ML20052D948
| ML20052D948 | |
| Person / Time | |
|---|---|
| Site: | Midland |
| Issue date: | 04/15/1982 |
| From: | Jackie Cook CONSUMERS ENERGY CO. (FORMERLY CONSUMERS POWER CO.) |
| To: | Harold Denton Office of Nuclear Reactor Regulation |
| References | |
| 16638, NUDOCS 8205070335 | |
| Download: ML20052D948 (18) | |
Text
..
l Consumers Power James w cook Vice President - Projects, Engineering and Construction General offices: 1945 West Parnell Road, Jackson. MI 49201 * (517) 78& O453 April 15, 1982 4
in OVED,-
3 Harold R Denton, Director g.
M477 I9h2b Office of Nuclear Reactor Regulation Division of Licensing WW20 kp US Nuclear Regulatory Commission
\\
Washington, DC 20555 I8C D
't-l MIDLAND PROJECT 6
MIDLAND DOCKET NO 50-329, 50-330 UNDERGROUND PIPING INFORMATION REQUESTED DURING APRIL 7, 1982 TELECON FILE: 0485.16 SERIAL:
16638
REFERENCE:
J W COOK LETTER TO H R DENTON SERIAL 16269, DATED MARCH 16, 1982 ENCLOSURES:
(1) LOAD CCMBINATION EQUATIONS AND STRESS ALLOWABLES (2) CALCULATION RESULTS COMBINING FUTURE SETTLEMENT WITH OTHER ASM'E CODE LOADS (3) INFORMATION ON SAFETY CLASSIFICATION OF THE 48 INCH SERVICE WATER PIPE (4) TABLE 1.0 MONITORING STATION OVALTIY AND CORRESPONDING STRAIN The purpose of this letter is to document information provided in a meeting j
between the NRC Staff and Consumers Power Company held on April 16, 1982.
l This information was requested by the Staff in a recent telephone conference on April 7, 1982.
Enclosure (1) is a clarification of the load combination equations used in the submittal entitled Reinstallation Program For 26-Inch and 36-Inch Diameter Buried Service Water Pipes At The Midland Nuclear Plant. Enclosure (2) is the results of calculations we agreed to perform combining future settlement with other ASME code loads. These calculations were performed only on the lines affected by the reinstallation program. Enclosure (3)~is additional information concerning the safety classification of the 48-inch service water pipe to the cooling towers.
Enclosure (4) is a' table showing measured ovalities and corresponding meridional strain for the pipe monitoring stations defined in our earlier submittal entitled Future Monitoring Program Of The Existing Buried Service Water Piping For Midland Plants Units 1 and 2.
This tabulated information is intended to supplement the information already submitted on the moni!oring program, d(
oc0482-0068a100 8205070335 820415 j
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'PDR ADOCK 05000329
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P PDR
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In addition, during the telephone conference on April 7, 1982 Consumers Power Company agreed to measure the pipe ovality of the piping affected by the reinstallation program. Ovality measurements shall be taken twice; before installation and after the pipe is rebedded.
We believe the information supplied satisfies the concerns the NRC Staff expressed to us in the recent telephone conference.
I WYtYO U CN OtG JWC/WJC/mkh CC Atomic Safety and Licensing Appeal Board, w/o CBechhoefer, ASLB, w/o i-FCherney, NRC, w/a PChen, ETEC, w/a MMCherry, Esq, w/o 4
FPCowan, ASLB, w/o RJCook, Midland Resident Inspector, w/o RSDecker, ASLB, w/o SGadler, w/o JHarbour, ASLB, w/o DSHood, NRC, w/a.(2)
JDKane, NRC, w/a FJKelley, Esq, w/o RBLandsman, NRC Region III, w/a WHMarshall, w/o WDPaton, Esq, w/o
+
BStamiris, w/o t
i i
i I
l oc0482-0068a100 t
,..~,m, e
3 BCC RCBauman, P-14-312B, w/o AJBoos, Bechtel, w/a JEBrunner, M-1079,.w/a WGCorley, w/a RWHuston, Washington, w/a JAMooney, P-14-115A DBHiller, Midland, w/a MIMiller, IL&B, w/a
.JARutgers,.Bechtel, w/a JRSchaub, P-13-309A PPSteptoe, IL&B,'w/a TRThiruvengadam, P-14-400, w/a JTsacoyeanes, Teledyne Engineering, w/a FCWilliams,.IL&B, w/a-
. Licensing Clerk NRC Correspondence File oc0482-0068a100
l ENCLOSURE 1 ASME CODE CHECK - STRESS
SUMMARY
FOR l
BURIED SERVICE WATER PIPINC (Stresses in psi) 606( }
Thermal Eq 10(2)
Normal Eq 8 Upset Eq 9( }
Code Actual Allowable Actual Allowable Actual Allowable Actual Allowable 1.ine Number De sc ription Stress Stress Stress Stress Stress Stress Stress Stress 36/26"-OHac-15 SW Supply 10,442 17,500 14,818 21.000 19,193 42,000 7,558 26,250 36/26*-OH3C-16 SW Return 10,442 17,500 19,899 21,000 29,356 42,000 8,866 26,250 36/26"-OHBC-19 SW Supply 10,442 17,500 19,820 21,000 29,199 42,000 4,050 26,250 36/26*-OH8C-20 SW Return 10,442 17,500 19,928 21,000 29,414 42,000 21,613 26,250 26"-Ouac-53 SW Supply 5,842 17,500 16.164 21,000 26,485 42,000 25,590 26,250 26"-0HBC-54 SW Beturn 5,842 17,500 19,168 21,000 32,494 42,000 25,009 26,250 NorES:
1.
a.
This table shows maximum stresses in buried portion of the abon lines. The extent of the buried pipe summarized here matches that included in Enclosure 2.
b.
Actual stresses are based on calculations using 3/8-inch vs11 pipe 2.
Piping stress sumeeriest a.
Equstion 8 Stresses included = design pressure, weight and sustained loads (includes overburden)
Allowable stress = 1.0S - in accordance with ASME NC-3652.1 and Section III, Division 1. Appendix I b.
Equation 9 Stresses included = peak pressure, weight and sustained loads (includes overburden), occasional load (OBE)
Allowable stress = 1.2S - in acc rdance with ASME NC-3652.2 and Section III Division 1. Appendix I h
c.
Code Case 1606 Stresses included = peak pressure, weight and austained loads (includes overburden), occasional load (SSE)
Allowable stress = 2.4S - in accordance with Code case 1606 and Section III Division 1. Appendix I h
d.
Equation 10 Stresses included = thermal expansfon, anchor movement (OBE)
Allowable stress
=S
- in acc rdance with ASHE NC-3652.3 and Section III, Division 1, Apperdix I A
Sheet 1 4/20/82
ENCLOSURE 1 PRELIMINARY RESULTS OF WALL PENETRATION ANALYSIS Seismic Disp.(1I Disp. Due to( }
Annulus at Wall at Wall 1-1/2" Settlement Line Penetration (in)
Penetration (in) 30' from Wall (in)
Margin (in)
Number (A)
(B)
(C)
A- (B + C) 36"-OHBC-15 2.625 0.1741 0.204 2.2469 36"-OHBC-16 2.625 0.1801 0.0705 2.3744 36"-0HBC-19 2.625 0.3361 0.204 2.0849 36"-0HBC-20 2.625 0.7220 0.1935 1.7095 NOTES:
IIISeismic displacement was determined by combining the absolute values of the following four motions:
Building movement - lateral and vertical a.
lateral and vertical b.
Soil movement c.
Pipe in soil
- lateral and vertical lateral and vertical d.
Pipe in building The lateral and vertical absolute sums were then combined by the square-root-of-the-sum-of-the-squares method.
(2) Settlement displacement is the pipe displacement at the penetration because of 1-1/2" of settlement 30 feet from the building.
Sheet 2 4/20/82
ENCLOSURE 1 RESULTS OF TERMINAL END ANALYSIS Allowable (1}
Maximum Stress Settlement at Line Stress 3S for 1-1/2" Settlement 30' for Stress c
Number (psi) 30' from Wall (psi) to be 3Sc (in) 36"-OHBC-15 52,500 14,264 8.401 36"-OHBC-16 52,500 38,825 9.3717 36"-0HBC-19 52,500 11,705 8.401 36"-OHBC-20 52,500 15,949 9.3717 NOTE:
iMD IIASME 1977 Edition, Subsection NC-3652.3, Equation 10a -
3.0S g
c Sheet 3 4/29/82
MIDLAND PLANT UNITS 1 AND 2 REINSTATf E BURIED PIPE STRESS
SUMMARY
LINE 36"-OHBC-15 (Stresses in psi)
Seismic Hydraulic Data Point Pressure Weight overburden Thermal Settlement (SSE)
Transients Total 86 2,442 3,340 0
35,39003 9,793 8,908 0
59,873 (Tee in Line 36"-OHBC-15) 215 2,442 630 0
7,561 13,960 4,270 0
28,863 (90* Elbow) 350 2,442 306 0
1,212 4,476 3,058 0
11,494 351 2,442 0
8,000 806 7,023 2,132 0
20,403 (Outside Face of SWPS) 352 2,442 0
8,000 1,310 10,934 2,015 0
24,701 353 2,442 0
8,000 1,304 14,264 1,923 0
27,993 354 2,442 0
8,000 1,260 14,061 1,985 0
27,748 355 2,442 0
8,000 1,494 5,466 2,374 0
19,776 356 2,442 0
8,000 7,558 39,414:28 8,751 0
66,165tri (Tee for Line 26"-OHBC 53 )
357 2,442 0
8,000 910 10,218t 28 3,054 0:
24,624t2)
(36" x 26" Reducer) 358 1,742 0
4,100 1,479 27,543:23 o
359 1,742 0
4,100 1,198 37,549:28 2,514 0
47,103(23 End of Reinstalled Line i
NOTE:
(UStress intensification factor at the tee resulted in high thermal stress. Use of alternative Equation 11 gave results within allowable stresses (43,750 psi)
(21The data point is within 10 feet of assumed anchor imposed for terminal end analysis. The imposed restraints influence the stress values. This stress value is not valid because of end conditions, e
' Sheet 1 4/26/82
MIDLAND PLANT UNITS 1 AND 2 REINSTALLED KURIED PIPE STRESS
SUMMARY
.l LINE 36"-OHBC-16 (Stresses in psi)
Seismic Hydraulic Data Point Pressure Weight Overburden The rmal Settlement (SSE)__
Transients Total 847 2,442 786 0
2,497 8,140 606 0
14,471 (36" x 30" Reducer to Line 30"-0118C-34) 845 2,442 1,378 0
2,893 9,490 877 0
17,080 830 2,442 4,749 0
11,171 24,854 2,186 0
45,396 (Tee for Line 36"-OllBC-1) 835 2,442 878 0
686 4,071 610 0
8,687 l
)
(First Weld Inside SWPS) 834 2,442 567 0
4,263 598 0
7,870 836 2,442 0
8,000 497 4,568 2,079 0
15,981 j
(Outside Face of SWPS) 90R 2,442 0
8,000 1,207 5,890 2,958 0
20,497 290 2,442 0
8,000 8,866 38,084 18,914 0
76,306 i
(Tee'for Line 26"-OllBC-54) 900 2,442 0
8,000 2,792 36,894 3,876 0
54,004 (36" x 26" Reducer to Line 26"-OllBC-16) 90F 1,742 0
4,100 2,088 38,825 5,035 0
51,790 90N 1,742 0
4,100 310 15,49780 3,422 0
25,07180 End of Reinstalled Line NOTE:
tOThe data point is within 10 feet of assumed anchor imposed for terminal end analysis. The imposed restraints influence the stress values. This stress value is not valid because of end conditions.
Sheet 2 4/29/82
MIDLAND PLANT UNITS 1 AND 2
- EINSTAr.trn BURIED PIPE STRESS
SUMMARY
LINE 36"-OHBC-19 (Stresses in psi)
Seismic Hydraulic Data Point Pressure Weight Overburden Thermal Settlement (SSE)
Transients Total 32 2,442 2,150 0
8,313 2,547 8,207 0
23,659 (Tee in Line 36d-OHBC-19) 200 2,442 2,012 0
9,066 5,644 8,778 0
27,942 (90* Elbow) 200A 2,442 397 0
775 383 3,555 0
7,552 205A 2,442 2,031 0
6,370 8,544 8,099 0
27,486 (90* Elbow) 700 2,442 639 0
1,166 2,559 4,099 0
10,905 (First Weld Inside SWPS) 701 2,442 0
8,000 613 3,795 5,326 0
20,176 (Outside Face of SWPS) 702 2,442 0
8,000 693 6,887 5,105 0
23,127 703 2,442 0
8,000 471 10,824 4,882 0
26,619 704 2,442 0
8,000 425 11,705 4,662 0
27,234 705 2,442 0
8,000 337 3,912:23 4,444 0
19,13523 706 2,442 0
8,000 1,330 20,395121 4,232 0
36,399t2) 707413 2,442 0
8,000 4,050 68,738:23 4,032 0
87,2622) 2,442 0
8,000 0(38 18,757 0
(Tee for Line 26"-0HBC_55)
End of Reinstalled Line NOTE:
til Assumed anchor and end of analysis for thermal and terminal end analyses.
(2 Data point is within 10 feet of assumed anchor. The imposed restraints influence the stress values. This stress value is not valid because of end conditions.
133Because supporting fill is being replaced and pipe is being rebedded, settlement stress beyond the effects of terminal cnds is considered to be zero.
Sheet 3 4/26/P'
MIDLAND PLANT UNITS 1 AND 3 REINSTALLED BURIED PIPE STRESS
SUMMARY
LINE 36*-OHBC-20 (Stresses in psi)
- Seismic Hydraulic Data Point Pressure Weight overburden The rmal Settlement (SSE)
Transients Total 886 2,442 1,644 0
6,407 15,949 3,362 0
29,804 (Tee at Line 36"-OHBC-1 Inside SWPS) 887 2,442 1,892 0
3,324 12,627 1,722 0
22,007 (90* Elbow) 890 2,442 615 0
636 2,128 618 0
6,439 892 2,442 1,463 0
4,714 10,574 3,808 0
23,001 (90' Elbow) 894 2,442 1,417 0
2,376 4,507 2,282 0
13,024 (90* Elbow)
'896 2,442 727 0
531 894 648 0
5,242 t
897 2,442 1,693 0
5,017 10,645 1,256 0
21,053 (90' Elbow) 898 2,442 609 0
791 2,838 816 0
7,496
( First Weld Inside SWPS) 899 2,442 0
8,000 734 3,274 5,536 0
19,986 (Outside Face of SWPS)
A99 2,442 0
8,000 667 4,466 5,536 0
21,161 B99 2,442 0
8,000 655 2,540(2) 5,472
,0 19,109:23 C99 2,442 0
8,000 596 22,493(2) 5,265 0-38,796(2)
D9908 2,442 0
8,000 560 79,104(2) 5,058 0
95,164en t
E99 2,442 0
8,000 0833 4,852 0
F99 2,442 0
8,000 543 0
4,650
-0 15,635 G99 2,442 0'
8,000 588 0
4,453 0
15,483 H99 2,442 0
8,000 712 0
4,270 0
15,424 J99 2,442 0
8,000 905 0
4,112 0
15,459 K99 2,442 0
8,000 1,081 0
4,007 0
15,530 L99 2,442 0
8,000 1,058 0
4,005 15,505 t-Sheet 4 4/29/82
Line 36"-CBHC-20 (Continurd)
Seismic Hydraulic Data Point Pressure Weight Overburden Thermal Settlement (SSE)
Transients Total M99 2,442 0
8,000 669 0
4,209 0
15,320 N99 2,442 0
8,000 1,437 0
4,815 0
16,694 700 2,442 0
8,000 21,613 0
18,972 0
51,027 (Tee for Line 26"-OHBC-56)
End of Reinstalled Line NOTES:
IMAssumed anchor for terminal and analysis.
(23 Data point is within 10 feet of assumed anchor imposed for terminal end analysis. The imposed restraints influence the stress values. This stresa value is not valid because of end conditions.
133Because supporting fill is being replaced and pipe is being rebedded, l settlement stress beyond the effects of terminal ends is considered to be zero.
t 4
Sheet 5 4/26/82
~
+
MIDIAND PLANT UNITS 1 AND 3 REINSTALLED BURIED PIPE STRESS
SUMMARY
LINE 26"-OHBC-53 (Stresses in psi)
Seismic Hydraulic Data Point Pressure Weight Overburden Thermal Se t tlemen t (SSE)
Transients Total 356 1,742 0
4,100 25,590 119,785 20,643
-0 171,860123 (Tee at 36"-OHBC-15) 1,742 0
4,100 18,573t a l 0
.ta:
- 15 )
1,742 0
4,100 65,343 23 0,
.tri O*3 5,216 0
11,610 t
366 1,742 0
4,100 552 367 1,742
.0 4,100 2,563 0
263 0
8,668
( 90
- El bow) 368 1,742 0
4,100 460 0
723 0
7,025 370 1,742 0
4,100 443 0
744 0
7,029 371 0
0 4,100 381 0
622 0
6,845 372 1,742 0
4,100 2,761 0
2,064 0
10,667 (908 Elbow) 374 1,742 0
4,100 2,552 0
7,168 0
15,562 (45' Elbow) 375 1,742 0
4,100 1,007 0
2,609 0
9,458 376
-1,742 0
4,100 1,054 0
2,078 0
8,974 377 1,742 0
4,100 818 0
0 378 1,742 0
4,100 583 0
2,274 0
8,699 379 1,742 0
4,100 475 0
2,654 0
8,971 38003 1,742 0
4,100 527 0
3,089 0
9,458 968 1,742 0
4,100
-(38 0
3,533 0
9,375 95I 1,742 0
4,100 0
3,980 0
9,822 95C 1,742 0
4,100 0
4,424 0
10,266 95B 1,742 0
4,100 0
4,868 0
10,710 94I 1,742 0
4,100 0
5,311 0
11,153 94C 1,742 0
4,100 0
5,536 0
11,378 94B 1,742 0
4,100 0
5,536 0
11,378 93I 1,742 0
4,100 0
5,536 0
11,378 92I 1,742 0
4,100 0
5,536 0
11,378 92C 1,742 0
4,100 0
5,536 0
11,378 92B 1,742 0
4,100 0
5,536 0
11,378 92I 1,742 0
4,100 0
5,536 0
11,378 92C 1,742 0
4,100 0
5,536 0
11,378 92B 1,742 0
4,10^
0 5,536 0
11,378 91I 1,742 0
,4,100 0
5,536 0
11,378 91C 1,742 0
4,100 0
5,536 0
11,378 91B 1,742 0
4,100 0
5,536 0
11,378 90I 1,742 0
4,100 0
5,536 0
11,378 Sheet 6 4/26/82
Line 26"-0BHC-53 (Continutd)
Seismic Hydraulic Data Point Pressure Weight overburden The rmal Settlement (SSE)
Transients Total 90C 1,742 0
4,100 0
5,536 0
11,378 90B 1,742 0
4,100 0
5,536 0
11,378 891 1,742 0
4,100 0
5,536 0
11,378 890 1,742 0
4,100 0
5,536 0
11,378 89B 1,742 0
4,100 0
5,536 0
11,378 88I 1,742 0
4,100 0
5,536 0
11,378 88C 1,742 0
4,100 0
5,536 0
11,378 88B 1,742 0
4,100 0
5,536 0
11,378 97I 1,742 0
4,100 0
5,536 0
11,378 87C 1,742 0
4,100 0
5,536 0
11,378 87B 1,742 0
4,100 0
5,536 0
11,378 End of Reinstalled Line NOTES:
UIAssumed anchor and end of analysis for thermal analysis.
talData point is within 10 feet of assumed anchor imposed for terminal end analysis of line 36"-OHBC-15.
The imposed restraints influence the stress values. This stress value is not valid because of end conditions.
GUThermal stresses beyond this point will vary similarly to those for line 26"-OHBC-54 and will not exceed line 54 values.
80Because supporting fill is being replaced and pipe is being rebedded, settlement stress beyond the effects of terminal ends is considered to be zero.
tenAssumed $nchor for terminal end analysi9 of line 36"-OHBC-15.
Sheet 7 4/26/82
i MIDLAND PLANT UNITS 1-AND 2 REINSTALLED BURIED PIPE STRESS
SUMMARY
LINE 26"-OHBC-54 (Stresses in psi) beismic Hydraulic Data Point Pressure Weig h t Overburden Thermal Settlement (SSE)
Transients Total 290 1,742 0
4,100 25,009 28,249 26,652 0
'85,752 (Tee at 36"-OHBC-16)
A40 1,741 0
4,100 10,945 32,566 23 7,488 0
56,841:23 (45' Elbow)
B40 1,742 0
4,100 4,222 5,75200 2,088 0
17,904:23 C40tU 1,742 0
4,100 3,403 111,530:28 2,279 0
123,05400 D40 1,742 0
4,100 1,788 0(3) 0 E40 1,742 0
4,100 603 0
2,661 0
9,106 F40 1,742 0
4,100 74 0
3,090 0
9,006 G40 1,742 0
4,100 175 0
3,529 0
9,546 H40 1,742 0
4,100 162 0
3,969 0
9,973 J40 1,742 0
4,100 109 0
4,409 0
10,360 K40 1,742 0
4,100 79 0
4,849 0
10,770 L40 1,742 0
4,100 73 0
5,289 0
11,204 M40 1,742 0
4,100 73 0
0 N40 1,742 0
4,100 73 0
5,536 0
11,451 P40 1,742 0
4,100 73 0
5,536 0
11,451 040 1,742 0
4,100 73 0
5,536 0
11,451 R40 1,742 0
4,100 73 0
5,536 0
11,451 S40 1,742 0
4,100 73 0
5,536 0
11,451 T40 1,742 0
4,100 73 0
5,536 0
11,451 U40 1,742 0
4,100 73 0
5,536 0
11,451 v40 1,742 0
4,100 73 0
5,536 0
11,451 W40 1,742 0
4,100 73 0
5,536 0
11,451 X40 1,742 0
4,100 73 0
5,536 0
11,451 Y40 1,742 0
4,100 73 0
0 i
z40 1,742 0
4,100 73 0
5,536 0
11,451 A45 1,742 0
4,100 73 0
5,536 0
11,451 B45 1,742 0
4,100 73 0
5,536 0
11,451 C45 1,742 0
4,100 73 0
5,536 0
11,451 045 1,742 0
4,100 73 0
5,536 0
11,451 E45 1,742 0
4,100 73 0
0 F45 1,742 0
4,100 73 0
5,536 0
11,451 G45 1,742 0
4,100 73 0
5,536 0
11,451 H45 1,742 0
4,100 73 0
5,536 0
11,451 Sheet 8 4/29/82
Lins 26*-0BIIC-54 ( Continu td )
Seismic Ityd raulic Data Point Pressure Weight Ove t Surden Thermal Settlement (SSE)
. Transients Total J45 1,742 0
4,100 73 0
5,536 0.
11,451 K45 1,742 0
4,100 73 0
5,536 0
11,451 L45 1,742 0
4,100 73 0
5,536 0
11,451 M45 1,742 0
4,100 73 0
0-N45 1,742 0
4,100 73 0
5,536 0
11,451 End of Reinstalled Line
-- N OTES:
- 48) Assumed anchor for terminal end analysis of line 36-OllBC-16.
talData point is within 10 feet of assumed anchor imposed for terminal end analysis of line 36"-OllBC-16.
The imposed restraints influence the stress values. This stress value is not valid because of end conditions.
133Because supporting fill being replaced and. pipe is being rebedded, settlement stress beyond the ef fects of terminal ends is considered to be zero.
.L
,s>r" e
Sheet 9 4/29/82
. ~.
ENCLOSURE 3 48-INCH DIAMETER SERVICE WATER LINE TO COOLING TOWER (LINE 48"-OHBC-2/48"-0YJJ-1)
This line is used to route the returning service water to the cooling tower in lieu of discharge to. the emergency cooling water reservoir.
Inside the service water pump structure (SWPS), there are two Seismic Category I butterfly valves isolating this line from the normal routing to the cooling pond.
Functionally, the class change is at the butterfly valves; however, design practice is to extend the pipe class to the first anchor point beyond the safety /non-safety isolation valves.
This anchor point was the soil outside the structure.
At the class change, the line also changes from carbon steel to concrete.
The routing of this line is shown in drawings:
M-183, Sh 1 M-183, Sh 2 M-184, Sh 1 M-184, Sh 2 M-618, Sh 1 The analysis of the piping system inside the SWPS included a terminal end analysis which continued to an assumed anchor at the change from steel pipe to concrete pipe.
4/20/82
~l f
a,"
ENCICSURE 4 TABLE 1.0
. Monitoring Station Ovality and Corresponding Strain Line: 26-OKBC 15 Allowable Strain =.48%
Reference:
Figure 1 St at ion
- Measured Ovality (%)
Meridional Strain (%)
1 2.3h 0.35 2
1.88 0.32 3
2.3h 0.35 h
2.34 0.35 5-1.2h 0.25 Line: '26-OHBC 16
Reference:
Figure 2 1
1 2.18 0.3h i
2 2.18 0.3h l~
3 2.3h 0.35 k
2.18 0.3h 5
1.12 0.23-Line: 26-OHBC 53
Reference:
Figure 3 1
1.h0 0.27 I
2 2.96 0.ho 3
2.18 0.3h 4
2.18 0.3h G
Line: OHBC Sh
Reference:
Figure h r
1 2.50 0.36 2
2.50 0.36 3
2.18 0.3h 4:
2.03 0.32 5
2.50 0.36 6
2.03 0.32 Line: 26-OHBC 55
Reference:
Figure-5 1-2.03 0.32 2
- 1. hT.
0.27 -
3 1.56 0.28 h
1.56 0.28 a
- ~..
7_
2 Station
- Measured Ovality (%)
Meridional Strain (%)
Line 26-OH3C 56
Reference:
Figure 5 1
1.09 0.22 2
1.87 0.31 I
3 0.90 0.21 h
2.h9 0.36 Line 26-OH3C 19
Reference:
Figure 6 1
1.87 0.31 2
1.87 0.31 3
1.87 0.31 h
0.89 0.21 Line 26-OHBC 20
Reference:
Figure 6 1
1.87 0.31 2
1.87 0.31 3
1.87 0.31 h
1.79 0.30
- The station numbers are numbered from left to right from the given reference figure.
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