADE BY GEORGIA POWER PERSONNEL.) 2. DATA ANALYZED. CATEGORIZED BY' UPPER OR LOWER AQUlFER. j l CHECKED RELIABILITY OF DATA. 3. WELLS PLOTTED ON MAPS. ~ WELL3 PLOTTED ACCORDING TO AQUlFER, AND RESPECTIVE GROUND l WATER ELEVATIONS RECORDED. 4. DATA PREPARED FOR CONTOURING. COMPUTERIZED CONTOUR MAPS OF WATER LEVEL ELEVATIONS. (BOTH AQUlFERS.) - COMPUTER CONTOURS PLACED. ON BASE MAPS. 5. DATA COMPILED FOR INPUTTO FINITE ELEMENT MODEL. (LOWER Y ^ AQUlFER.) ]" - COMPILED WATER LEVEL DATA.OF LOWER AQUlFER. '( PREPARED GEOLOGIC MAP TO DELINEATE RECHARGE & DISCHARGE 4 AREAS IN VICINITY OF THE SAVANNAH RIVE'R & ADJACENT STREAMS. - DEVELOPED ISOPACH OF LOWER AQUlFER.
.s. GRCWJNT: VATER.HOf! ANALYS S ~ - ' OBJECTIVES
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I l. DATA PRESENTATION 1. Plots of Survey Points and Water Level Measurements (A1/A2 aquifers) 2. Piezometric Maps a. Manual b. Computer-generated using: - Standard techniques - Kriging techniques O e 3. Contouring of Geologic Horizons
ll. DATA ANALYSIS 4 j I I 1. Independent Analysis of Bechtel and USGS Data N a. Qualitative - Evaluation of piezometric maps l - Data consistency l b. Quantitative (Geostatistics: Histograms, correlations) - Quality and, consistency - Corrections. - Value of additional information
1 'll DATA ANALYSIS (Continued)
- 2. Comparative Analysis of USGS and Bechtel Data i
i i a. Qualitative - Piezometric maps 1 - Point values - Composite map i b Quantitative (Geostatistics) [ - Map statistics l - Compatibility. l - Map and statistics of composite data set l l
1 4 2 111. TEST OF HYPOTHESES
- 1. Postulated Millett Fault
~ a. Flow pat: erns -
- b. Numerical Modeling
- Barrier effect - Changes in transmissivity c. Geostatistics o On USGS data only o On Bechtel and USGS data for a more definitive conclusion on the value of the fault hypothesis - Gradient Map -Structural analysis - Cross validation - Map of piezometric heads O e e 6 e I ,,.,-.,,n-,, m. n. .n.-
Ill. ' TEST OF HYPOTHESES (Continued) 1 2. Le Grand Hypothesis a. Numerical Model - Finite element method (FLUMP) - Input: Aquifer geometry, transmissivity, discharge / recharge areas, and boundary conditions - Output: Piezometric head
- b. Sensitivity Study i
l = - Addition of barrier effects - Variations in transmissivity, recharge rates
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REVIEW CONSULTANTS DR. BRUCE BOLT Univ,of California Seismologist DR. ROBERT HATCHER Univ.of South Carolina Structural Geologist DR.VERNON HENRY Skidaway Institute Geologist DR. PHILIP LA MOREAUX LaMoreaux Assoc. Hydrogeologist 'MR. HARRY LE GRAND Consultant Hydrogeologist DR. RON LYONS Stanford Univ. Remote Sensing DR. STAVROS PAPADOPULOS Papadodulos Assoc. Hydrogeologist MR. CAR L SAVIT V. Pres., Western Geophysical Geophysicist DR. CARL STEPP Woodward-Clyde Consul. Geophysicist MR. LEONARD WOOD Papadopulos Assoc. Hydrologist CONSULTING COMPANIES GEOMATH Denver, Colo. Geostatistics DR. RALPH GRIM Urbana, Ill. X Ray Diffraction Analysis HARDING LAWSON ASSOC. Novato, Cal. River Reflection Survey R ESERVOIRS, INC. Denver, Colo. Heavy Mineral Analysis l I l
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