ML20039B767

Rept 1 Pipe Profile Measurements at Midland. W/One Oversize Drawing.Aperture Card Is Available in PDR

ML20039B767
Person / Time
Site:	Midland
Issue date:	08/31/1981
From:	Ritter T, Whiting A SOUTHWEST RESEARCH INSTITUTE
To:
Shared Package
ML20039B761	List: ML20039B760 ML20039B764 ML20039B767 ML20039B774 ML20039B779 ML20039B785 ML20039B790
References
NUDOCS 8112230536
Download: ML20039B767 (44)

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{{#Wiki_filter:- _ _ ^ e PIPE PROFILE MEASUREMENTS AT MIDLAND Consumers Power Company Midland Project Purchase Order No. CP10-4762 ( SwRI Project 17-6542 Report No. 1 ( Prepared for Consumers Power Company i 1945 West Parnall Road Jackson, Michigan 49201 Prepared by Quality Assurance Systems and Engineering Division Southwest Research Institute August 1981 ( ( kk br A R h g" s'1 > ; SO UTHW EST RESE A RCH INSTITU TE i [' SAN ANTONIO HOUSTON ~ 8112230536 8112i'5 DR ADOCK 05000329 .PDR

o.. __. PIPE PROFILE MEASUREME.'TS AT MIDLLN'D N b t Consumers Power Company [ Midland Project Purchase Order No. CP10-4762 i l r k SwRI Project 17-6542 -i i Report No. 1 t Prepared for Consumers Power Company 1945 West Parnall Road Jackson, Michigan 49201 i .I Prepared by Quality Assurance Systems and Engineering Division Southwest Research Institute August 1981 Written by Approved by ( Thomas E. Ritter Allen R. Whiting Project. Manager Executive Director Mechanical Engineering

TABLE OF CONTEh*IS y A. INTRODUCTION............... 1 5. PIPES PROFILED..... 1 C. PROFILE MEASUREMENTS. 1 D. SLWJLRY 2 APPENDICES A Pipe Data Point Locations B Pipe Calibration and Elevation Data Records C Operating Procedure 0 i t won ii ii

PIPE PROFILE MEASUREMENTS AT MIDLAND A. Introduction On April 3,1981, Southwest Research Institute (SwRI) was ~ contracted by Consumers Power Company (CPC) to determine by measurement pipe elevation profiles for designated buried piping at the Midland Plants, Units l' and 2. An elevation profile measurement system was designed and developed. Laboratory tests of the profile measurement system demonstrated that changes La elevation: could be measured to within il/16-inch (or better) accuracy. A prototype of the profile measurement system was field tested at Midland during the week of July 6,1981, which involved actual elevation measurements of a selected pipe at the plant. The experience and information acquired from this test provided a basis for the final production design of the measurement system and the-establishment of an operating procedure. During the next four weeks, two profile measurement systems were final designed, built, and tested. Also, an operating procedure including full Quality Assurance coverage was developed (see Appendix C). On August 10, 1981, SwRI returned' to Midland to measure the elevation profiles of four pipes selected by CPC. The pipe lengths and weld locations were identified and measured by CPC personnel. Each point at which an eleva-tion measurement was to be made wo marked and numbered. The data was taken in accordance with this established plan. B. Pipes Profiled Four pipes were measured to determine their elevation profiles. These pipes are shown on SwRI drawing D-6224-065 and Bechtel Yard Piping Plan drawings M-169(Q) and M-167(Q) and can be identified by the following numbers: (1) 26" - OEBC-55 (2) 26" - OEBC-56 (3) 26" - 2JBC-1 (4) 26" - 2JBD-2 The pipes were entered from the valve pit located east of the Diesel Generator Building at S. 5091.00 and E. 373.50. The datum (zero elevation) was selected at the edge of the pipe at the point of entry. The elevation measure-ments made at each point throughout the entire length of the pipe are compared with the datum. _ A sketch of the valve pit identifying the datum point for each pipe profiled is included in Appendix A. Information identifying each pipe segment is also included in Appendix A. C. Profile Measurements The original data record sheets for both calibration and pipe profile measurements are included in Appendix B. The pipe profile is shown in Fig-ure 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. The actual sea level elevation at each datum point was measured by _ CPC and is recorded on the valve pit sketch. The difference between the actual sea level elevation and the datum point is not shown on the pipe profile graph. r-. i

r .-~.. -D. Summary The pipe profile measurement system performed well. elevation measure-ments made of known dimensions (10 and 20 inches) on the calibration / reference block before and af ter making pipe measurements compared within 0.020 inch. Also the measurement of the datum point before and after pipe measurements compared within 0.047 inch. This is a good indication of the point-to point and pipe end-to-end accuracy obtained. The four pipes measured (842 'f t.) are approximately 17 percent of the total buried 26-inch pipe at Midland. Future visits are planned to obtain elevation measurements of the remaining pipes. ) -i i l 1 s f i I 1

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4 s T 6 f a APPENDIX A ( PIPE DATA POINT LOCATIONS ( ( (

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PIPE 26"-OHBC-56 Section Item Piece Length Sections Length Remarks 1 Pipe 20'-0" ABCD 6'-8" 2 Pipe 20'-0" ABCD 6'-8" 3 Pipe 20'-0" ABCD 6'-8" 4 Pipe 20'-0" ABCD 6'-8" 5 Pipe 20'-0" ABCD 6'-8" 6 Pipe 20'-0" ABCD 6'-8" 7. Pipe 20'-0" ABCD 6'-8" 8 Pipe 20'-0" ABCD 6'-8" 9 Pipe 20'-0" ABCD 6'-8" 10 Pipe 17'-0" ABCD 5'-8" 11 Pipe 6'-0" ABCD 2'-0" 12 Pipe 20'-0" ABCD 6'-8" 13 45' ELL 2'-6" ABC l'-3" 14 Pipe 20'-0" ABCD 6'-8" 15 Pipe 20'-0" ABCD 6'-8" 16 Pipe 20'-0" A3CD 6'-8" 17 Pipe 15'-3" ABCD 5'-1" -18 Pipe 20'-0" ABCD 6'-8" 19 Pipe 20'-0" ABCD 6'-8" 20 Pipe 8'-0" ABCD 2'-8" 8 - 21 Pipe 7'-4" ABCD 2'-5" 22 90* ELL 5'-0" ABC 2'-6" 23 Pipe l'-3 1/2" ABCD O'-5" May be ABC at 7 3/4" 24 Pipe 15'-0" ABCD 5'-0" 1 1

P1PE 26"-0MBC-55 Section-Item Piece length Sections Length Remarks 25 Pipe 20'-0" ABCD 6'-8" 26 Pipe 10'-0" ABCD 3'-4" 27 Flange O'-4 1/2" A 0'-4 1/2" EL measured at edge of flange 28 Flange .O'-4 1/2" A 0'-4 1/2" EL measured at edge of flange 29 Pipe 8 '-10!' ' ABCD 2'-11" 30 -Pipe 20'-0" ABCD-6'-8" 31 Pipe-20'-0" -ABCD 6'-8" 32 Pipe 20'-0" ABCD 6'-8" 33 Pipe 20'-0" ABCD-6'-8" 34 Pipe 20'-0" ABCD 6'-8" 35 Pipe 20'-0" ABCD 6'-8" 36-Pipe 19'-1" ABCD 6'-4 1/4" 37 Pipe 15'-4" ABCD 5'-1 1/4" 38 Pipe 16'-10" ABCD 5'-7 1/4" t' 39 45* ELL 2'-6" ABC l'-3" 40 Pipe 20'-0" ABCD 6'-8" 41 Pipe 20'-0" ABCD 6'-8" 42 Pipe 20'-0" ABCD 6'-8" 43 Pipe 20'-0" ABCD 6'-8" 44 Pipe 20'-0"' ABCD 6'-8" U 45 vipe 20 '-0 " ABCD 6'-8" 46 Pipe 3'-0" ABC -l'-6" May be ABCD at l'-0" 47 Pipe 16'-8" ABCD 5'-6" 48 '90* ELL 5'-0" .ABC 2'-6" 49 Pipe 3 ' -3 '.' ABCD l'-1" May be ABC at l'-7 1/2" 50 Pipe 19'-0" ABCD 6'-4" a

l PIPE 26"-2JBD-1 Section Item Piece Length Sections Length Remarks 15 1 Tapered O'-6" A 0'-6" EL measured 3" from edge Flange 52 Pipe 2'-0" ABC l'-0" 53 Pipe 12'-2" ABCD 4'-8" 54 45' ELL 2'-6" ABC l'-3" 55 Pipe 6'-5 1/2" ABCD '2'-2" 56 45' ELL 2'-7" ABC l'-3" 57 Pipe _ 14'-10 1/2" ABCD 4'-11 1/2" ( ( PIPE 26"-2JBD-2 Section Item Piece Length Sections Length Remarks 58 Tapered O'-5 5/8" A 0'-5 5/8" EL measured 3-1/4" from edge Flange 59 Pipe l'-il" ABC O'-11 1/2" ( 60 Pipe ~l'-1" AB Measured 2" from welds 61 Pipe 8'-5 1/2" ABC 4'-2 3/4" 62 Pipe 2'-8" ABC l'-4" 63 45' ELL 2'-7" ABC l'-3 1/2" 64 Pipe 7'-3" ABC 3'-7 1/2" 65' 45' ELL 2'-7" ABC l'-3 1/2" 66 Pipe 14'-7" ABCD 4'-10 1/2"

APPENDIX B PIPE CALIBRATION AND ELEVATION DATA RECORDS t ( \\ (

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9 7 8 e 4 i APPENDLX C OPERATING PROCEDURE s I ( i

SOUTHWEST RESEARCH INSTITUTE Ix-ME-lol-2 h NUCLEAR PROJECTS 1 i Me OPERATING PROCEDURE ^"8"** 1981 'Psee 1 of 10 Etfe MIDLAND UNITS 1 AND 2 PIPE PROFILE MEASUREME. IS Y EFFECTIVITY AND APPROVAL 9/3 81 Revision 2 of this procecure becarne effecove on This prececure consists of the cases and enanges listed beiow. Page No Change Date Effective 1-10 9/3/81 i k l l l l sA

• Acorovals Written By Date Tecn i eview Cate Manager of Q.A.

Cate ' Cognizant Director Date y - / s....---

~ SOUTHWEST RESEARCH INSTITUTE " "2-tot-2 August 1981 NUCLEAR PROJECTS OPERATING PROCEDURE P 2 of 10 MIDLAND UNITS 1 AND 2 PIPE PROFILE MEASURE <2NTS + 1.0 PURPOSE This procedure provides a description of the activities necessary to

l measure the elevation profile 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 relative elevation measurements which may be used to establish the elevation profile 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 are considered to form a part of this procedure as applicable: (1) Nuclear Quality Assurance Program Manual (NQAPM), Proce-dures 1-1, 3-1, 4-1, 6-1, 9-1, 10-1, 11-1 and 13-1. t 3.0 RESPONSI3ILI*Y (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 imple-mentation of 'this procedure in accordance with the NQAPM in effect l on the date this procedure is approved. l 4.0 PERSONNEL REQULM'TS 1 l Personnel performing elevation profile measurements shall demonstrate l adequate proficiency in their assigned tasks as determined by the Project Manager and in accordance with NQAP l-1. Sv.as 8mm oA 3 2-

~ SOUTHWEST RESEARCH INSTITUTE u-*z-tot-2 August 1981. NUCLEAR PROJECTS OPER ATING PROCEDURE Page 3 of 10 .y b 5.0 PROCEDURE REQUIR ENTS N (1) A schematic drawing of the instrumentation system and calibration block 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 corarolled in accordance with NQAP 9-1. (4) The water column menitor instrument (Nortec Model 131D) shall be controlled in accordance with NQAP 10-1. The Pressure Transducers shall be certified by the manufacturer. Also, a temperature com-pensation curve for the Pressure Transducer will be provided. (5) Deviations and nonconformances shall be reported in accordance with NQAP 13-1. Customer notification forms shall be employed in accordance with NQAP 13-1. Compliance with 10CER, Part 21 and ( 10CTR50.55(e) shall also be in sceordance with NQAP 13-1. 6.0 TIST CONDUCT 6.1 Witness The Project Manager shall keep the utiility informed of the approxi-mate 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 (a) An area shaded from sunlight shall be provided for the instru-ments and water column of the profile measurement system. (b) The inside area of the pipes are to be free of water puddles and any significant amount of rust or debris that may have accumulated in the bottom of the pipe. 6.3 Instruments The following instruments or their equivalent shall be used. A description of the instruments actually used to make the profile e measurements shall be included in the test data and shall include instrument description, model, and serial number. s.ae aa om a :

~ -2 SOUTHWEST RESEARCH INSTITUTE August 1981 NUCLEAR PROJECTS OPERATING PROCEDURE Page 4 of 10 I l.C;,*, * (1) Water column monitor instrument, Nortec, Model 131D (2) Pressure transducer, Setra, Model 270 6.4 Calibration (1) Establish a-stable base for reference water column (head) and r calibration block. The water column shall be no lower than 6 inches above the highest point being profiled within the pipe. (2) The water used within the profile measurement system shall be distilled water with a few drops of food coloring or fountain i pen ink for coloring. (3) Set up the instruments including the pressure transducer, reference water column and water column monitoring instru-ment. A minimum of 30 minutes warmup time is required. (' Nortec Model 131D is used, calibrate the instrument as (4) Calibrate the water column monitoring instrument. If the followst (a) Make the following settings en the front panel: " Damping" at zero " Reject" at zero "+6 DB Switch" at Norm " Race" switch in the down position " Filter" at 1 "Freq" set at the frequency of the transducer t.25 MHz (b) Adjust the " Delay" and " Range" controls to produce a 2 inch screen using a UVAII (or equivalent) acrylic plastic stepped calibration block with 1 and 2 inch steps i S a' Frwm Ca 3 2' -w - - + +, n y

SOUTHWEST RESEARCA INSTITUTE ~ t- -2 August 1981 NUCLEAR PROJECTS OPERATING PROCEDURE Page 5 of 10 (c) On the gate package, select " single", " sound path", "1st Auto", ~20 Out Mils". (d) Adjust the " Range" and " Delay" controls of the gate to include a range of 1 to slightly more than 2 inches in the gate. (e) Adjust the ":ero" and " Cal" controls of the digital output to read the calibration block thickness. Adjust the " gain" such that all readings are taken with a sig-nal height between 8 and 9 screen divisions. The instrument is now calibrated in inches of lucite. (f) Select a convenient operating height for the water column. The height should be selected, between 1.000 inches and 2.000 inches, such that the level can be monitored visually as well as present an easily identifiable number on the digital readout of the water column monitoring instrument. A value of 1.700 inches ( is suggested as a convenient figure. Within a particular calibration and data run, pressure transducer readings are valf.1 only after the water column height has been restored to this " selected" value *.002 inches. i (5) Acquire measurements that are required to establish the pres-sure transducer elevation versus meter reading relationship (conversion constant C) as follows: (a) Refer to the drawing of calibration block with certi-fied dimensions. (Actual dimensions are stamped on block) 1 (b) Assure the calibration block is on a stable surface and ~ is level. (c) Position the pressure transducer at Station O. (d) Record pressure transducer readout and temperature. I (e) Position the pressure transducer at Station 1. l (f) Record pressure transducer readout and temperature. (g) Position the pressure transducer at Station 2. Swat Mrm o A 3 2-

~ SOUTHWEST RESEARCH INSTITUTE - -tot-2 August 1981 ).3 NUCLEAR PROJECTS OPERATING PROCEDURE

6.. a.

Page 6 of 10 %P (h) Racord pressure transducer readout and temperature. (1) Repeat steps (c) through (h) for a total of two (2) readings at each station. (6) Record all readings and system component identification data on the calibration sheet No. 6542-1A. 6.5 Test Procedures (1) Assure that the requirements of Section 6.4 (calibration) have been satisfied. (2) Establish and record the position and elevation of the datus point for the particular pipe to be measured. (3) Identify the measurement positions. he positions to be measured vill be established by the CPCo representative. / (4) Place the pres'sure transducer at each position identified in (3). Record the identification, temperature and elevation data at each position on data sheet No. 6542-2A. (5) The reference water colu=n height shall be adjusted as nec-essary insediately prior to each data acquisition to within t.002 inch of the selected operating setting. (see 6.4(4)(f). (6) Calibration of the water column monitoring instrument as specified in 6.4(4) shall be verified at intervals of no i greater than thirty (30) minutes and adjustments made as l required. (7) If the calibration of the water column monitoring instrument is found to be out of adjustment by more than t.005 inch (as measured on the U7A II acrylic calibration block), all data taken since the previous valid calibration check shall be voided. (8) At the conclusion of the test, Sections 6.4.(Se through i) shall be performed and recorded on the calibration sheet and i Section 6.5(6) and (7) shall be verified. i l S.As Fn.m o A 3 2 I

I ~ -2 SOUTHWEST RESEARCH INSTITUTE August 1981 NUCLEAR PROJECTS OPERATING PROCEDURE Page 7 of 1 7.0 ACCEPTABILITY OF '!EASUREMENTS (1) The Project Manager or the authorized C7Co representative may void or repeat any set of measurements which has doubtful validity. - (2) If the temperature of the Pressure Transducer varies more than *4*F during calibration and/or testing, the digital vole meter reading shall be corrected using the temperature compensation curve described in Section 5.0 (4). 8.0 TEST RESULTS (1) The test results shall ha 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 A'surance shall s review the test results for compliance with Section 7.0 of this procedure. ( (-3) The utility shall receive copies of 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. t (. i I Sa## 8mm Q A 3 2- ..... ~.

/_ PRESSURE TR ANSDUCER READOUT METER ~ y REFERENCE WATER COLUMN ULTRASONIC TRANSDUCER / WATER LEVEL N. CONDUCTOHN WATER cot.UMN gj pi E CA / MoNITORINSTRtlMENT WATER [_ cot.UMN ADJUST LEVELGAUGE J .. im in MAGNET d p_ kl p COAX CABLE PRESSURE ~ y' TRANSDUCER I postilon la pipe ) g ......,.., \\, 8 MAGNET M 2 20000 ?M l -2 i NbN ~I 1 TTf 'o = og / 1, es $ f I

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