ML20040A345

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Advises That Psar,Section 4.3 Is Adequate for Acceptance of PSAR
ML20040A345
Person / Time
Site: Washington Public Power Supply System
Issue date: 06/06/1975
From: Ross D
Office of Nuclear Reactor Regulation
To: Goller K
Office of Nuclear Reactor Regulation
Shared Package
ML111090060 List: ... further results
References
FOIA-80-515, FOIA-80-555 NUDOCS 8201200794
Download: ML20040A345 (1)


Text

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PRELI' ITJ.RY REVIE! OT U/.SHIL"TO1: PUELIC TO'..TR SUrrLY SYSYI2: TUCLTJJL 1

IROJECT UO. 1 rient Names UPTSS Nucicer Projcet ro.1

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Licencing Steser Acceptcnce Ecview Project No.:

482

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Recpencibic Ercach Pi.'R-3

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ced Troject !!cnccert C. Rivenbark Ecquested Co:piction D te August 1, 1973

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Tcchnicc1 Review trccch Involved:

Core Perforcance Erench 1.'.

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Acceptance Ecvicw j

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A prelinincry revica vec perforced for Section 4.3 of the PSAR for the

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Pachington Public rn.cr Supply Systc= Kacicar Project No.1 (UPPSS Nucicar Projcet No.1).

The fceility incorporate: n ELW reactor which is cinilcr t

to the Eclicfonte raclear Picar cr.ccpt for the fuel cic= cat. The UPPSS Uucicar Project No.1 incorporates the ncy B&W liark C fuel cicsent thich O

j has 17 x 17 fuel rods with the UO2 pellets et 94% of theoretical density.

7 The inforcation in Section 4.3 follo a cnd una revicued in cecordcnce,

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cith the guideldnes provided by the currcat vercion of the "Stcndard for=st I

cnd Content of Safety Analycis Ecports," Section 4.3.

The diccuccion of the nucicar design is bricf cnd quite cir-iter in content to other-E&W PSAR's.

It is, concluded that Section 4.3 is cdequetc for ceceptcnce l'.

of the PSAR.

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i D. F. Ross, Chief E,^

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ne dcrigns of the 4S ":tudy" fuel rode plus the 4 orifice red cr.cc.b1fc=

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&. criled in 1:r. /..C. Thice', Duke rover Cerpeny, Ictter to R.CC h:Toeng, I

July 16, 1973, v:re crc =ined for sicilt.rity with the et:.ndtra Oconce II fuel. The caly c,uestf entble vcrict!cn noted v:: a decrecce in cicdd'ug yield strcnnths CL/JDII:3.

PRODUCT SPECIFICATION (0.27. Yic1d Strcneth At Tem.)

St:ndctd 45,033 pei Type 1 19,033 Type 2 23,000 Type 3 38,000 ne fueled type I cicdding rcc r.nclyzed for effcet: of fuci densification.

n e cttif code LUttLE ve: uccd to ecleulcte the predicted tice to crccp colicpec. The input values vere cupplied by DW to con =crvatively reprc ent the c -built dcte. Le cc-built y1cid ctrength of the type 1 cladding is L

23,033 psi rcther then the pecification value of 19,033 pri.

EUCCLE cciculation predict a tice-to-colicpec :. *

, g.I, which is trester thcn the S.E.R. cpproved 7500 EFPl! for the etendsrd fuel.

/.dditional cupport for cpproral is 'that the " study" rods tdt'. contcin fuel-pc11 cts of higher dcncity cod c: aller Icn;ths. The two a:sc=blics to contein.

thcsc "ctudy" rods vill occupy peripheral locctions within the core.

It I:: rccc.ncadcJ the TO.'.". ruppic=:nt Le cpproved.

F. D. 'Coffern, Jr.

Core Tcrfertence Erench~

Directorate of Licensing

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1 B. !!:rdin Eccctor Syrtems Branch Directorcte of Licensing cc:

V. Stello D. Ross T. Novak

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