ML20039B779
| ML20039B779 | |
| Person / Time | |
|---|---|
| Site: | Midland |
| Issue date: | 11/30/1981 |
| From: | Ritter T, Whiting A SOUTHWEST RESEARCH INSTITUTE |
| To: | |
| Shared Package | |
| ML20039B761 | List: |
| References | |
| NUDOCS 8112230547 | |
| Download: ML20039B779 (92) | |
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Midland Project 1'
Purchase Order No..CP10-4762 b ~q'
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.i, r SwRI Project 17-6542.
Report No. 2 l
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Consumers Power Company
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1945 West Parnall Road
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Jackson, Michigan 49201
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Quality Assurance Systems and Engineering Division e
Southwest Research Institute
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November 1981
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PIPE PROFILZ hEASUREMENTS AT MIDI.AND
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Consumers Power Company Midland Project Purchase Order No. CP10-4762 SwRI Project 17-6542 Report No. 2 Prepared for Consumers Power Company 1945 West Parnall Road Jackson, Michigan 49201 Prepared by Quality Assurance Systems and Engineering Division Southwest Research Institute November 1981 Written by Approved by M A-Thomas E. Ritter Project Manager Allen R. Whiting Executive Director Mechanical Engineering e-m.
TABLE OF C0!rrENTS Page e
A.
DirRODUCTION.........................
1 3.
PIPES PROFII2D......
1 C.
ELEVATION PROFILE MEASUR.TrrS................
1 D.
PIPE OUT-OF-ROUNDNESS MEASUREMENTS..............
2 E.
SUMMARY
2 APPENDICES A.
Pipe Data Point Locations 3.
Pipe Calibration and Elevation Data Records C.
Pipe Calibration and Out-of-Roundness Data Records D.
Tabulation of Percent Ovainess Calculations E.
Operating Procedure for Pipe Out-of-Roundness Measurements n
O
_ m PIPE PROFILE MEASUluGRITS AT MIDLAND A.
Introduction This is the second report on measurements of pipe elevation profiles at Midland Units 1 and 2 which took place from September 12 through 16, 1981.
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During this trip, the pipes were also measured for out of-roundness with an instrument developed at Southwest Research Institute (SwRI). This instrument i
measures the maxinua and minimum diameter of the pipe at selected points within the pipe. In this case, out-of-roundness measurments were made at each point where elevation measurements were taken. An operating procedure for the pipe out-of-roundness seasurement is _ included as Appendix E.
The operating proce-dure for pipe elevatiot. profiles was included in Appendix C of Report No.1.
B.
Pipes Profiled Four pipes were measured to determine their elevation and out-of-roundness profiles. These pipes are shown on SwRI drawing D-6224-065 and Bechtel Yard Pipe Plan drawing M-167(Q) and are identified by the following numbers:
(1) 26" - OBC - 19 (2) 26" - CB C - 20 (3) 36" - OB C - 19 (4) 36" - OBC - 20 Four pipes previously measured for a'levation profiles only and reported in Report No. I were measured for out-of-roundness. These pipes are 26-CHBC-55 and -56 and 26-2JBD-1 and -2.
The results of these measurements are repcrted
- under separate cover as an Addendum to Report No. 1.
The 26" pipes are interconnected with the 36" pipes through a reducer coupling. The pipes were entered at an opening created by removing a section of the pipe. The pipes were uncoverd by digging a pit due East of the Auxil-iary building. The four coordi:stes of the pit are north side S4673, south side S4703, vest side E548 and east side E575. The datun (zero elevation) was selected at the point of entry to each pipe. The elevation measurenents nade at each point through the entire length of the pipe are compared to the datum.
A sketch of the pit identifying the datum point for each pipe and information identifying each pipe segment is included in Appendix A.
C.
Elevation Profile Measurements The data sheets for both calibration and pipe profile seasurements are l
included in Appendix 3.
The pipe profiles are shown on the graph in Figure 1.
Note that all four pipes are shown on the same graph and change in elevation is directly related to the datum (zero elevation) point selected for each pipe.
Also shown on the lower portion of the graph is the percent ovainess of the pipes at each elevation data point.
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D.
Pipe Out-of-Roundness Measurements The data sheets for the pipe out-of-roundness measurements are included as Appendix C.
A tabulation of the calculated values of percent ovainess are included as Appendix D.
The percent ovainess is shown on the graph in Fig-ure 1.
The percent ovainess is determined by performing the following calcula-tion at each data point:
% ovainess = Max Pipe I.D. - Min. Pipe I.D.
x 100 Average Pipe I.D.
The maximum and minimum pipe diameters are measured values.- The average pipe diameter is the nominal pipe 0.D. minus 2-times the pipe wall thickness (or nominal pipe I.D.).
The instrument used to measure the maxim:=. erd minimum pipe diameters is described in the operating procedure for pipe out-of-roundness measurements in Appendix E.
E.
Sammary Both pipe elevation and out-of-roundness measurements were made. The results of the measurements are shown on the graph in Figure 1.
There were no equipment-oriented problems encountered during the performance of these sea-surements. The equipment was designed to provide accuracies of i 1/16-inch (1.59 mm) or better for pipe elevations and 1 mm (0.040 inch) for out-of-roundness measurements. These specifications represents the ultimate attain-able accuracies. The actual accuracy of pipe measurements would be dependent upon the cleanliness of the pipe where the measurements were taken. Although the pipes were cleaned, there were some areas where rust scale was present. In those instances where the accuracy could have been influenced by the condition of the pipe, a note was added in the remarks column of the data record sheet indicating the interference.
Approximacaly 1260 feet of pipe were measured for elevation profiles and 2111 feet for out-of-roundness. These measurements and the data taken during the first trip characterize approximately 40 percent of the total-buried 26-inch pipe at the Midland site. Future visits are planned to obtain measure-ments of the remaining pipes.
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APPENDLT A P M DATA poi 2*T LOCATIgyg 1
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g C E T4//_ S PIPELIMES 26-OHBC-/9 AMD 26-OHBC-20
. DATUM PCIMT LOC 6TIOM
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70 ABCD 2012" PIPELIN ES 1
71 ABCO 20 2*
26/36-QHSC 19 &
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72 ABCD20*(
26/36-OHB C-20 ICaA8CD '9'-4*
73 ABCD 20' 2"
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k 113 ABCD li 7-114 ABCD 20'-iL2*
79A8CD 19'-2 !/2*
ll5ABCD 1910*
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k 116 ABCD 262VZ" 81 ABCD 20 2" 1
g 117ABCD 20 2 82ABCD2D 2*
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1 Il8 ABCDl9 6*
83 ABCD1310lA" 1
119 ABCD 2d4 V2" 84A8CD 20 i" k
1 I20ABCD 19 8*
N f33g('I0 YCD 5'-2"
-i (9O' ELL)iz5AgCggg, 125 ABCD 20'2 v2-86 ABCD 19* 7" 126 ABCD 20 2= ~
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128 ABCD 262*
89ABCD 18 21/2" 1
90A8CD 13' l V2" 129 A8CD 20 lia
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132 ABCD 20'V2" 93 A8CD 1810 V2" 1
133 A8C 2'(45' ELL)
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94 ASC 2*-O" (45' ELL) 95 ABCD 261 t/2" 1
134 ABCD 20 2" 1
l 96 ABCD 19-9 t/2" 135 ABCD 2d-f' j
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136 ABCD 20 2" 1
98 ABCD 20*-2Vl*
1 137 ABCD 16 2 V2" 99 ABCD 20* 2 V2" 138 ASCD 2diV2*
f00A8CD 2621/2" 139 ABCD 20*-1 V2"
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104 ABCD 2D t, i
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I44 ABCD igga IC6 ASCD 11'-2 V2' I45ABCD3,1 (,
107 ABCD 2 9" 7
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PIPE 26-OHBC-19 and 36-OHBC-19 Section Item Pipe Length Sections Length Remarks 108 Pipe 19'-4"
.ABCD 6'-5" At Auxiliary Building 109 Pipe 20'-1" ABCD 6'-8" 110 Pipe 20'-2" ABCD 6'-8 "
111 Pipe 20'-1" ABCD 6'-8" 112 Pipe 2'-6" ABCD.
O'-10" Opening Between 112 and 113 113 Pipe 11'-7" ABCD 3'-10" 114 Pipe 20'-lh" ABCD 6'-8h".
115 Pipe 19'-10" ABCD 6'-7" 116 Pipe 20'-2h" ABCD 6'-9" 117 Pipe 20'-2" ABCD 6'-8 "
118 Pipe 19'-6" ABCD 6'-6" 119 Pipe 20'-2h" ABCD 6'-9" 120 Pipe 19'-8" ABCD 6'-7" 121 Pipe 6'-6h" ABCD 2'-2" 122 Pipe 20'-1" ABCD 6'-8" 1 23 90* ELL 5'-3h" ABCD l'-9" 124 Pipe
.20'-0" ABCD 6'-8" 125 Pipe 20'-2i" ABCD 6'-9" 126 Pipe 20'-2" ABCD 6'-8
- 127.
Pipe 18'-0" ABCD 6'-0" 128 Pipe 20'-2" ABCD 6'-8 "
129 Pipe 20'-lh" ABCD 6'-8h" 130 Pipe 20'-2" ABCD 6'-8h" 131 Pipe 2'-7h" ABCD O'-10 "
132 Pipe-20' ABCD 6'-8" 133 45' ELL 2'-0" ABC l'-0" 134 Pipe 20'-2" ABCD 6'-8h" 135 Pipe 20'-2" ABCD 6'-8 "
136 Pipe 20'-2" ABCD 6'-8
- 137 Pipe' 16'-2h" ABCD 5'-5" 138 Pipe 20'-l "
ABCD 6'-8h" 139 Pipe 20'-lh" ABCD 6 '-8 h" End of 26-OHBC-19 140 Reducer l'-1" ABC
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- 36" to 26" Reducer 141 Pipe 4'-7h" ABCD l'-6h" Start 36-OHBC-19 142 Pipe 20'-h" BACD 6'-8" 143 Pipe 20'-1" ABCD 6'-8" 144
' Pipe 19'-9" ABCD 6'-7" 145 Pipe 3'-7%"
ABCD l'-2h" 146 Pipe 2'-0" ABC l'-0" At Service Water Pump Structure W
PIPE 26-OHBC-20 AND 36-OHBC-20 l
Section Item Pipe Length Sections Length Remarks 70 Pipe 20'-2" ABCD 6'-8h" At Auxiliary Building 71 Pipe 20'-2" ABCD 6'-8 "
72 Pipe 20'-2" ABCD 6 '-8 h" 73 Pipe 20'-2" ABCD 6'-8 "
74 Pipe 5'-1" ABC 2'-6k" Opening Between 74 and 75 75 Pipe 10'-0" ABCD 3'-4" 76 Pipe 20'-1" ABCD 6'-8" 77 Pipe 20'-2" ABCD 6'-8h" 78 Pipe 20'-2" ABCD 6'-Sh 79 Pipe 19'-2h" ABCD 6'-5" 80 Pipe 20'-h" ABCD 6'-8" 81 Pipe 20'-2" ABCD 6'-8 "
82 Pipe 20'-2" ABCD 6'-8 "
83 Pipe 13'-10 "
ABCD 4'-7h" 84 Pipe 20'-1" ABCD 6'-8" 85 90* ELL 5'-2" ABCD l'-9" r
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86 Pipe 19'-7" ABCD 6'-6" 87 Pipe 20'-0" ABCD 6'-8" 88 Pipe 20'lh" ABCD 6-8h" 89 Pipe 18'-2
- ABCD 6'-1" 90 Pipe 13'-lh" ABCD 4'-4
- 91 Pipe 19'-11" ABCD 6'-8" 92 Pipe 20'-1" ABCD 6'-8" l
93 Pipe 18'-10h" ABCD 6'-3h" i
94 45* ELL 2'-0" ABC l'-0" 95 Pipe 20'-l "
ABCD 6'-8
- l 96 Pipe 19'-9h" ABCD 6'-7" 97 Pipe 19'-11h" ABCD
-6'-8" 98 Pipe 20'-2h" ABCD 6'-9" 99 Pipe 20'-2h" ABCD 6'-9" 100 Pipe 20'-2 "
ABCD 6'-9" End of 26-OH3C-20 101 Reducer l'-0" ABC O'-6" 36" to 26"- Reducer 102 Pipe 4'-7" ABCD l'-6" Start 36-0EDC-20 103 Pipe.
19'-ilh"
-ABCD 6'-8" 104 Pipe 20'-1" ABCD 6'-8" 105 Pipe 20' ABCD 6'-8" 106 Pipe ll'-2h" ABCD 3'-9" 107 Pipe 2'-9" ABCD O'-11" At Service Water Pump Structure
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APPENDIX B
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PIPE CALIBRATION AND ELEVATION DATA RECORDS O
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SwRI CAllBRATION RECORD PROJECT No.
SITE DATE
( DAY-MO-YR )
TIME
( 24 HR CLOCK )
SHEET No.
.l7-GF 4L -o03 N/ /DLAMP l.T 6 l
- R '/ 'I OO l8
- 1) EXAMIN A
( ElGNATURE I PROCEDURE No.
INSTRUMENT ( WTR COL MON)
SERIAL Ns.
WATER COLUMN TRANSDUCER W/
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l Y-ME-lol Mo2 Tsc 13 IO-3I7 S&C.103 4
- 2) EXAMah PRE 5BDRE TNAW50URR TRITRUMENT (DIGIT VOLT M. )
SERIAL No.
TH4CKNESS TRANSDUCER No.
ft>
$ STEP all081 blJf' 335.2.I AEraTw-Ol1-lotal M WATER DIGITAL TRANSDUCER O.V.M. CORR.
CONVERSION WATER WATER HEIGH 1 COL. MON.
VOLTMETER TEMP.
FOR TEMP.
CONSTANT TIME COL. MON.
COL. MON.
TIME REMARKS (IN.)
(IN.)
(VOLTS )
(*F )
( VOLTS )
"C" Q %
l' THICK 2" THICK O
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APPENDIX D TABULATION OF PERCENT OVALVESS CALCULATIONS O
O 9
0 9
,. +
OUT OF ROUNDNESS
% = 100 DMAX - DMIN Do PIPEI.INE:
26/36"0HBC-19 Do = Average I.D. = 25.25" Do = 64.135cm Do = 35.25 = 89.535cm DMAX = Maxinum I.D.
DMIN = Minimum I.D.
Pipe Pipe Pipe Position Ovainess Position Ovainess Position Ovainess 108A 0.6 125A 1.09 113B 0.6 108B 0.3 124D 1.09 113A 1.09 108C 0.78 124C 1.09 139D 0.78 108D 0.3 124B 1.72 139C 1.25 109A 0.48 122D 0.6 139B 0.9 109B 0'.16 122C 0.9 139A 0.78 109C 0.3 1223 1.09 138D 0.9 109D 0.16 122A 0.78 138C 0.6 110A 0.3 121D 0.6 1383 0.9 110B 0
121C 0.78 138A 0.9-110C 0.6 1213 0.9 137D 1.25 110D 0
121A 1.4 137C 1.72 111A 0.9 120D 0.9 137B 1.87 1113 0.6 120C 1~ 25 137A 1.40 li.C 0.16 120B 0.78 136D 1.25 111D 0.16 120A 0.9 136C 1.09 112A 0.48 119D 0.9 1363 0.48 1123 0.3 119C 1.72 136A 1.09 112C 0.48 119B 1.87 135D 0.9 130D 1.25 119A 1.72 135C 1.72 130C 1.56 118D 1.40 135B 1.56 130B 1.56 118C 1.25 135A 1.87 130A 1.56 118B 1.72 134D 1.25 129D 0.9 118A 1.09 134C 1.40 129C 0.78 117D 1.09 134B 1.40 129B 0.78 117C 1.40 132D 1.87 129A 0.78 1173 1.09 132C 0.9 128D 0.78 117A 0.9 1323 1.25 128C 0.6 116D 0.6 132A 1.72 128B 0.78 116C 0.6 131C 0.9 128A 0.9 116B 0.9 1313 0.9 127D 0.78 116A.
1.09 131A 0.78 127C 1.40 115D 1.09 142A 0.89 1273 1.72 115C 1.25 142B 1.45 127A 1.25 1153 0.9 142C 1.79 126D 1.56 115A 0.3-142D 0.89 126C 1.25 114D 0.3 143A 1.01 1263 0.6 114C 0.3 143B 1.56 126A 0.78 114B 0.9 143C 1.79
- 25D 0.6 114A 0.9 143D 1.23 125C 1.40 113D 0.9 144A 1.23 1253 1.40 113C 0.6 144B 1.34
CITY OF ROLMDNESS PIPELINE:
26/06" OHBC - 13 (Cont'd)
Pipe Pipe Pipe
~
Position Ovainess Position Ovainess Position Ovalness 144C 2.12 144D 2.12 145B 2.35 145B 2.01 145C 1.90 146A 1.80 146C 1.12 134A 1.56 133C 1.09 133B 1.56 133A 2.03 124A 1.72 123D 1.56 123C 1.72 123B 1.09 123A 1.40 i
S e
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OUT OF ROUNDNESS
% = 100 DMAX - DMIN Do PIPEI.INE:
26/36"-OHBC-20 Do = Average I.D. = 25.25" Do = 64.135cm DMAX = Maxinus I.D.
DMIN = Minimum I.D.
Do = 35.25 = 89.535cm j
l Pipe Pipe Pipe ~
Position ovainess Position Ovalness Position Ovalness 74C 1.72 98A 0.9 90B 0.9 70A 1.09 97D 0.9 90A 0.6 70B 1.09 97C 0.9 89D 0.78 70C 1.25 97B 0.9 89C 0.9 70D 1.09 97A 0.78 89B 0.78 71A 1.40 96D 0.6 89A 0.9 713 1.87 96C 1.09 88D 0.78 71C 1.56 96B 0.9 88C 0.78 5
71D 1.56 96A 0.9 88B 0.78 72A 0.6 95D 0.78 88A 1.4 723 0.78 95C 0.6 87D 0.9 72C 1.25 953 0.6 87C 0.9 72D 0.9 873 0.9 73A 0.9 93C 1.87 87A 0.9 73B 0.78 93B 1.09 86D 0.78 73C 0.78 93A 0.78 86C 1.09 73D 0.78 92D 0.78 86B 0.9 74A 0.6 92C 1.09 84D 0.6 74B 0.78 923 1.09 84C 0.6 100D 0.6 92A 1.09 843 0.9 100C 1.40 91D 0.6 84A 0.16 100B 1.40 91C 1.87 83D 0.78 100A 1.40 913 1.25 83C 0.9 99D 1.25 91A 1.72 83B 1.25 99C 1.56 90D 1.56 83A 1.25 99B 0.9 90C 1.40 76C 0.78 99A 1.25 80A 0.6 76B 0.47 98D 0.9 79D 1.09 76A 0.6 98C 0.73 79C 0.9 75D 0.78 98B 0.78 79B 0.9 75C 0.6 82D 1.25 79A 0.9 75B 0.9 82C 0.78 78D 0.6 75A 1.09 823 0.9 78C 0.9 103A-T.79 82A 0.78 78B 1.09 103C 0.78 81D 0.9 78A 0.9 103D 0.34 81C 0.16 77D 1.25 104A 0.45 813 0.47 77C 1.09 104B 0.67 81A 0.78 77B 0.78 104C 0.78 80D 0.78 77A 0.47 104D 1.12 80C' 1.25 76D 0.78 105A 1.12.
80B 1.09 103B 1.23 1053 1.23
-.----m m
T
OUT OF ROUNDNESS Pipeline:
26/36" OKBC-20 (cont'd)
Pipe P'.p e Pipe Position Ovainess -
P:sition Ovalness Position Ovainess 105C 1.90 105D 2.90 106A 2.79 1063 2.12 106C 1.56 106D 1.44 107A 1.23 107B 1.45 107C 1.45 95A 1.72 94C 1.40 94B 1.72 94A 1.72 86A 0.9 85D 1.09 85C 0.9 85B 1.09 85A 0.6 l
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1 i
APPENDIX '.
OPERATING PROCEDURE FOR MIDLAND UNITS 1 LND 2 PIPE OUT-OF-ROUNDESS MEASUREMEhTS SwRI NO. II-ME-102-0 e
e O
SOUTHWEST R ESEARCH INSTITUTE CHANGE 2
~
H-ME-1024 NUCLEAR PROJECTS October 1981 I
OPERATING PROCEDURE Page 1 of 9 Title MIDLAND UNITS 1 AND 2 PIPE OUI-OF-ROUNDNESS Tc.ASUREMENIS EFFECTIVITY AND APPROVAL Revision 0 Of tttis procedure becanw effective on 9/17/81
. This procedure consists of me pages and cttanges listed below.
Page No Change Date Effectrve 1
2 Nov.
, 1981 2
0 Sep t.17, 1981 3
2 Nov.
, 1981 3a 2
Nov.
, 1981 4
2 Nov.
, 1981 4a 2
Nov.
, 1981 5
0 Sept.17, 1981 6
1 Oct. 02, 1981 6a 1
Oct. 02, 1981 7 through 9 0
Sep t.17, 1981 9a 1
Oct. 02, 1981 l
l l
l l
l Acorovals Technical R Cate l
Written By Cate l-Mr-9/ m A SeviAb oMn Manager of 0.A.
Date Cogni: ant Director Date
' fe "
/
ll// /
r a
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l
~
SOUTHWEST RESEARCH INSTITUTE c"^"CE 2 LI-ME-102-0 October N NUCLEAR PROJECTS OPER ATING PROCEDURE Page 3 of 9
'- u 5.0 PROCEDURE REQUIREMENTS (1)
A drawing of the out-of-roundness measurement instrumant shall be prepared and controlled in accordance with NQAPs 3-1 and 4-1.
(2)
A test procedure (this procedure) shall be prepared in accordance with NQAP 6-1.
t (3)
This procedure shall be controlled in accordance with NQAP 9-1.
(4)
Deviations and nonconformances shall be reported in accordance with NQAP 13-1.
Customer notification forms shall be ema h ad in accor-dance with NQAP 13-1.
Compliance with 10CFR, Pr.
, and 10CFR50.55(e) shall be in accordance with NQAP 6.0 TEST CONDUCT 6.1 Witness The Project Manager shall keep the utility informed of the approx-imate testing dates and times to the best of his ability. It shall be the responsibility of the utility to notify any test witnesses and to establish hold points, if any. The Project Manager shall abide by all hold points.
6.2 Test Environment The inside area of the pites is to be free of water puddles and any significant amount of rust or debris that may have accumulated in the bottom of the pipe. If it is che opinion of the technician performing the seasurement that a significant amount of rust scale that would affect the accuracy of the reading is present, this shall be noted in the remarks section of the Data Pc. ord Sheets, Figv ae. 3 and 4.
6.3 Instr 2ments The out-of-roundness instrument supplied by SwRI shall be used to measure the pipe diameters. A description of the instrument used to make the measurements shall be included in the test data.
e l
Samt 8eem 04 3 2-
~
2 SOUTHWEST RESEARCH INSTITUTE g^f"1>2-o October 1981 NUCLEAR PROJECTS OPERATING PROCEDURE
,C-Page 3a of 9 6.4 Calibration (1)
Record the Length of Ar:n (See Figure 1)
(a)
Clamp slide arm No. I to slide ara No. 2 so that the overall distance (D), measured at the outside of the vall-following wheels is 27 inches (68.55 cm).
(b)
Position both slider blocks at their respective stops and read and record both scales on the Calibration Record Sheet, Figure 2.
Swat Fnem oA 3 2-
~
$^"""_132-o 2
SOUTHWEST RESEARCH INSTITUTE S.
October 1981 NUCLEAR PROJECTS UPERATING PROCEDURE (c)
Reposition the slide arms so that the distan.:e (D) is 25 inches (63.5 cm).
(d)
Repeat (b).
(e)
Reposition the slide arms so that the distance (D) is 23-1/2 inches (59.69 r.m).
(f)
Repeat (b).
(2)
Azimuth (a)
Position the wheeled carrier on a flat luel surface.
(b)
Adjus't the level indicator to read " level."
(c)
Position the measuring arm vertical using another level. (Position 1)
(d)
Adjust the azimuth indicator to read "O."
(e)
Invert the measuring arm and again assure that it is vertical. (Position 2)
(f)
Read and record the azimuth indication on the Calibration Record Sheet.
(g)
Position the measuring arm horizontal using a level.
(Position 3)
(h)
Read and record the azimuth indication on the Calibra-tion Record Sheet.
(1)
Position the measuring arm horizontal 180* from Position 3 and assure that it is level. (Position 4)
(j)
Read and record the azimuth on the Calibration Record Sheet.
Saa' 8 arm o A 3 2.
l
~
c"" 2 SOUTHWEST RESEARCH INSTITUTE t 324 NUCLEAR PROJECTS OPERATING PROCEDURE Page 4a of 9 (3)
Optional Method for Calibration (a)
Construct a reference calibration standard with exact known dimensions for distance (D) with nominal diatt-sions of 27, 25, and 23-1/2 inches. The exact distance (D) shall be measured and clearly marked on the calibra-tion standard.
(b)
Position the measuring arm in the calibration standard, and with both slider blocks at their respective stops, read both scales and record the dimension on the Calibration Record Sheet,. Figure 2.
(c)
Repeat (b) for each distance (D).
(d)
In those instances there the measuring arm is extended 10 inches to measure the out-of-roundness of 36-inch diameter pipe, the calibration standard shall have nominal distances for D of 37, 35, and 33-1/2 inches.
However, since the scale on the measuring arm is set for measuring 26-inch pipes, it will be necessary to add 10 inches to each scale reading to obtain the actual measured distance (D). A note indicating this correction shall be added to the Calibration Record Sheet, Figure 2, as well as to the Data Record Sheets, Figures 3 and 4 6.5 Test Procedure (1)
Diameter Measurement (a)
Retract the messuring arm.
(b)
Place the carrier / ara assembly in the pipe.
Sa m 9erm os 3 2-
I SvI?I
.D ATA RECOR D (ouT OF 200WD NESS ~ &BewS) i Pea 3Ecr 'No.
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SOUTHWEST RESEARCH INSTITUTE CHANGE 2 NUCLEAR PROJECTS u-ME-t02-o October 1981 OPERATING PROCEDURE Page 1 of 9 Title MIDLAND UNITS 1 AND 2 PIPE OUT-OF-ROUNDNESS MEASLTEMENTS EFFECTIVITY AND APPROVAL Revision 6 of this procedure became effective on 9/17/81
. This procedure consists of the pages and crianges listed below.
Page No Change Date Effective 1
2 Nov.
, 1981 2
0 Sept.17, 1981 3
2 Nov.
, 1981 3a 2
Nov.
, 1981 4
2 Nov.
, 1981 4a 2
Nov.
, 1981 5
0 Sept.17, 1981 6
1 Oct. 02, 1981 6a 1
Oct. 02, 1981 7 through 9 0
Sept.17, 1981 9a 1
'Oct. 02, 1981 l
l l
l 3A Acorowsis Written 8y Date Technical Review Date 1
Meneger of Q.A.
Date Cognizant Director Date S= Ai Fwm QA 4cM
"-""- 2-o SOUTHWEST RESEARCH INSTITUTE September 1981
~
NUCLEAR PROJECTS OPERATING PROCEDURE Page 2 of 9 q
- aba MIDLAND UNITS 1 AND 2 PIPE OUT-OF-ROUNDNESS MEASUREMENTS 1.0 PURPOSE This procedure provides a description of the activities necessary to measure the out-of-roundness of the designated piping at the Midland Units 1 and 2 nuclear power plant.
2.0 SCOPE AND APPLICATION 2.1 This procedure is limited to the acquisition of measurements of the mart== and minimum pipe diameters of certain piping systems located at the Midland Units 1 and 2 nuclear power plants.
2.2 This procedure is limited to the acquisition of data at those locations designated by the authorized representative of Consumers Power Company (CPCo).
2.3 Applicable Documents The following documents, as applicable, are considered to form a part of this procedure.
(1)
Nuclear Quality Assurance Program Manual (NQAPM), Procedures 1-1, 3-1, 4-1, 6-1, 9-1, 10-1, 11-1, and 13-1.
3.0 RESPONSI3ILITY (1)
The Director of the Department of Research and Development, Quality Assurance Systems and Engineering Division, shall be responsible for the preparation, review, approval, and control of this procedure.
(2)
The Manager of the Mechanical Engineering Section, Department of Research and Development, shall be responsible for the implementa-tion of this procedure in accordance with the NQAPM in effect on the date this procedure is approved.
4.0 PERSONNEL REQUIR_.N*TS Personnel performing out-of-roundness measurements shall demonstrate adequate proficiency in their assigned tasks as determined by the Project Manager and in accordance with NQAP l-1.
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Page 3 of 9 5.0 PROCEDURE REQUIREMENTS (1)
A drawing of the out-of-roundness measurement instrument shall be prepared and controlled in accordance with NQAPs 3-1 and 4-1.
(2)
A test procedure (this procedure) shall be prepared in accordance-with NQAP 6-1.
(3)
This procedure shall be controlled in accordance with NQAP 9-1.
(4)
Deviations and nonconformances shall be reported in accordance with NQAP 13-1.
Customer notification forms shall be employed in accor-dance with NQAP 13-1.
Compliance with 10CFR, Part 21, and 10CFR50.55(e) shall be in accordance with NQAP 13-1.
6.0 TEST CONDUCT 6.1 Witness The Project Manager shall keep the utility informed of the appror-imate testing dates and times to the best of his ability. It shall be the responsibility of the utility to notify any test witnesses and to establish hold points, if any. The Project Manager shall abide by all hold points.
6.2 Test Environment The inside area of the pipes is to be free of water puddles and any significant amount of rust or debris that may have accumulated in the bottom of the pipe. If it is the opinion of the technician performing the measurement that a significant amount of rust scale that would affect the accuracy of the reading is present, this shall be noted in the remarks section of the Data Record Sheets, Pigures 3 and 4 6.3 Instruments The out-of-roundness instrument supplied by SwRI shall be used to measure the pipe diameters. A description of the instrument used to make the nessurements shall be included in the test data.
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.v 6.4 Calibration (1)
Record the Length of Arm (See Figure 1)
(a)
Clamp slide arm No. I to slide arm No. 2 so that the overall distance (D), measured at the outside of the wall-following wheels is 27 inches (68.55 cm).
(b)
Position both slider blocks at their respective stops and read and record both scales on the Calibration Record Sheet, Figure 2.
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8^2R 2 SOUTHWEST RESEARCH INSTITUTE 24 October 1981 NUCLEAR PROJECTS OPERATING PROCEDURE 4i. O Page 4 of 9 (c)
Reposit. ion the slide arms so that the distance (D) is 25 inches (63.5 cm).
(d)
Repeat (b).
(e)
Reposition the slide arms so that the distance (D) is 23-1/2 inches (59.69 cm).
(f)
Repeat (b).
(2)
Azimuth (a)
Position the wheeled carrier on a flat level surface.
(b)
Adjust the level indicator to read " level."
(c)
Position the measuring arm vertical using another level. (Position 1)
(d)
Adjust the azimuth indicator to read "O."
1 (e)
Invert the measuring arm and again assure that it is -
vertical. (Position 2)
(f)
Read and record the azimuth indication on the Calibration Record Sheet.
(g)
Position the measuring arm horizontal using a level.
(Position 3)
(h)
Read and record the azimuth indication on the Calibra-tion Record Sheet.
(1)
Position the measuring arm horizontal 180* from Position 3 and assure that it is level (Position 4) l (j)
Read and record the azimuth on the Calibration Record Sheet.
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Optional Method for Calibration (a)
Construct a reference calibration standard with exact known dimensions for distance (D) with nominal dimen-sions of 27, 25, and 23-1/2 inches. The exact distance (D) shall be measured and clearly marked on the calibra-tion standard.
(b)
Position the measuring arm in the calibration standard, and with both slider blocks at their respective stops, read both scales and record the dimension on the Calibration Record Sheet, Figure 2.
(c)
Repeat (b) for each distance (D).
l (d)
In those instances where the seasuring arm is extended 10 inches to measure the out-of-roundness of 36-inch diameter pipe, the calibration standard shall have nominal distances for D of 37, 35, and 33-1/2 inches.
However, since the scale on the measurfng arm is set for measuring 26-inch pipes, it will M necessary to add 10 inches to each scale reading to obtain the actual measured distance (D). A note indicating this correction shall be added to the Calibration Record Sheet, Figure 2, as well as to the Data Record Sheets, Figures 3 and 4.
6.5 Test Procedure (1)
Diameter Measurement (a)
Retract the measuring arm.
(b)
Place the carrier / arm assembly in the pipe.
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(c)
Adjust the position of the carrier so that all four wheels are in contact with the pipe and the level vial indicates level.
y (d)
Move the carrier along the pipe until the measuring arm is at the station to be measured.
(e)
Extend the measuring arm.
(f)
Check to be sure that the conditions described in (c) are still true.
(g)
Locate longitudinal seam weld and place the lead measuring ar= adjacent to the weld.
(h)
Move the sliders against their respective stops.
(1)
Record the azimth position of the seam weld.
(j)
Rotate the lead measuring arm 180* until the following measuring arm is adjacent to the opposite side of the longitudinal seam weld.
(k)
Reaa and record the mmrhum and r.inimum diametern indicated by the sliders on the Data Recned Sheet, Figure 3.
(2)
Azimuth Measurement (a)
To determine the azimuth position of the maximm diameter, slowly rotate the measuring arm counter-clockwise and stop when the " maximum" slider first touches the "maximm" stop.
(b)
Read and record the azinsch indicated at the azimuth pointer on the Data Record Sheet.
(c)
Continue rotation of the measuring arm until the
" minimum" slides first contacts the " minimum" stop.
(d)
Repeat (b).
(e)
Retract the measuring arm and move to the next recording station.
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CHANGE 1 SOUTHWEST RESEARCH INSTITUTE u-ME-102-o September 1981 NUCLEAR PROJECTS OPERATING PROCEDUR3 Page 6 of 9 7.0 ACCEPTABILITT OF MEASUREMENTS The Project Manager or the authorized CPCo representative may void or repeat any set of measurements which has doubtful validity.
8.0 TEST RESULTS (1)
The test results shall be reported to the utility using a format mutually acceptable to the Project Manager and the utility.
(2)
The Project Manager and the Manager of Quality Assurance shall review the test results for compliance with Section 7.0 of this procedure.
(3)
The utility shall receive copies cf documents generated in accor-dance with this procedure.
(4)
Permanent documents generated in accordance with this procedure shall be stored and retained by the utility.
9.0 PROCEDURE FOR CUT-OF-ROUNDNESS MEASUR N S IN ELBOWS 9.1 Calibration (1)
Record the Length of Arm (See Figure 1)
Use Procedure 6.4(1), (a) through (f) to check calibration of the pipe diameter measuring arm.
(2)
Azimuth The azimuth portion of the instrument is not ussd in mea-suring elbows.
9.2 Test Procedure (1)
Mark the Pipe for Measurement (a) beate the points in the elbow to be measured.
(b)
Measure the segment length (weld-to-weld) at the halfway horizontal height of both the short and the long side of the radius.
(c)
Divide each length into equal segments in accordance with the number of out-of-roundness seasurements that are to be made.
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Mark the pipe according to the segment lengths on the short and the long radius. Draw a circumference in the pipe through these two points.
(e)
Locate the vertical bottom of the pipe.
(Identify this point as "0". )
(f)
With a flexible circumference scale divided into twelve equal lengths, mark twelve points on the circumference, starting at point "O."
Going clockwise, identify the points 0, 1, 2, 3, 4, 5, 0, 1, 2, 3, 4, and 5.
With the measuring arm placed across 0-0, the measured diameter is straight up (vertical). When placed across 1-1, the measured diameter is 30* off vertical; 2-2 is 60*; 3-? is 90*; 4-4 is 120*; and 5-5 is 150*.
(2)
Diameter Measurement (e)
Place the measuring arm across diameters 0-0, 1-1, 2-2, 3-3, 4-4, and 5-5.
Read and record on the Data Record Sheet, Figure 4, each diameter as indicated by the sliders on the measuring arm.
(3)
Azimuth Measurement I
(a)
Af ter all of the diameters have been measured, select the azimuth f. hat. matches the minimum and maximum dian-eters. Record the angle relative to vertical on the l
Data Record Sheet.
ISee 9.2(f) for a angle identification.]
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