ML19354E750
| ML19354E750 | |
| Person / Time | |
|---|---|
| Site: | Fort Calhoun  |
| Issue date: | 01/23/1990 |
| From: | Morris K OMAHA PUBLIC POWER DISTRICT |
| To: | NRC OFFICE OF INFORMATION RESOURCES MANAGEMENT (IRM) |
| References | |
| LIC-90-0051, LIC-90-51, NUDOCS 9002010291 | |
| Download: ML19354E750 (29) | |
Text
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1 I )
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Omaha Public Power District i 1623 Hamey Omaha. Nebraska 68102 2247 ;
402/536 4000 ,
i January 23, 1990 :
LIC-90 0051 i 4
i U. S. Nuclear Regulatory Commission !
! Attn: Document Control Desk ;
- Mail Station P1-137 i Washington, DC 20555
Reference:
Docket No. 50-285 Gentlemen:
i
SUBJECT:
Calculations for HCV-1387B and HCV-1388B Valve Operators il l Pursuant to an NRC request on December 7,1989, please find attached an :
- Executive Summary and selected pages of detailed stress analyses relating to .!
valve operators HCV-13878 and HCV-1388B. This supplements information !
previously provided to the NRC Senior Resident inspector for Fort Calhoun :
Station in response to a concern regarding the supports for these operators. ,
If you have any further questions, please contact me.
Sincerely,
- M K. J. Morris WhM ;
i
/ Division Manager ;
Nuclear Operations -
KJM/pje Attachments '
c: LeBoeuf, Lamb, Leiby & MacRae R. D. Martin, NRC Regional Administrator, Region IV A. Bournia, NRC Project Manager P. H. Harrell, NRC Senior Resident inspector /I fg-0 17 j882 A8834 388!,g %>
PbC iS 1 :
l ATTACHMENT A i
EXECUTIVE SupMARY The NRC Resident Inspector observed that while th'e piping configurations for ,
the two blowdown lines are similar, the valve operators on these subsystems are '
supported differently. The operator on HCV-13878 (FW409A) has a support, while ,
the operator for HCV-1388B (FW4098) does not have a support. q The task of designing a restraint system for a particular pipe routing has many solutions. A " solution" is appropriate so long as the applicable code equations meet the governing allowables. This axiom applies to the subject.
piping systems which although similar in routing, are restrained differently. -
t for the safety related subsystems such as FW409A and FW4098, this " solution" is confirmed with detailed stress analyses. The stress summaries of these analyses are included in Attachment B, and the following table identifies the highest system code stresses FW409A DWG D-4242 FW4098 DWG D-4243 USAR ,
Eauntion E Code Stress (PSI) E Code Stress (PSI) Allowables (PSI) l 8 (Sustained) C08 8,149 A73 4,562 15,000 ,
10 (Expansion) 47 9,072 71 15,763 22,500 11 (Sust + Exp) 008 16,993 70 19,021 37,500 I 9V (OBE) 10 14,335 A73 10,963 18,000 !
9E (DBE) 10 20,448 B73 20,998 31,914 ,
Our B31.7,standard
" Nuclearfor calculatin!"
Power codeIssue; Pipin Draft stresses, 1968,asanddefined in the" USAR, USAS B31.1, Power is USAS Piping", 1967. The summaries included in Attachment B were prepared as a response to IE Bulletin 79-14, and were postprocessed'to ASME Section III, 1974. A review of the stress summaries shows that the code stressas are within the USAR piping allowables. 3 I
i ATTACHMENT B !
r
- STRESS SLN % RIES rnoM
SUBSYSTEM FW409A AND FW4098 Calc FC03100, FW409A 17 Pages [
Calc FC03101, FW409B 9 Pages ,
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