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 18: Line 18:
=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
{{#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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PDR ADOCK 05000255 II P
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                                                                                                            -OS-
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1 9
_ PALISADES NUCLEAR PLANT ANALYSIS CONTINUATION SHEET Sheet_Ce ____ Rev# _O __
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1 MIClll&A#"S consumers Power NW/EIUM/i
1 4
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_ PALISADES NUCLEAR PLANT ANALYSIS CONTINUATION SHEET EA-sheet
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9 10 11 12 13 14 15 16 17 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 -37 38 PALISADES NUCLEAR PLANT ANALYSIS CONTINUATION SHEET EA- &sect;f-03--3/0-os=
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27 TJ./ f<.d'kPJN{)ITJ( oF 7if nfk:.l::::N~.SS ~INGS IN 28
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4 5
6 7
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10 11 12 13 14 15 16 17 20 21 22 23 24 25 26 27 28 29 30 31 32 33
: 36.
37 38 consumers Power EA-SP-o3Yfc-o:;-
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Form 3650 10-91
Form 3650 10-91
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_PALISADES NUCLEAR PLANT ANALYSIS CONTINUATION SHEET EA-Sheet SP- o3Yfc-o:;-
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10 11 12 13 14 15 16 17 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 37 38
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i>rx.uN.:s~ or-Cl/- 08 z_(p, bit 2 ~ ~  
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16 17 1 s; tALC...  
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Form 3650 10-91
Form 3650 10-91  


PALISADES NUCLEAR PLANT EA-    &#xa3;P- o3J/(t?- o~
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ANALYSIS CONTINUATION SHEET              Sheet/ 2-        Rev;; 0
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Level
THICKNESS MEASUREMENT EXAMINATION REPORT Project No. 2'1t]IS *22 5tJS&                                   Requesting Dept               Sv,  s.~1!:1.     &#xa3;,#b,.
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Job Location     &t.t.cdd&#xa3;s.       ..v"~/.<<AA.   /!(.4.-vr       Total Hours Worked                         ..vf.d.
Date fl.6. -t2.& - r.. 3.
NDT Procedure     A/n/- IJ,.T-Q:J.                           Rev     .5     Ultrasonic Equipment~.elk/o d/NSerial No. ODO Us                                             .Cal Duett-{~ r-l A/f.-d                                         Search Unit   Size/F~equency       *~"       I   .S.. Mt/.:1:.         Serial Number         l 'l.2Qf_
Sheet No. Pl!fr-tl CONSUMERS POWER COM~ANY J#/ ~#ti. &#xa3;t.
Reference Documents                   N'/A.                                     Ultrasonic Couplant         S~A/(2.'TAAc ~       to                     Batch Number       O'f_/..O/f..
Kl~L~
                                      /fl'/~                                       Mechanical Equipment           A//A           Serial No.               .PP/               Cal Due     ~
/3J.~4.A NONDESTRUCTIVE TESTING SERVICES Examiner J'J.
Material Type         /;*1-S.               Joint Design       .AIU                               .,,v(&                                                             ,N/A Nominal Diameter         L' ..               Nominal Thickness '2- 3zs:''       Item ID Number           -It-             System Name         .5Ul.S.         Sub Project Number       ,;V,H Item Type   A~~6 J
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THICKNESS MEASUREMENT Project No.
: c. .*uo       .3]9 .'378 .379 . 'ID'i 0 .377 .377 .3B/, -37'1 . 3'1'1                                                                                                                                             -
2'1t]IS *22 5tJS&
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Requesting Dept Sv s.~1!:1.  
(,     ,3;t; . 'JI)/     . 'l~'I _:JJS .37'1 H ,379 . .'Nl .'1510 ..'l?'r'
&#xa3;,#b,.
EXAMINATION REPORT Job Location &t.t.cdd&#xa3;s.  
..v"~/.<<AA. /!(.4.-vr Total Hours Worked  
..vf.d.
NDT Procedure A/n/- IJ,.T-Q:J.
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.5 Ultrasonic Equipment~.elk/o d/NSerial No. ODO Us  
.Cal Duett-{~ r-l A/f.-d Search Unit Size/F~equency  
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.S.. Mt/.:1:.
Serial Number l 'l.2Qf_..
Reference Documents N'/A.
Ultrasonic Couplant S~A/ (2.'TAAc ~
to Batch Number O'f_/..O/f..  
/fl'/~
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.PP/
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~
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/; 1-S.
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.AIU  
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THICKNESS MEASUREMENT EXAMINATION REPORT CONTINUATION SHEET Project No.     -:J 'I ~.'t 15 -     '"7CtJC~                         1Examination Report Sheet No.           ~di         loate   p' ~17~- ?3             ~age ~ of ~
THICKNESS MEASUREMENT EXAMINATION REPORT CONTINUATION SHEET Project No.  
Thickness Measurements Item Location                       1           2         3           4           5           6   7   8   9     10     11   12   13 14 15 16 17 18 19 20   21
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Examiner~~~+-'-!~~----               _,_~_LL.___       Ui -~ *93                                      ll -\
@)
@)    CONSUMERS POWER COMPANY NONDESTRUCTIVE TESTING SERVICES ::;:::~00 ~~J:;o~I.
CONSUMERS POWER COMPANY NONDESTRUCTIVE TESTING SERVICES SUPPLEMENTARY SKETCH Examiner~~~+-'-!~~----
Level            Date
Level _,_~_LL.___ Date Ui -~
:::::" **tl)'t" Attachment Sheet No)l No   tlM,- DI SUPPLEMENTARY SKETCH Line No. H"B- l~ - llo                           Item TypetNo_i..-1i~<+,....\l/\-~-j,--,e-\.-w_f_M_E_~-~-(-:M_T_"_
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ITEM    OUAN                  BILL OF MATERIALS No.
150* SLIP ON FLANGE HB-23-16' SEE DET. A
PIPE SLEEVE 18" DIA. SCH. 80 IA-106 GR. Bl CUT LATERAL Y 2 PLCS.
<~l 1*-1*
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*
                                                                                                                                                                                  ~
                                                                                                                                                                                  'f
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HB-23-16' NOTES:
TYP. 2 PLCS.
TYP. 2 PLCS.
::SE~ DET. B N
::SE~ DET. B DRILL AND TAP W NPT FOR ITEM *2
                                                              .q-
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I ELEVATION LOOKING WEST SLEEVE WELD EXIST. FILLET WELD DETAIL A DETAIL 8 ITEM OUAN No.
SEE DET. A <~l
BILL OF MATERIALS PIPE SLEEVE 18" DIA. SCH. 80 IA-106 GR. Bl CUT LATERAL Y 2 PLCS.
                                                                                                                                                                        ~ O' N
LEG SIZE INCLUDES GAP BETWEEN SLEEVE AND PIPE 2
DRILL AND                 I TAP W NPT                Q)
PIPE NIPPLE Y,." DIA.X4" LG. SCH. 80.THREADEO 3
FOR ITEM *2             I
THREADED PIPE CAP 1 'DIA.
                                                                                                                                                                        -.. . . . Ct ELEVATION LOOKING WEST                                                                                                                                      :r:J I
NOTES:
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A 06-29 ISSUED FOR REVIEW  
                                                                                                                                                                                  "i'"O
'l3 PER TM-'l3-071 REV.
                                                                                                                                                                                  ~
DATE DESCRIPTION CONSUMERS POWER COMPANY PALISADES NUCLEAR PLANT COVERT, MICHIGAN SERVICE WATER PIPE SLEEVE DETAILS HB-23-16*
                                                                                                                                                                                  ~I SLEEVE WELD 06-29 ISSUED FOR REVIEW A                                                                    JLS
RAWING NUMBE SK-TM-93-071 SK TM70* J.OGN
                                                                                                    'l3 PER TM-'l3-071 REV. DATE                         DESCRIPTION                     BY        CK        APP CONSUMERS             POWER COMPANY PALISADES NUCLEAR PLANT COVERT, MICHIGAN               SK TM70* J.OGN EXIST. FILLET WELD SERVICE WATER PIPE DETAIL A                                    DETAIL 8                                                SLEEVE DETAILS HB-23-16*
~
RAWING NUMBE                                   SHT. NO.     REV.
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@                  CONSUMERS POWER COMPANY NONDESTRUCTIVE TESTING SERVICES Examiner Examiner M.\=. S\P--\<...u.J\ 10 NI f\
M.\\=. S\\P--\\<...u.J\\ 10  
Level Level
'=-' Z-8 Cj ~
                                                                                                                                          - IU,...
Sheet No. OtB-l>Lj Examiner Level IU,...
Date CONSUMERS POWER COMPANY NI f\\
N(l}
N(l}
Date    '=-' Z-8 ~
I C-t'e.ot (M.Q.:i)
NOT Company I     Cj C-t'e.ot (M.Q.:i)
NONDESTRUCTIVE TESTING SERVICES Examiner Level NOT Company THICKNESS MEASUREMENT Project No.
Sheet No. OtB-l>Lj THICKNESS MEASUREMENT                                 Project No.       Z.3~::t:2l5-   z...z.so"i"l                             Requesting Dept         tJ\~1.           MA\I\)\,
Z.3~::t:2l5-z...z.so"i"l Requesting Dept tJ\\~1. MA\\I\\)\\,
EXAMINATION REPORT Job Location -=:re...\;., ... &~-~                                         Total Hours Worked                     NlB NDT Procedure         t'lD\- o\- OL                                     Rev         5       Ultrasonic Equipment i'A-.) 'Z..C.. \)~ -t           Serial No. 0003::lb                     Cal Due   'J. ho\(\~
EXAMINATION REPORT Job Location -=:re...\\;.,... &~-~
                                            ,._aj A                                           Search Unit Size/Frequency       Q.211-         I   "5 .t> M \\.=t.. Serial Number           ijq z. <g5 Reference Documents e.M-o~-o~                           '2~}       'fbg_ w-.~Qi}:l:           Ultrasonic Couplant     'SotJo'~~'C..-         ~1)                       Batch Number O<t \ O\'-\
NlB Total Hours Worked NDT Procedure t'lD\\- o\\- OL Rev 5
  ---*                        :I:Nro           otJL-':t                                       Mechanical Equipment               NIA               Serial No.             ,.\ \ t\             Cal Due       ~le Material Type               C...-?                   Joint Design         ,. , I'\                                                     &#xb5;1~                                               ,J 11&.
Ultrasonic Equipment i'A-.) 'Z..C.. \\)~ -t Serial No. 0003::lb Cal Due 'J. ho\\(\\~  
Nominal Diameter                                     Nominal Thickness         o. ?:>15     Item ID Number           ~le                 System Name SvJ.!>                   Sub Project Number           11:3
,._aj A Search Unit Size/Frequency Q.211-I "5. t> M \\\\.=t..
                        ,, I'-                                                                                                        11 Item Type         t(.     ""=?,?~ ~..>tJ -:Dow~ ~:It"Z-~M.                                   Line Number       tlD * 'Z.~ -   }L                             ISO/Drawing No.       iv\-z.oc;s     ~~,,
Serial Number ijq z. <g5 Reference Documents e.M-o~-o~ '2~}  
                                                                                                                                                                                                                ~~
'fbg_ w-.~Qi}:l:
or-       C..~ - O"a~b                                                                                                                                                 \?e.I(   z. t Item t=LOW .....                                           Thickness Measurements         A\\ ~t>\~(.~             \~ ~ooo           \tJ(J\
Ultrasonic Couplant  
Location                       1         2         3       4           5       6       7       8     9       10     11     12       13     14     15   16         17     18     19       20     21 A       l.'2...1   ~18       ~'11   ~10       ~l'Z... 3-1\   "3<-\   3c..5   ~r.5   3,-3 310 315"
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PALISADES NUCLEAR PLANT
ro EA-SP-03316-0~
_{ EA-SP-03316-03 IS CONTINUATION SHEET f2_ Sheet 10 Rev# 0-----..--.
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5.3 Wall thinning approach:
5.3 Wall thinning approach:
a) Minimum measured thickness tmeas =0.141 b) Predicted pipe thickness in the next 18 month period
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.
.- 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 = - - - - - - -
1.l 2S*t nom - t meas rate =-------
20 rate =0.014       inch per year
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.
- 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.
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:
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* - -
D _ t) 2 Z(t) :=n* -
( 2 t) 2
2
                                            *t
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PALISADES NUCLEAR PLANT                       EA-SP-03316-03
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;
-ANALYSIS CONTINUATION SHEET Rev#OO A TT'A~e-NT (o TC> 6 A-SP---O:S.S/(o -
::s/-1 7- or:-Z
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.
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)  
z orig s(t) .= s l r - -                   Sall = 15000 Z(t)
- 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.
Solve fort with an initial guess                 t =0.01 t min =root( s(t) - Sall' t)               t min =0.022
z orig s(t).= s l r--
              - Minimum thickness required to meet Eq. 128 stress limit.
Z(t)
Z orig s(t) := s 12B"--                         Sall := 18000 Z(t)
Solve fort with an initial guess t min =root( s(t) - Sall' t)
Solve fort t min:= root( s(t) - Sall'   t)             t min =0.045
Sall = 15000 t =0.01 t min =0.022  
            - Minimum thickness required to meet Eq. 120 stress limit.
- Minimum thickness required to meet Eq. 128 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}}
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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.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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