ML19330B258
| ML19330B258 | |
| Person / Time | |
|---|---|
| Issue date: | 07/21/1980 |
| From: | Fields M Office of Nuclear Reactor Regulation |
| To: | Butler W Office of Nuclear Reactor Regulation |
| References | |
| REF-GTECI-B-10, REF-GTECI-CO, TASK-B-10, TASK-OR NUDOCS 8007310256 | |
| Download: ML19330B258 (4) | |
Text
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- boy #o UNITED STATES
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N NUCLEAR REGULATORY COMMISSION O
,.p WASHINGTON, D. C. 20555 JUL 211980 B-10 MEMORANDUM FOR:
W. Butler, Chief, Containment Systems Branch, DSI FROM:
M. Fields, B-10 Task Manager, Containment Systems Branch, DSI
SUBJECT:
FORTHCOMING MEETING WITH GENERAL ELECTRIC ON MARK III LOCA-RELATED POOL DYNAMIC LOAD CRITERIA Date:
July 30-31,1980 Time:
9 a.m. to 5 p.m. each day Location:
Room 202, Building N General Electric Offices 175 Curtner Avenue San Jose, CA 06125
Purpose:
To discuss the Mark III LOCA-related pool dynamic load cri teria.
Participants:
NRC M. Fields, J. Kudrick NRC Consultants J. Ranlet, et al General Electric L. Steinert, et al fj/
Mel Fields, B-10 Task Manager Containment Systems Branch Division of Systems Integration i
Enclosure:
Proposed Agenda Distribution:
See Attached Sheets Mbbk b
1 Pronosed Agenda GI/NRC Heeting July 30-31,1980 i
Subject:
Mark III LOCA-related Pool Dynamic Loads I.
Poo! Swell A.
Effect of out-of-scale parameters j
B.
Pool swe'll velocity C.
Impact of new test data on design criteria I I ~.
Impact Loads A.
Duration of impact on structure B.
Effect of structure's natural frequency on response C.
Impact loads on gratings D.
Impact load criteria inside drywell (due to reflood)
III. Condensation Oscillation Loads A.
Use of 1/3 scale data with no modifications IV. Chugging Loads A.
Scaling effects B.
Test parameters vs. design basis conditions C.
Statistical approach to determining design chug loads D.
Multivent effects Enclosure
1
., V.
Submerged Structure Loads A.
Drag computation equations B.
Structures in immediate path of water jet C.
Theoretical model vs. actual conditions D.
Details of chugging submerged structure load definition VI. Pool Thermal Stratification A.
Test conditions vs. design basis conditions VII. Fluid Structure Interaction Effects A.
Effect on PSTF test data B.
Effect on flark III Containments (especially free standing steel containments)
VIII. Structures Over Pool A.
Type and arrangement of structures over the pool IX. Plant Modifications A.
tiodifications made as a result of revised LOCA-related pool dynamic l'oad criteria X.
Load Specifications and Bases A.
Specific source for each load specificction B.
Ratianale for choosing the load specification source
Meeting Notice Distribution Central Files NRR R/F GIB R/F P.. Mattson' F. Schroeder K. Kniel P. Norian E. Eiserhut R. Tedesco J. Younablood A. Schwencer R. Vollner J. Knight R. Bosnak F. Schauer D. Ross L. Rubenstein W. Butler J. Kudrick F. Eltawila T. Su C. Grimes C. Anderson M. Fields R. Mattu S. Fabic J. Wilson T.- Lee S. Hou K. Kiper R. Stark D. Lynch A. Bournia D. Sells j
I. Peltier l
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