ML18058B898: Difference between revisions

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| number = ML18058B898
| number = ML18058B898
| issue date = 07/01/1993
| issue date = 07/01/1993
| title = Temporary Non-Code Repair for Pipe Leak/Wall Thinning Downstream of Cv 0826,SWS,Line HB-23-16.
| title = Temporary Non-Code Repair for Pipe Leak/Wall Thinning Downstream of Cv 0826,SWS,Line HB-23-16
| author name = Rogers B
| author name = Rogers B
| author affiliation = CONSUMERS ENERGY CO. (FORMERLY CONSUMERS POWER CO.),
| author affiliation = CONSUMERS ENERGY CO. (FORMERLY CONSUMERS POWER CO.),
Line 17: Line 17:


=Text=
=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 0 PDR ADOCK 05000255 II . P . PDR EA-PALISADES NUCLEAR PLANT ENGINEERING ANALYSIS COVER SHEET rotalNumberotsheets "l,(/;) Title No!'.JL -
{{#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
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CONSUMERS POWER COMPANY NONDESTRUCTIVE TESTING SERVICES SUPPLEMENTARY SKETCH Examiner~~~+-'-!~~----
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150* SLIP ON FLANGE HB-23-16' SEE DET. A  
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I ELEVATION LOOKING WEST SLEEVE WELD EXIST. FILLET WELD DETAIL A DETAIL 8 ITEM OUAN No.
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LEG SIZE INCLUDES GAP BETWEEN SLEEVE AND PIPE 2
PIPE NIPPLE Y,." DIA.X4" LG. SCH. 80.THREADEO 3
THREADED PIPE CAP 1 'DIA.
NOTES:
A 06-29 ISSUED FOR REVIEW
'l3 PER TM-'l3-071 REV.
DATE DESCRIPTION CONSUMERS POWER COMPANY PALISADES NUCLEAR PLANT COVERT, MICHIGAN SERVICE WATER PIPE SLEEVE DETAILS HB-23-16*
RAWING NUMBE SK-TM-93-071 SK TM70* J.OGN
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PALISADES NUCLEAR PLANT _{ EA-SP-03316-03 IS CONTINUATION SHEET f2_ Sheet 10 Rev# 0-----..--.
I I
ro  
f  
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,-z.. I I I t.:\\
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.
I ul  
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 _ t)2 Z(t) :=n* *t
\\-
* PALISADES NUCLEAR PLANT EA-SP-03316-03 -ANALYSIS CONTINUATION SHEET Rev#OO :::;;;--A (o TC> 6 A-SP---O:S.S/(o  
l j  
-0*5"&deg; ::s/-1 7-or:-Z --.... ____../ As analysed stresses based on the original section modulus (Ref. 7.3) s 11 : = 926 s 12 B =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 Z(t) Solve fort with an initial guess t min =root( s(t) -Sall' t) Sall = 15000 t =0.01 t min =0.022 -Minimum thickness required to meet Eq. 128 stress limit. Solve fort Z orig s(t) := s 12Z(t) t min:= root( s(t) -Sall' t) Sall := 18000 t min =0.045 -Minimum thickness required to meet Eq. 120 stress limit. Solve fort Z orig s(t) = s 12D" Z(t) S all . = 36000 t min =0.036 Therefore, the Code minimum pipe thickness is governed by the pressure hoop stress t min.:= 0.053}}
'2 1-l  
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Rev5'9~
 
PALISADES NUCLEAR PLANT
_{ EA-SP-03316-03 IS CONTINUATION SHEET f2_ Sheet 10 Rev# 0-----..--.
ro EA-SP-03316-0~
&JI /DF2  
--~--~----------.......~;__:..__:
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 _ t) 2 Z(t) :=n* -
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"&deg;
::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--
Z(t)
Solve fort with an initial guess t min =root( s(t) - Sall' t)
Sall = 15000 t =0.01 t min =0.022  
- Minimum thickness required to meet Eq. 128 stress limit.
Solve fort Z orig s(t) := s 12B"--
Z(t) t min:= root( s(t) - Sall' t)
Sall := 18000 t min =0.045  
- Minimum thickness required to meet Eq. 120 stress limit.
Solve fort Z orig s(t) = s 12D" Z(t)
S all. = 36000 t min =0.036 Therefore, the Code minimum pipe thickness is governed by the pressure hoop stress t min.:= 0.053}}

Latest revision as of 07:55, 6 January 2025

Temporary Non-Code Repair for Pipe Leak/Wall Thinning Downstream of Cv 0826,SWS,Line HB-23-16
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)
v • d • e


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 0 PDR ADOCK 05000255 II P PDR

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THICKNESS MEASUREMENT EXAMINATION REPORT CONTINUATION SHEET Project No..:< '/9 3 IS ~:<.5 OS 6 lExamination Report Sheet No. if~w - o.:J.., loate 5 - ~6 - ?...3 ~age.,:1... of ;:J... Item Thickness Measurements Location 1 2 3 4 5 6 7 B 9 10 11 12 13 14 15 16 17 18 19 20 21 H.25'- .~l.o.:i...s 0.:i..3.5 *.28C Ali;, Al ,J81.:v:i.., 33'1 '~.5.5,J'l&J,..; ;,. tJ .3:l7,.31 'I Alfa ,.188 N~ Al~ I',3'1'J.38fl,373,37g.1"1"1 N/A,;/A /J,j'}7.386 '3fll,.163.37.5,.39'1,,.J~ ~ '3'11.,JK5,377.38o..31.2,,vj,. ;;/,q . C:: dB.5.3BB.371.36'1.351.398 *.187 r .JtB.JBD,J75,370 '391,3 93.31./I. LI. .31'1.31.'t.3'1~ v.3B:1..3g6 *. l/o3 h.),3,7 /D 'iJ * '/D:J.. x,.J'1'/,391. '3'J'I y .~.o.31/..3't I )>t:Jf;A!)/\\J ST7llAl"I.F '/ lfAl(J £ ) C:-~o;'of ~v. ~g:i.J. Al~n (/}.r.... ~~~ 1Ah ~ ',, ~t.. i.s'Jt( i.lf IS" lt.UI 'r:J1£ W.£Al,,;v~~ c~' LJ>,, lJ.,.,.- IS£ 177'K. Al b~ lro t..u.-e..-: [A~& /',. ~;z,;7 r-.'oAJ .I°.J., Co ~A!DS, 1.4,,, lJ ~,*A} (r_ e>Al / Rev9192

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.q-N I ('") N I Q) I ELEVATION LOOKING WEST SLEEVE WELD EXIST. FILLET WELD DETAIL A DETAIL 8 ITEM OUAN No. BILL OF MATERIALS PIPE SLEEVE 18" DIA. SCH. 80 IA-106 GR. Bl CUT LATERAL Y 2 PLCS. LEG SIZE INCLUDES GAP BETWEEN SLEEVE AND PIPE 2 PIPE NIPPLE Y,." DIA.X4" LG. SCH. 80.THREADEO 3 THREADED PIPE CAP 1 'DIA. NOTES: A 06-29 ISSUED FOR REVIEW 'l3 PER TM-'l3-071 REV. DATE DESCRIPTION CONSUMERS POWER COMPANY PALISADES NUCLEAR PLANT COVERT, MICHIGAN SERVICE WATER PIPE SLEEVE DETAILS HB-23-16* RAWING NUMBE SK-TM-93-071 SK TM70* J.OGN ~ 'f ~ ~t '.:t: ~ ~ O' -........ Ct

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OS-) Examiner M * \\-* S-leawi t0 Pro1ectNo. 't"?C\\3l?- Z'Z.8o5l Level---:SU::-- Date Cc, 1-z.elG? Attachment Sheet No fl{~ -oy Examination Report Sheet No Mf~ -C>c.\\ @) CONSUMERS POWER COMPANY NONDESTRUCTIVE TESTING SERVICES SUPPLEMENTARY SKETCH Job Location '.:=?Al-\\ 'SA OE:.~ { C-c.....w -e.ooM. WOIMO No. t.l I A .\\a.._ '7"2..-\\(.." Line No. __ n"'-'-"v:;_._:i...:c_.=;......-J...;__ __________ ltemlype/No l'- 11 11Vf:.. ti.0.J l).,.. h.)~'t@~~ ,.--..c:. c..\\I - O~-Z..b 1 fLO<...J ~o~c .. ;t\\ou._ -:ti i Mr'i O. -z..50 1l>..)c:,\\\\~ f-~ --<o~ Or Flct-~ f: l~ct-w~..\\c9-__ I I f ,-z.. I I I t.:\\ I ul \\- l j '2 1-l \\..,oo~,N<..'"' I 1>owf-l7t'2t:A-"} Rev5'9~

PALISADES NUCLEAR PLANT _{ EA-SP-03316-03 IS CONTINUATION SHEET f2_ Sheet 10 Rev# 0-----..--. ro EA-SP-03316-0~ &JI /DF2 --~--~----------.......~;__:..__: 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 _ t) 2 Z(t) :=n* - 2

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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"°

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____../ 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-- Z(t) Solve fort with an initial guess t min =root( s(t) - Sall' t) Sall = 15000 t =0.01 t min =0.022 - Minimum thickness required to meet Eq. 128 stress limit. Solve fort Z orig s(t) := s 12B"-- Z(t) t min:= root( s(t) - Sall' t) Sall := 18000 t min =0.045 - Minimum thickness required to meet Eq. 120 stress limit. Solve fort Z orig s(t) = s 12D" Z(t) S all. = 36000 t min =0.036 Therefore, the Code minimum pipe thickness is governed by the pressure hoop stress t min.:= 0.053}}

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