Regulatory Guide 1.125: Difference between revisions

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{{#Wiki_filter:yRt      REG&, 9
{{#Wiki_filter:t yR
                        0           U.S. NUCLEAR REGULATORY COMMISSION                                                                                                                   March 1977 REGULATORY GUIDE
REG&, 9
                                    OFFICE OF STANDARDS DEVELOPMENT
0
                                                                            REGULATORY GUIDE 1.125 PHYSICAL MODELS FOR DESIGN AND OPERATION
U.S. NUCLEAR REGULATORY COMMISSION
                                      OF HYDRAULIC STRUCTURES AND SYSTEMS FOR NUCLEAR
March 1977 REGULATORY GUIDE
                                                                                      POWER PLANTS
OFFICE OF STANDARDS DEVELOPMENT
REGULATORY GUIDE 1.125 PHYSICAL MODELS FOR DESIGN AND OPERATION
OF HYDRAULIC STRUCTURES AND SYSTEMS FOR NUCLEAR
POWER PLANTS


==A. INTRODUCTION==
==A. INTRODUCTION==
Examples of types of physical modeling studies in- clude, but are not confined to, the following:
Paragraph (a) (3) (ii) of §50.34, "Contents of Ap- plications; Technical Information," of 10 CFR Part
      Paragraph (a) (3) (ii) of §50.34, "Contents of Ap- plications; Technical Information," of 10 CFR Part                                                         I. Intake structures.
50, "Licensing of Production and Utilization Facilities,"
requires that the Preliminary Safety Analysis Report (PSAR) include information on the design bases of the facility and the relation of the design bases to the principal design criteria.
 
Paragraph (a) (4) of §50.34 requires, in part, a pre- liminary analysis of the adequacy of structures, systems, and comnonents orovided for the prevention Examples of types of physical modeling studies in- clude, but are not confined to, the following:
I. Intake structures.
 
2. Discharge structures.
 
3. Energy dissipation structures.
 
4. Spillway and tailwater ratings for (dWrs (water- level discharge relations).
5. Release of water resulting from daiii'lures.
 
6. Wave runup, including ounaAi',effect'
7. Erosion from waves..and,.rtbilaotin therefrom.
 
8. Erosion and deppo8io'n in.i
*6trecamiis and other sysems and component prvie for.
 
--.
h-
.. . ....
'-.
.....
aenb desadtrt tooheno of accidents and the mwttgation of the consequences
.
.....
and
..
r:
, *th eerom .
of accidents.
 
mittonfts
9. Flow pattersand d(pettion of heated or con- taminated effluerit*i i&"recci'6ing water bodies.
 
10. Heat'Al'sý IK
n-"
receiving water bodies.
 
This guide describes the desired coordination of an
10. Ha
.
r applicant with the NRC staff and the detail and ex eerience of the NRC staff that documentation of data and studies that. an applicant sozpe '
ican6 have not furnished sufficiently should include in the PSAR to support the use of detidic "'i.r'
mation on physical hydraulic model physical hydraulic model testing for predicting per sd*iiA*r the staff to perform an adequate review. In formance of hydraulic structures and systems 4*r t
.so~,-4instances, staff involvement in the early plan- nuclear power plants. The regulatory position of i~is
"T,%ing of a mcdel study would have resulted in savings guide is applicable only to physical mo~elt"Osedlo, gOf both NRC and applicant funds and time in the predict the action or interaction of su .Uce waterV`
review and acceptance of the results.


50, "Licensing of Production and Utilization                                                                2.   Discharge structures.
with features located outside of contaiihtent.1 The recommendations of this guide are not ppo a e to Accordingly, the regulatory position details the internal plant systems or stuctures.


Facilities," requires that the Preliminary Safety                                                          3.   Energy dissipation structures.
documentation that should be furnished and the type of coordination between the staff and the applicant that should minimize the time necessary for accep-
.*,
,,.tance of the results of model studies.


Analysis Report (PSAR) include information on the                                                           4.    Spillway and tailwater ratings for (dWrs (water- design bases of the facility and the relation of the                                                    level discharge relations).
Physical hydr
design bases to the principal design criteria.                                                              5. Release of water resulting from daiii'lures.
1i ml els' te often used to predict The information described in the regulatory posi- prototype o
nce.


Paragraph (a) (4) of §50.34 requires, in part, a pre-                                                       6. Wave runup, including ounaAi',effect'
hey are particularly useful tion should be incorporated in the PSAR. However, where h a
liminary analysis of the adequacy of structures,                                                           7. Erosion from waves..and,.rtbilaotin therefrom.
res and systems are of un- the staff recognizes that it will not always be possible usual de or configuration and hydraulic to incorporate such information in the initial applica- parameters not be adequately evaluated by state- tion for a construction permit since studies of this of-the-art analytical methods. Hydraulic models may type may not be undertaken until after the PSAR is also be used to establish conservative and reasonable submitted. Such information may, therefore, be add- design or operating bases for sites, structures, or ed to the PSAR by amendment, either by reference to systems involving thermal and erosional problems.


systems, and comnonents orovided for the prevention                                                          8. Erosion and deppo8io'n in.i                              *6trecamiis and other sysems            and      component          --.
separate reports or by insertion into the PSAR.
of accidents and the mwttgation of the consequencesprvie  ..    .  for.


.... h-  '-.      .....            aenb .      .....
USNRC RE.GUL.ATORY GUIDES
                                                                                                                          desadtrt  and        r:          ..
Cotenmeeet.
                                                                                                                                                            tooheno      eerom          ., *th of accidents.                              mittonfts                                                        9. Flow pattersand d(pettion of heated or con- taminated
                                                                                                          10. Heat'Al'sý    effluerit*i IK i&"recci'6ing n-" receivingwater          water      bodies.


bodies.
%hureild bee wnt to t he S--Cletry eII
IIe- Creen,e,,eoy.ree US. Ni.1a
-,ij Regutlatory Guidieae d.C twed to iesvrilte antd malte availablte to the, ptublic method, Ilaoty Ce,e
....
...
awo. Vi,)Ii tee,', D.C.


This guide describes the desired coordination of an                                                  10. Ha                                .             r applicant with the NRC staff and the detail and                                                                              eerienceex                                of the NRC staff that documentation of data and studies that. an applicant                                                    sozpe '                ican6 have not furnished sufficiently should include in the PSAR to support the use of                                                        detidic "'i.r' mation on physical hydraulic model physical hydraulic model testing for predicting per                                                    sd*iiA*r the staff to perform an adequate review. In formance of hydraulic structures and systems 4*r t .so~,-4instances, staff involvement in the early plan- nuclear power plants. The regulatory position of i~is                                                "T,%ing of a mcdel study would have resulted in savings guide is applicable only to physical mo~elt"Osedlo, gOf both NRC and applicant funds and time in the predict the action or interaction of su .Uce waterV` review and acceptance of the results.
7D~bV,. Ate .,I,ete L)-e 1e,nel, Ntn eed acceptable to the NRC staff ol imtlementie'j uiiecetec parts of the Cenlor,$inss~~,
feee regulIatieons, to deliea~tetdt Ichetetteecl ,tivdl Ityth! stalfi cc tvalai nat stjwtecol c problemees Theuiesa sejtc t. ttecvt eeteetlIviecc or postolittO accidenti. or itt ittovde! guitdance to .tttttlicints. R. rgulatory Guide%
h-qi.sie"uII
n ol~-
e areC not substnlesu for *eifulmitons. and ConneteleieCe Withe them, is not triltuirtd.


with features located outside of contaiihtent.1 The recommendations of this guide are not ppoa                                                  e to           Accordingly, the regulatory position details the internal plant systems or stuctures.                                                                   documentation that should be furnished and the type of coordination between the staff and the applicant that should minimize the time necessary for accep-
I Pectvt Iie-ectnr G midc,ele;ro Metthods atot solntlotv' dillefecnt from lholit, set ou!to i
                                          .*, ,,.tance                                                              of the results of model studies.
c M
jetguide%
will hee Ancmil- Ffesi,...icnited Tot tetecci
1. ' awer~ltc able .1 they ttoe idt, a1 btasis It the. findeings rentuisite In, the ifsueinci!et Col co~ntnance.


Physical hydr 1i ml els' te often used to predict                                                      The information described in the regulatory posi- prototype                    o          nce. hey are particularly useful                                tion should be incorporated in the PSAR. However, where h a                                        res and systems are of un-                            the staff recognizes that it will not always be possible usual de                        or configuration and hydraulic                                        to incorporate such information in the initial applica- parameters                    not be adequately evaluated by state-                                    tion for a construction permit since studies of this of-the-art analytical methods. Hydraulic models may                                                    type may not be undertaken until after the PSAR is also be used to establish conservative and reasonable                                                  submitted. Such information may, therefore, be add- design or operating bases for sites, structures, or                                                    ed to the PSAR by amendment, either by reference to systems involving thermal and erosional problems.                                                       separate reports or by insertion into the PSAR.
V fl Ite
,ecc.1,,!mt lst F.1,tcttin, w%
Qe8 ccttet I t.01thr of a Petmit or license by the Comcmission.


USNRC RE.GUL.ATORY GUIDES                                                    Cotenmeeet.    %hureild bee wnt to t he S--Cletry eII IIe-Creen,e,,eoy.reeUS. Ni.1a                  -,ij Regutlatory Guidieaed.C twed to iesvrilte antdmalte availablte to the, ptublic method,              Ilaoty Ce,e  ....... awo. Vi,)Ii tee,', D.C. 7D~bV,. Ate.,I,ete                          Ntn eed L)-e 1e,nel, acceptable to the NRC staff ol imtlementie'j uiiecetec parts of the Cenlor,$inss~~,                  feee regulIatieons, to deliea~tetdt Ichetetteecl ,tivdlItyth! stalfi cc tvalai nat stjwtecolc problemees  Theuiesa            sejtc t. ttecvt              eeteetlIviecc or postolittO accidenti. or itt ittovde! guitdance to .tttttlicints. R.rgulatory Guide%                h-qi.sie"uII                  n ol~-            e areC not substnlesu for *eifulmitons. and ConneteleieCe            Withethem, is not triltuirtd.      I PectvtIie-ectnr                                        G midc,ele;ro Metthods atot solntlotv' dillefecnt from lholit, set ou!to        i  Mc jetguide%will hee Ancmil-        Ffesi,...icnited Tot      tetecci                    1. ' awer~ltc able .1 they ttoe idt, a1btasis It the.findeings rentuisite In, the ifsueinci!et Col co~ntnance.          V fl    ,ecc.1,,!mt Ite        lstF.1,tcttin, w%                      Qe8 ccttet      I t.01thr of a Petmit or license by the Comcmission.                                                            .1, Erivifortcnce-mtit adSt ctl      tnq                           ete t f)lc,-"e
.1, Erivifortcnce-mtit ctl adSt tnq f)
                                                                                                      5r Mate, e.0,ine Ptan)tNolvotC "
ete t  
~Cormnians   antd suggestions for itilltrnvetntent% in theso (euieetle ntt! etcncuraged at ;,I[
lc,-"e
gitime's,.ntrwgoiei "Melt   It   evi"Icl .s   te, in ltnuette.tt,   to atcecrtto,ilitt ctttlflenrtt and~t   tle4tectt Iwe lecele ccitfe te seee                       tMteej,
5r Mate, e.0,ine Ptan)t NolvotC
                                                                                                                                                                  4 erhe cee.ehi.e~eeute         or let, tela,;'
"
to rei edl fee. intotint Ieon ot et !I         net'C,, Hoeweve~r, cornenerreotth!itts luetle.,it     eeee~t 'ten teeiutomtmtc n:e dtieteeul etetetlee   I     ecte Cite'! ' tet leeee! n.e'ett ltitne,       eefi teceivedlvvethin abeout ty. ioi    ,,~hs titer its oletincc. vvil lee ttaelicntar,tl eestt~leto      tleeeetoet quittet Itw netteoin            eteteti tee tte U S.    ~tel-ec.,,,
~Cormnians antd suggestions for itilltrnvetntent% in theso (euieetle ntt! etcncuraged at ;,I[
                                                                                                                                                                                  tllqeetdnty Cetettcowaeeee evileeetetIltnatl        It    e *.tyttefUt                                                          Vdtlitnhmtttt, D.C.      205fbh. At t,-niut        .e Deeq feor. Dionuienr etf Uttinpritn Cultectol.
gitime's,  
.ntrw goiei
"Melt It evi"Icl .s in te, ltnuette.tt, to atcecrtto,ilitt ctttlflenrtt and~t tle4tectt Iwe lecele ccitfe te seee Mteej, t4 erhe cee.e hi.e~eeute or let, tela,;'
to rei edl fee. intotint Ieon ot et !I  
net'C,, Hoeweve~r, cornenerreot th!itts luetle., it eeee~t  
'ten tee iutomtmtc n:e dt ieteeul etetetlee I  
ecte Cite'! '  
tet leeee! n.e'ett lt itne ,  
eefi teceivedl vvethin abeout ty.


==C. REGULATORY POSITION==
ioi
effects of both are negligible, or (c) are such that their neglect leads to conservative model results and es- Because all hydraulic design problems cannot be              tablishmen.t of conservative 'design or operating resolved by the mechanics of similitude and because            bases.
,,~hs titer its oletincc. vvil lee ttaelicntar,tl eestt~le to tleeeetoet quittet Itw netteo in eteteti tee tte U S. ~tel-ec.,,,
tllqeetdnty Cetettcowaeeee evileeetetIltnatl It e *.tyttefUt Vdtlitnhmtttt, D.C.


there are limitations to hydraulic modeling.'the NRC
205fbh. At t,-niut
        staff should be furnished with certain documentation                  Documentation should be furnished on the
.e Deeq fe or. Dionuienr etf Uttinpritn Cultectol.


* for any structural, thermal, erosional,I or other               methods used to satisfy the equations of similitude in physicalhydraulic models used by the applicant to es-          the model. The effects of scale distortions on data ob- tablish design or operating bases. The regulatory              tained from the model studies should be documented.
==C. REGULATORY POSITION==
Because all hydraulic design problems cannot be resolved by the mechanics of similitude and because there are limitations to hydraulic modeling.'the NRC
staff should be furnished with certain documentation
* for any structural, thermal, erosional,I or other physicalhydraulic models used by the applicant to es- tablish design or operating base


*position contained in this guide applies only to                 Where applicable, model adjustment and verification
====s. The regulatory====
      'physical models used to predict the action or interac-           procedures should be described, and information tion of surface waters with features located outside of         should be furnished on the validity of the model over containment.                                                    a range of likely flow conditions, heat regimes, at- mospheric conditions, and other physical parameters.
* position contained in this guide applies only to
'physical models used to predict the action or interac- tion of surface waters with features located outside of containment.


Generally, regulatory positions I and 3 describe in-         Where applicable, it should be demonstrated that the formation that should be furnished prior to actual             model will simulate known flow conditions; this ver- model testing., and regulatory positions 4 through 6           ification should be provided when historical data are describe information needed after testing is com-               available.
Generally, regulatory positions I and 3 describe in- formation that should be furnished prior to actual model testing., and regulatory positions 4 through 6 describe information needed after testing is com- pleted. Additionally, partial test results should be
*
provided for staff review and acceptance during the
* course of testing to ensure reconsideration of
* parameters whose importance becomes apparent on the basis of partial data collection. After completing the entire study, all the information should be con- solidated either (1) as a separate report with ap-
*
propriate reference added in the PSAR or (2) for in- sertion into the PSAR.


pleted. Additionally, partial test results should be
1. Prior to construction of the model, the appli-
*       provided for staff review and acceptance during the                4. Where full-scale structures or systems having
* cant should submit information outlining (a) the
*
problem to be resolved, (b) reasons for selecting the hydraulic model chosen to resolve the problem, (c)
*
expected results to be obtained, (d) a detailed descrip- tion of the model, including a description of
.
materials, methods used to measure parameters, scale relations, and other physical characteristics of the model, (e) methods that will be used to analyze the
* data obtained from the model studies, and (0 a schedule of expected tests, proposed completion dates, and estimated dates for submittal of informa-
* tion for NRC staff review.


* course of testing to ensure reconsideration of                   characteristics similar to those being modeled exist
2. Staff views and recommendations should be solicited prior to model construction and following or coincident with the submittal of the information
*  
listed in regulatory position 1, and arrangements should also be made for appropriate members of the staff to be present periodically during model opera- tion to observe the actual performance of the model.


* parameters whose importance becomes apparent on                   and information relative to the observed or measured the basis of partial data collection. After completing          performance of the existingstructures or systems is the entire study, all the information should be con-             available, the physical model results should be com- solidated either (1) as a separate report with ap-              pared with the available information generated by the
3. Documentation should be furnished on how the various conditions of geometric, kinematic, dynamic, and thermodynamic.similitude that take into account
*      propriate reference added in the PSAR or (2) for in-             existing structures. Testing performed on existing sertion into the PSAR.                                           full-scale structures or systems and the results of these tests should be describe
.the physical properties and flow state of the fluid (i.e,.
Froude, Reynolds, Euler, Cauchy, Weber, and other related numbers) have been considered. Because-cer- tain forces may act differently in a model than in a prototype, documentation should be provided to justify the neglect of any forces by showing that these forces (a) are of negligible magnitude, (b) compensate for other neglected forces in such a manner that the effects of both are negligible, or (c) are such that their neglect leads to conservative model results and es- tablishmen.t of conservative 'design or operating bases.


====d. The applicability of====
Documentation should be furnished on the methods used to satisfy the equations of similitude in the model. The effects of scale distortions on data ob- tained from the model studies should be documented.
          1. Prior to construction of the model, the appli-           such tests to the problem in question should be


* cant should submit information outlining (a) the                  documented, and any conclusions derived from the
Where applicable, model adjustment and verification procedures should be described, and information should be furnished on the validity of the model over a range of likely flow conditions, heat regimes, at- mospheric conditions, and other physical parameters.
*      problem to be resolved, (b) reasons for selecting the            tests should be discussed. If the results of other model
*
.
      hydraulic model chosen to resolve the problem, (c)
      expected results to be obtained, (d) a detailed descrip- tion of the model, including a description of materials, methods used to measure parameters, scale tests are used by the applicant, justification for the use of these results and verification of the ability of these other models to reproduce or predict prototype performance should also be provided.


0
Where applicable, it should be demonstrated that the model will simulate known flow conditions; this ver- ification should be provided when historical data are available.
      relations, and other physical characteristics of the model, (e) methods that will be used to analyze the                    Detailed documentation of data obtained from


* data obtained from the model studies, and (0 a                    existing full-scale structures and systems should be schedule of expected tests, proposed completion                  provided, including (a) instrumentation used, (b)
4. Where full-scale structures or systems having characteristics similar to those being modeled exist and information relative to the observed or measured performance of the existingstructures or systems is available, the physical model results should be com- pared with the available information generated by the existing structures. Testing performed on existing full-scale structures or systems and the results of these tests should be described. The applicability of such tests to the problem in question should be documented, and any conclusions derived from the tests should be discussed. If the results of other model tests are used by the applicant, justification for the use of these results and verification of the ability of these other models to reproduce or predict prototype performance should also be provided.
      dates, and estimated dates for submittal of informa-              description of the data collection network, (c) fre-


* tion for NRC staff review.                                        quency of collection,. (d) methods of collection, and (e) physical parameters existing at the time of collec-
Detailed documentation of data obtained from existing full-scale structures and systems should be provided, including (a) instrumentation used, (b)
          2. Staff views and recommendations should be                tion, such as heat regimes, flow conditions, and at- solicited prior to model construction and following              mospheric conditions.
description of the data collection network, (c) fre- quency of collection,. (d) methods of collection, and (e) physical parameters existing at the time of collec- tion, such as heat regimes, flow conditions, and at- mospheric conditions.


or coincident with the submittal of the information
5. Any changes to the original design of the prototypes as a result of the model test should be dis- cussed. The designs that were modeled and the basis for modifying the design should be documented.
*      listed in regulatory position 1, and arrangements                    5. Any changes to the original design of the should also be made for appropriate members of the                prototypes as a result of the model test should be dis- staff to be present periodically during model opera-              cussed. The designs that were modeled and the basis tion to observe the actual performance of the model.              for modifying the design should be documented.


Undesirable flow characteristics or failure modes for
Undesirable flow characteristics or failure modes for the design tested, as well as any oiihcr problems, should be discussed.
          3. Documentation should be furnished on how the              the design tested, as well as any oiihcr problems, various conditions of geometric, kinematic, dynamic,              should be discussed.


and thermodynamic.similitude that take into account
-6. Figures. drawings, photographs, and text sub- mitted as documentation for regulatory positions 3,
      .the physical properties and flow state of the fluid (i.e,.          -6. Figures. drawings, photographs, and text sub- Froude, Reynolds, Euler, Cauchy, Weber, and other                mitted as documentation for regulatory positions 3, related numbers) have been considered. Because-cer-              4, and 5 should be provided in sufficient detail to al- tain forces may act differently in a model than in a              low the staff to evaluate independently the ap- prototype, documentation should be provided to                    plicability of the model to the design problem in justify the neglect of any forces by showing that these          question. (A typical model investigation report as forces (a) are of negligible magnitude, (b) compensate            published by the U.S. Army Waterways Experiment for other neglected forces in such a manner that the              Station has been found acceptable in the past.) Bases
4, and 5 should be provided in sufficient detail to al- low the staff to evaluate independently the ap- plicability of the model to the design problem in question. (A typical model investigation report as published by the U.S. Army Waterways Experiment Station has been found acceptable in the past.) Bases
                                                                  1.125-2
0
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for the interpretation of model results and for any         Except in those cases in which the applicant conclusions reached should be provided. In many in-      proposes an acceptable alternative method for com- stances, it may be advisable to provide partial test     plying with specified portions of the Commission's results for review. The models should not be dis-         regulations, the method described herein will be used mantled until the staff has reviewed the submittals.     in the evaluation of submittals for construction per- mit applications docketed after November 1, 1977. If
for the interpretation of model results and for any conclusions reached should be provided. In many in- stances, it may be advisable to provide partial test results for review. The models should not be dis- mantled until the staff has reviewed the submittals.


==D. IMPLEMENTATION==
==D. IMPLEMENTATION==
an applicant wishes to use this regulatory guide in developing submittals for construction permit ap- The purpose of this section is to provide informa-    plications docketed on or before November 1, 1977, tion to license applicants regarding the NRC staff's      the pertinent portions of the application will be plans for implementing this regulatory guide.            evaluated on the basis of this guide.
The purpose of this section is to provide informa- tion to license applicants regarding the NRC staff's plans for implementing this regulatory guide.
 
Except in those cases in which the applicant proposes an acceptable alternative method for com- plying with specified portions of the Commission's regulations, the method described herein will be used in the evaluation of submittals for construction per- mit applications docketed after November 1, 1977. If an applicant wishes to use this regulatory guide in developing submittals for construction permit ap- plications docketed on or before November 1, 1977, the pertinent portions of the application will be evaluated on the basis of this guide.


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Revision as of 00:17, 11 January 2025

Physical Models for Design and Operation of Hydraulic Structures and Systems for Nuclear Power Plants
ML13350A272
Person / Time
Issue date: 03/31/1977
From:
NRC/OSD
To:
References
RG-1.125
Download: ML13350A272 (3)


t yR

REG&, 9

0

U.S. NUCLEAR REGULATORY COMMISSION

March 1977 REGULATORY GUIDE

OFFICE OF STANDARDS DEVELOPMENT

REGULATORY GUIDE 1.125 PHYSICAL MODELS FOR DESIGN AND OPERATION

OF HYDRAULIC STRUCTURES AND SYSTEMS FOR NUCLEAR

POWER PLANTS

A. INTRODUCTION

Paragraph (a) (3) (ii) of §50.34, "Contents of Ap- plications; Technical Information," of 10 CFR Part 50, "Licensing of Production and Utilization Facilities,"

requires that the Preliminary Safety Analysis Report (PSAR) include information on the design bases of the facility and the relation of the design bases to the principal design criteria.

Paragraph (a) (4) of §50.34 requires, in part, a pre- liminary analysis of the adequacy of structures, systems, and comnonents orovided for the prevention Examples of types of physical modeling studies in- clude, but are not confined to, the following:

I. Intake structures.

2. Discharge structures.

3. Energy dissipation structures.

4. Spillway and tailwater ratings for (dWrs (water- level discharge relations).

5. Release of water resulting from daiii'lures.

6. Wave runup, including ounaAi',effect'

7. Erosion from waves..and,.rtbilaotin therefrom.

8. Erosion and deppo8io'n in.i

  • 6trecamiis and other sysems and component prvie for.

--.

h-

.. . ....

'-.

.....

aenb desadtrt tooheno of accidents and the mwttgation of the consequences

.

.....

and

..

r:

, *th eerom .

of accidents.

mittonfts

9. Flow pattersand d(pettion of heated or con- taminated effluerit*i i&"recci'6ing water bodies.

10. Heat'Al'sý IK

n-"

receiving water bodies.

This guide describes the desired coordination of an

10. Ha

.

r applicant with the NRC staff and the detail and ex eerience of the NRC staff that documentation of data and studies that. an applicant sozpe '

ican6 have not furnished sufficiently should include in the PSAR to support the use of detidic "'i.r'

mation on physical hydraulic model physical hydraulic model testing for predicting per sd*iiA*r the staff to perform an adequate review. In formance of hydraulic structures and systems 4*r t

.so~,-4instances, staff involvement in the early plan- nuclear power plants. The regulatory position of i~is

"T,%ing of a mcdel study would have resulted in savings guide is applicable only to physical mo~elt"Osedlo, gOf both NRC and applicant funds and time in the predict the action or interaction of su .Uce waterV`

review and acceptance of the results.

with features located outside of contaiihtent.1 The recommendations of this guide are not ppo a e to Accordingly, the regulatory position details the internal plant systems or stuctures.

documentation that should be furnished and the type of coordination between the staff and the applicant that should minimize the time necessary for accep-

.*,

,,.tance of the results of model studies.

Physical hydr

1i ml els' te often used to predict The information described in the regulatory posi- prototype o

nce.

hey are particularly useful tion should be incorporated in the PSAR. However, where h a

res and systems are of un- the staff recognizes that it will not always be possible usual de or configuration and hydraulic to incorporate such information in the initial applica- parameters not be adequately evaluated by state- tion for a construction permit since studies of this of-the-art analytical methods. Hydraulic models may type may not be undertaken until after the PSAR is also be used to establish conservative and reasonable submitted. Such information may, therefore, be add- design or operating bases for sites, structures, or ed to the PSAR by amendment, either by reference to systems involving thermal and erosional problems.

separate reports or by insertion into the PSAR.

USNRC RE.GUL.ATORY GUIDES

Cotenmeeet.

%hureild bee wnt to t he S--Cletry eII

IIe- Creen,e,,eoy.ree US. Ni.1a

-,ij Regutlatory Guidieae d.C twed to iesvrilte antd malte availablte to the, ptublic method, Ilaoty Ce,e

....

...

awo. Vi,)Ii tee,', D.C.

7D~bV,. Ate .,I,ete L)-e 1e,nel, Ntn eed acceptable to the NRC staff ol imtlementie'j uiiecetec parts of the Cenlor,$inss~~,

feee regulIatieons, to deliea~tetdt Ichetetteecl ,tivdl Ityth! stalfi cc tvalai nat stjwtecol c problemees Theuiesa sejtc t. ttecvt eeteetlIviecc or postolittO accidenti. or itt ittovde! guitdance to .tttttlicints. R. rgulatory Guide%

h-qi.sie"uII

n ol~-

e areC not substnlesu for *eifulmitons. and ConneteleieCe Withe them, is not triltuirtd.

I Pectvt Iie-ectnr G midc,ele;ro Metthods atot solntlotv' dillefecnt from lholit, set ou!to i

c M

jetguide%

will hee Ancmil- Ffesi,...icnited Tot tetecci

1. ' awer~ltc able .1 they ttoe idt, a1 btasis It the. findeings rentuisite In, the ifsueinci!et Col co~ntnance.

V fl Ite

,ecc.1,,!mt lst F.1,tcttin, w%

Qe8 ccttet I t.01thr of a Petmit or license by the Comcmission.

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ete t

lc,-"e

5r Mate, e.0,ine Ptan)t NolvotC

"

~Cormnians antd suggestions for itilltrnvetntent% in theso (euieetle ntt! etcncuraged at ;,I[

gitime's,

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"Melt It evi"Icl .s in te, ltnuette.tt, to atcecrtto,ilitt ctttlflenrtt and~t tle4tectt Iwe lecele ccitfe te seee Mteej, t4 erhe cee.e hi.e~eeute or let, tela,;'

to rei edl fee. intotint Ieon ot et !I

net'C,, Hoeweve~r, cornenerreot th!itts luetle., it eeee~t

'ten tee iutomtmtc n:e dt ieteeul etetetlee I

ecte Cite'! '

tet leeee! n.e'ett lt itne ,

eefi teceivedl vvethin abeout ty.

ioi

,,~hs titer its oletincc. vvil lee ttaelicntar,tl eestt~le to tleeeetoet quittet Itw netteo in eteteti tee tte U S. ~tel-ec.,,,

tllqeetdnty Cetettcowaeeee evileeetetIltnatl It e *.tyttefUt Vdtlitnhmtttt, D.C.

205fbh. At t,-niut

.e Deeq fe or. Dionuienr etf Uttinpritn Cultectol.

C. REGULATORY POSITION

Because all hydraulic design problems cannot be resolved by the mechanics of similitude and because there are limitations to hydraulic modeling.'the NRC

staff should be furnished with certain documentation

  • for any structural, thermal, erosional,I or other physicalhydraulic models used by the applicant to es- tablish design or operating base

s. The regulatory

  • position contained in this guide applies only to

'physical models used to predict the action or interac- tion of surface waters with features located outside of containment.

Generally, regulatory positions I and 3 describe in- formation that should be furnished prior to actual model testing., and regulatory positions 4 through 6 describe information needed after testing is com- pleted. Additionally, partial test results should be

provided for staff review and acceptance during the

  • course of testing to ensure reconsideration of
  • parameters whose importance becomes apparent on the basis of partial data collection. After completing the entire study, all the information should be con- solidated either (1) as a separate report with ap-

propriate reference added in the PSAR or (2) for in- sertion into the PSAR.

1. Prior to construction of the model, the appli-

  • cant should submit information outlining (a) the

problem to be resolved, (b) reasons for selecting the hydraulic model chosen to resolve the problem, (c)

expected results to be obtained, (d) a detailed descrip- tion of the model, including a description of

.

materials, methods used to measure parameters, scale relations, and other physical characteristics of the model, (e) methods that will be used to analyze the

  • data obtained from the model studies, and (0 a schedule of expected tests, proposed completion dates, and estimated dates for submittal of informa-
  • tion for NRC staff review.

2. Staff views and recommendations should be solicited prior to model construction and following or coincident with the submittal of the information

listed in regulatory position 1, and arrangements should also be made for appropriate members of the staff to be present periodically during model opera- tion to observe the actual performance of the model.

3. Documentation should be furnished on how the various conditions of geometric, kinematic, dynamic, and thermodynamic.similitude that take into account

.the physical properties and flow state of the fluid (i.e,.

Froude, Reynolds, Euler, Cauchy, Weber, and other related numbers) have been considered. Because-cer- tain forces may act differently in a model than in a prototype, documentation should be provided to justify the neglect of any forces by showing that these forces (a) are of negligible magnitude, (b) compensate for other neglected forces in such a manner that the effects of both are negligible, or (c) are such that their neglect leads to conservative model results and es- tablishmen.t of conservative 'design or operating bases.

Documentation should be furnished on the methods used to satisfy the equations of similitude in the model. The effects of scale distortions on data ob- tained from the model studies should be documented.

Where applicable, model adjustment and verification procedures should be described, and information should be furnished on the validity of the model over a range of likely flow conditions, heat regimes, at- mospheric conditions, and other physical parameters.

Where applicable, it should be demonstrated that the model will simulate known flow conditions; this ver- ification should be provided when historical data are available.

4. Where full-scale structures or systems having characteristics similar to those being modeled exist and information relative to the observed or measured performance of the existingstructures or systems is available, the physical model results should be com- pared with the available information generated by the existing structures. Testing performed on existing full-scale structures or systems and the results of these tests should be described. The applicability of such tests to the problem in question should be documented, and any conclusions derived from the tests should be discussed. If the results of other model tests are used by the applicant, justification for the use of these results and verification of the ability of these other models to reproduce or predict prototype performance should also be provided.

Detailed documentation of data obtained from existing full-scale structures and systems should be provided, including (a) instrumentation used, (b)

description of the data collection network, (c) fre- quency of collection,. (d) methods of collection, and (e) physical parameters existing at the time of collec- tion, such as heat regimes, flow conditions, and at- mospheric conditions.

5. Any changes to the original design of the prototypes as a result of the model test should be dis- cussed. The designs that were modeled and the basis for modifying the design should be documented.

Undesirable flow characteristics or failure modes for the design tested, as well as any oiihcr problems, should be discussed.

-6. Figures. drawings, photographs, and text sub- mitted as documentation for regulatory positions 3,

4, and 5 should be provided in sufficient detail to al- low the staff to evaluate independently the ap- plicability of the model to the design problem in question. (A typical model investigation report as published by the U.S. Army Waterways Experiment Station has been found acceptable in the past.) Bases

0

1.125-2

for the interpretation of model results and for any conclusions reached should be provided. In many in- stances, it may be advisable to provide partial test results for review. The models should not be dis- mantled until the staff has reviewed the submittals.

D. IMPLEMENTATION

The purpose of this section is to provide informa- tion to license applicants regarding the NRC staff's plans for implementing this regulatory guide.

Except in those cases in which the applicant proposes an acceptable alternative method for com- plying with specified portions of the Commission's regulations, the method described herein will be used in the evaluation of submittals for construction per- mit applications docketed after November 1, 1977. If an applicant wishes to use this regulatory guide in developing submittals for construction permit ap- plications docketed on or before November 1, 1977, the pertinent portions of the application will be evaluated on the basis of this guide.

1.125-3