ML18058B898: Difference between revisions
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PALISADES NUCLEAR PLANT EA-SP-03316-03 | PALISADES NUCLEAR PLANT EA-SP-03316-03 | ||
-ANALYSIS CONTINUATION SHEET Rev#OO | -ANALYSIS CONTINUATION SHEET Rev#OO A TT'A~e-NT (o TC> 6 A-SP---O:S.S/(o - 0*5"° | ||
A TT'A~e-NT (o TC> 6 A-SP---O:S.S/(o - 0*5"° | |||
::s/-1 7- or:-Z | ::s/-1 7- or:-Z | ||
--.... ____../ | --.... ____../ | ||
Revision as of 14:47, 23 February 2020
| ML18058B898 | |
| Person / Time | |
|---|---|
| Site: | Palisades  |
| Issue date: | 07/01/1993 |
| From: | Bill Rogers CONSUMERS ENERGY CO. (FORMERLY CONSUMERS POWER CO.) |
| To: | |
| Shared Package | |
| ML18058B895 | List: |
| References | |
| EA-SP-03316-05, EA-SP-03316-05-R00, EA-SP-3316-5, EA-SP-3316-5-R, NUDOCS 9307060318 | |
| Download: ML18058B898 (25) | |
Text
{{#Wiki_filter:ATTACHMENT 2 Consumers Power Company Pali sades Pl ant Docket 50-255 PROPOSED TEMPORARY NON-CODE REPAIRS EA-SP-03316-05, TEMPORARY NON-CODE REPAIR FOR PIPE LEAK/WALL THINNING DOWNSTREAM OF CV-0826, SERVICE WATER SYSTEM, LINE HB-23-16" July 2, 1993 ( 9307060318 930701 PDR ADOCK 05000255 P . PDR 0II .
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ITEM OUAN BILL OF MATERIALS No. PIPE SLEEVE 18" DIA. SCH. 80 IA-106 GR. Bl CUT LATERAL Y 2 PLCS. LEG SIZE INCLUDES GAP 2 PIPE NIPPLE Y,." DIA.X4" LG. SCH. 80.THREADEO 150* SLIP ON FLANGE BETWEEN SLEEVE AND PIPE 3 THREADED PIPE CAP 1 'DIA. 1*-1*
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5.3 Wall thinning approach: a) Minimum measured thickness tmeas =0.141 b) Predicted pipe thickness in the next 18 month period
.- The average wear rate in the pass 20 years of operation based on the max and min measured thickness.
1.l 2S*t nom - t meas rate = - - - - - - - 20 rate =0.014 inch per year
- The predicted pipe thickness based on the average wear rate for the next 18 month period 18 tp :=tmeas- -*(rate) 12 tp =0.12 tp is greater than 0.3*tnom =0.113 inch, therefore tp meet the requirement 3410 of Code Case N-480.
c) Minimum pipe wall thickness required per the Code Case N-480 c.1) Minimum pipewall thickness required for hoop stress. See Section 5.2 (a) of this calculation tmin =0.053 c.2) Minimum thickness required for axial stress to meet the Code stress limits Section modulus for thin wall pipe: D_ Z(t) :=n* - - ( 2 t) 2
*t
PALISADES NUCLEAR PLANT EA-SP-03316-03
-ANALYSIS CONTINUATION SHEET Rev#OO A TT'A~e-NT (o TC> 6 A-SP---O:S.S/(o - 0*5"°
- s/-1 7- or:-Z
--.... ____../
As analysed stresses based on the original section modulus (Ref. 7.3) s 11 : = 926 s 12B =2242 s l 2D := s 11 + 2. ( s l 2B - s 11)
- Minimum thickness required to meet Eq. 11 stress limit Stress as a function oft calculated from the ratio of the original section modulus and the reduced thickness section modulus.
z orig s(t) .= s l r - - Sall = 15000 Z(t) Solve fort with an initial guess t =0.01 t min =root( s(t) - Sall' t) t min =0.022
- Minimum thickness required to meet Eq. 128 stress limit.
Z orig s(t) := s 12B"-- Sall := 18000 Z(t) Solve fort t min:= root( s(t) - Sall' t) t min =0.045
- Minimum thickness required to meet Eq. 120 stress limit.
Z orig s(t) = s 12D" Z(t) S all .=36000 Solve fort t min =0.036 Therefore, the Code minimum pipe thickness is governed by the pressure hoop stress t min.:= 0.053}}