ML17299A727
| ML17299A727 | |
| Person / Time | |
|---|---|
| Site: | Palo Verde |
| Issue date: | 11/06/1985 |
| From: | Van Brunt E ARIZONA PUBLIC SERVICE CO. (FORMERLY ARIZONA NUCLEAR |
| To: | Knighton G Office of Nuclear Reactor Regulation |
| References | |
| ANPP-33943-EEVB, TAC-60510, NUDOCS 8511110095 | |
| Download: ML17299A727 (18) | |
Text
REGULATO INFORMATION DISTRIBUTION
'EM (RInS)
ACCESSION NBR: 8511110095 DOC o DATE: 85/1-1/Ob NOTARIZED!
NO DOCKET FACIL:STN-50-528 Palo, Verde Nuclear Stationp Unit ir Ar )zona Publ:i 05000528 STN-50 529 Palo Verde Nuclear-Station< Unit 2i Ar)zona Publl 05000529 STN 50-530 Palo Verde Nuclear-Station~ 'Unit >>3~ Arizona Publi 05000530 AUTH BYNAME AUTHOR AFFILIATION VAN BRUNT~E,E ~
Arizona Nuclear Power Project (formerly 'Arizona Public Serv RECIPINAME RECIPIENT AFFILIATION KNIGHTONiG~ N ~
Office of Nuclear Reactor Regulationr Director (pre-851125)
I SUBJECT!'orwards clarification of Section 0 ~ ig "Structur al Analysis-of Spray Pond Piping Sys" in response:
to 85100$ request.
Clarification addresses weld cor rosion"evaluation 8 provides supporting calculations, DISTRIBUT~ION CODE:
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PHOENIX, ARIZONA85072-2034 November 6, 1985 ANPP-33943 EEVB/PGN Director of Nuclear Reactor Regulation Attention: Mr.. George M. Knighton, Project Director PMR Project Directorate III7 Division of Pressurized Mater Reactor Licensing B
U.'S. Nuclear Regulatory Commission Mashington, D.C.
20555
Subject:
Palo Verde Nuclear Generating Station (PVNGS)
Units 1, 2, and 3
Docket Nos.
STN-50-528 (License NPF-41)/529/530 Clarification of Structural Analysis for Spray Pond Piping File: 85-056-026 G.1.01.10
References:
(1) Letter from E. E.
Van 'Brunt, Jr.
(APS) to G.
M. Knighton (NRC) dated, April 3, 1985, ANPP-32303,
Subject:
'Esse'ntial Spray Pond Corrosion.
(2) Telecon between i~fanny Licitra'(NRC), Peggy Nelson (PAS),
and Doug Freeland (Bechtel) dated October 3, 1985,
Subject:
Structural Analysis for Spray Pond Piping.
Dear Mr. Knighton:
The reference 1 letter transmitted an evaluation of spray pond weld corrosion at PVNGS.
The reference 2 telecon requested clarification for section 4.1 of the evaluation, which addressed the structural analysis of the (spray pond) piping system.
Attached please find the requested clarification to section 4.1 of the spray pond weld corrosion evaluation, as well as the supporting calculations.
If you have any questions or require additional information, please contact Hr. M. F. Quinn of my staff.
I Very truly yours, ZZV~~/~Ig EEVB/MFQ/PGN/bg Attachment cc: E. A. Licitra H. C. Ley R. P.
Zimmerman A. C. Gehr E. E.
Van Brunt, Jr.
Executive Vice President Project Director as~filoo9s asaios
- Boca Osooosas P
PDR g,ok (i
STRUCTURAL ANALYSIS OF THE SPRAY POND PIPING SYSTEN Evaluation for corrosion of submerged essential spray pond piping required development of an analytical model.
The approach taken was to determine what minimum cross sectional pipe weld area is required to meet the design requirements.
Two conditions were considered.
One was uniform degradation (thinning) of the pipe weld to establish what uniform circumferential weld thickness is required.
The other was total penetration of the pipe weld by through wall pits.
For this, a conservative model of four equally spaced pipe weld se'gments of minimum fabricated pipe wall thickness was assumed to determine the circumferential length of integral weld required.
For both
- cases, the highest total piping loads (including those for a seismic event) were taken from the original system design calculation for each size of pipe and were applied to the reduced pipe weld cross section.
ASNE Code Section III equations, including appropriate stress intensification factors, were used to work backwards from the allowable stresses to obtain the required pipe weld sections.
The results are shown in the attached calculation section.
The most critical case is for the 14 inch diameter pipe where a uniform weld thickness of 0.206 inch is required, or a conservative intermittent weld length (total of four segments) of,35.12 inches is required.
This represents a 34K reduction from nominal wall thickness or a 20K reduction of total circum-ferential weld lenc th, respectively.
The reference 1 letter recorded a 40K allowable reduction from the nominal wall thickness based on preliminary calculations.
Subsequently, radiographic weld examinations revealed 108 indications for a 14 inch diameter pipe weld.
For evaluation purposes, it was conservatively assumed that all indications became 1/8 inch diameter through wall pits-.
TEis 30X loss of circumferential weld length was greater than'hat allowed from the initial conservative analysis.
Thus, the pipe was reevaluated for the assumed reduced section.
This time the resulting stress was determined for the highest combined loads from the original design analysis.
For the purposes of analysis, stress concentration factors around the holes were excluded because (1) the conservative assumptions used for establishing the reduced sections were considered compensating, (2) the evaluation already included component stress intensification factors, and (3) the material in the assumed section was symetrically distributed around the circumference.
TEe resulting stress is less than that allowed by ASNE Code.
The 24 inch diameter pipe was similarly evaluated for its maximum number of radiographic indications and was found to be less critical.
The remaining pipe sizes were judged acceptable by comparison.
The existing pipe condition is a combination of intermittent pipe wall thick-ness deteriorations and through wall pitting.
The majority of the radio-graphic indications showed negligible deterioration of the pipe wall.
The limited number of through wall pits were mostly pinhole type (1/32 inch or smaller).
The pipe is not expected
=to ever achieve a condition equal to any of the conditions evaluated above. It is concluded, therefore, that the essential spray, pond piping is 'structurally capable of performing its intended function.
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