ML20062J960
| ML20062J960 | |
| Person / Time | |
|---|---|
| Site: | Midland |
| Issue date: | 11/14/1980 |
| From: | BECHTEL GROUP, INC., EECBECHA |
| To: | |
| Shared Package | |
| ML20062J958 | List: |
| References | |
| NUDOCS 8011180155 | |
| Download: ML20062J960 (88) | |
Text
- - . .
O Bechtel Associates Professional Corporation
SUMMARY
OF SETTLEMENT STRESS CALCULATIONS FOR BURIED PIPING The approach for this analysis was to model portions of this buried piping for which settlement data is available and perform analysis by computer to deter-mine stresses due to differential settlement. Settlements were applied as displacements to artificial vertical restraints at some key points along the length of the pipe so that the deflected shape of the pipe centerline approaches the measured settlement profile as closely as possible. Settlements at each and every available point were not input; however, an adequate number of points were used to closely describe the settlement profile. The starting point was chosen as an artificial anchor with applied vertical displacement and with rotations released. It should be noted that this analysis reflects differential settle-ment stresses only in the buried piping. The stresses are compared to a limit of 3Sc as stated in equation 10a of NC-3652.3(b) of Section III of the ASME ,
Code, 1977 edition. This limit was used as a guide oniy. Midland piping i systems are being designed to 1971 edition of the ASME code with Summer 1973 addenda applicable. Prior to the 1977 edition limits for settlement stresses were not considered by the code.
The Bechtel computer code, ME101, is based on the SAP program and is linear and elastic. Output from the program is in the form of moments at the node points of the model. Stress in the pipe is determined by the relationship:
o= b g
where O"" = longitudinal bending stress i =
stress intensifaction factor '
M D
bending moment at point under consideration Z
section modulus of pipe B011180i S F - - _ - . . .
7
-n Finally, plots of the deflected chape of the centerline of the pipe in the vertical direction from the computer analysis and measured settlement profile have been nade for conparison of final calculated chapo with field measurements.
The request for backup calculations to the stress values originally reported in Table 17-2 is responded to as follows....
- 1. Updated profiles have been obtained on some of the lines identified in Table 17-2, Rev 2. IIcv stress values with backup calculation are provided in the enclosed carkup of Table 17-2, Rev 2. G ese lines may be identified by entries in a column entitled " Corrected Stress Values." Se updated profiles are indicated in the calculation input chect.
- 2. Updated profiles for the renainder of the lines in Table 17-2, Rev 2 vill be provided in the I;ovember 1900 submittal of responses to IIRC questions.
Results of revised stress calculations corresponding to these upiated profiles will be supplied at a later date. This will be included as a revision to Table 17-2, Rev 2.
- 3. Review of the UfEC calculations recently provided by the !!RC indicates that certain geometric clenents nay not have been included in their models, nne such clonent occurs at their node points 5, 6 and 7 of lines 26 OHBC-54 which is in actuality a 90 eibow instead of a straight sect _on. Another source of difference nay be explained by the fact that the IEEC calcula-tions for 26 GH3C-54 vere based on Figure 19-1 vhereas the results in Table 17-2, Rev 2 vere based on Figure 17-2. The two figures overlap witn station 0+00 cf Figure 17-2 being approximately equal to station 0+60 of Figure 19-1.
~
CALCULATION SHEET P R EV. NQ.
' CALC.NO.
CATE
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CHECKED DATE Il ~7 00*
ORIG NATOR M D b A~*JI) L JOB NO. L0 W CT
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, des C RIP 7/ o ^J O/= AhJALY.S1.5:
SsRvice lukr5R L.tsses, Couben.sArs h)AYER.11ME 2.0 "- I HC.b - lG S 2 g 3g - 0 NSt-IS 2All35-2.4~-ONSc-SY ONBC-14 24 "- DN8 c.- S5r I
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8" I NBC- 3ll -
2 C - l 78 D - 2.
z(,"- 2.7Bb-1 .
, f0RT/oN.$ 0 t= O VRIGD P/P/n q LJtTH AVAILA S L E
.5 G TTLC.-htENT .3>ATA t<.wKG MoDELGb A ^.1.b C.o A4Pu TE7L ANALysI.s toAs Pa-R foros eD 70 3>eTenMiae .5rns.sse.s IM SVRIE.D P/P/AJG bVG TD .D/FF EREM T/A L SET 7 L GAn arNT**
ST71 GMEAJ73 LUGRG Ao>PL/Eb AS .D/.5 Pl A C GM E'h.I'73 TO Flc r/r/ov.s venvicA L. Rt.srn.aiu rs pr some xsy po s ur.s 0 AIL.y ALos)G ~THE LEAqY/f 0l= P/7E So 7)r/AT 77h5
.DarLECTED SHAPd of #G P/PE .CEA/TSR. L.Ju5 APPRo Ac Hes: 7HE N h r A s v At v. D .SGrrLGMEVr PK;nF/L.G As C L ossLy As PC.33/8LG+ - lnl OTNG2- Loof.DS, .5ET7Wiwurs,
. .AT' eat.H As4 GV&Ry A VAlL.ASLE PO/AJ 7" t<>GrLG h.) 07"'
IM P u 7
- N O W GVETL AbE$UAW MWGCR.a&W PCmT.s M SN.E' U.s e.p 7D c.Lassz.y )sse.stse -rHe .SeTTLEMEMT PRa f/LEr
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'THA T ~Tf/E THERAAA L R LitJ 'Rs I L EC.75 2>Il=1 GE&nra;L S E77LG M c-^JT STR E.SSES OAJLy ~A A).b AJ07 THERNAl MVPArmc.w S m a.s3E Q /^.) S IG.D PIP /^Jq . -Tyg ARG COMPARGb To 3Se ALLOMASLE A :. .S TA TE.b S T)t E.$SG5 IrJ EC<. ( 10 Q ) or= NC -3C,52. 5 (.2.r) oi= A s m a 'c o b e
.S & C. ///
- l AAO.520 Sn6
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CALCULATION SHEET -
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TAsLE 17-2 SETTLEMENT STRESSES OF PROFILED SYSTEMS L o cA,r s oH 4F P4Aw. sne.g.35 setente Imoetion Category Shows in Profile Code DE ALA4[g TE OF (s 74 Tion) Line Shown in streseIII L11owable(3) I*R4FIE lbATA I _Fieure _ Figure (kell O (ket) -
(ic.5 0 Servloe water lines t STA. 3+30 36*/36"-OueC-16 Yee 0+40 17-1 17-2 Q4 07 15.'1 25"/36"-ONSC-19 fee 17-1 17-3 s2.s-
- APRtL *19 4.+ oo .u, - =usc ' ,e 37.e 33 3 A + oo 'ee a i- a e ., y-a 21-4 m au-a it,u eq age g lygg p.g
- ! ;"-ensC-: s '
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17-n a ;, s-1 37-3 s ly-a Armit *v S b + 2.R. ; i i "- ON BC= ;
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'em '
la: ,5-E, L J ,
A AauA alf '7.9 0-52 5 1 *.ume=1;.1 Tem I4 =3 43.5 :a pe. -rs 2 o + 2.o s=. ,aso-; : t .,
,t- C .' } 24 4 45.0
'-n 1
ma n '
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- g o+S ; s -P.sso-;, no 1 -L us-u u
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74 994g,y cyg i
O+4 95 so -taco-1st no 17-1 a 1s-1 17-a a_1s-1 (Ti'al 2seg dT'30 504- APala. 7 9
{ (1) Analyttoal values generated from settlement gage data.
j la several sones. These sones will be subjected to further lavestigation.nounding ja emoese of the accureof of the gage was necessary (2) Equation lea, ASNB section III, Division 1, pubsection NC 1
1
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2
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g4 PIPING ANALYSIS CHECK AND COVER SHEET P.w I or 4 k,i/ SPECIAL STUDIES I PROJECT: M'D/AA/ d I*'[f - 2 SHEET OF JOB NO. 72 2 O PLANT DESIGN GROUP I SYSTEM: f % J O s J J A f;r' Y21/A A*%2' '
CALC.NO. 400'7 ISO NO. M-!6 7 [h REV NO. O f
l A. DESIGN DATA: B.CRITE tIA/ OBJECTIVES:
-ve &/ //e dew !
- t. Avne cou sees st-4si Je.cis ta j ..s .c d A y .> d ir lo (
(rap - lei. is) fJesa,,bl d[Hesse.J <<eI !
/!. e . A G"- 2 fj3.0- t l e e d Aefm'Aem!"l AMNic1.BC , n-3652.'3(l)
}l'd f . gf;pf J.165 &n2 ,
KC - 70 C.S. h.10a : 'f" 630e 2 . 00
$ kocx fdsr.ugNraficw - c. REpEReNCES:
$ ,, / , ,y ,*, , f yy, ,g ,,y. g , y i ASW 0/Cf5, YdAJ/CT$od-$ ,
2.NEJOJ Aad: ,fAC17(Jaum 04SL40 '
' Afd hdMMAf f .g, f '79 [NA*fA)
- s. ai A1- 6 A'su, Srerwus)r G-29-79 :
sw 9srA Jaxxw - r<x. .s '79 4.SaAGMD NArlin Asr4r : r Sk-C- GSo de/. A
$* fAA9 Yo9/$!C 2 AA - AZ4 0 it-is7(2) Jfed G D. DESCRIPTION OF ANALYSIS / STUDY PERFORMED:
9;risjisr ax OsrrAsMiar OrAs1Jit is A aa is p /pls; l
}{f-JO! - 2,*drAA 44sric .,AJAnsit \
j.sr p . 2 c,"- 23/3 D- 3 &nics WA' m / bis Jahy 4' d r 7lm
$'ast- Sch/AArod ,Ax.ps. r .2/s,*r 2 itixsDr japs.
E. CONCLUSIONS: , J/ dd, 15 - da , = ', " = 16063 ; 3Se = 47100 p'd
- j
.fa.10 a or Al0-3652 3 ()) 1.t '/kl OK, l'
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1 FULL PROFILE SETT1 FMENT GAGE DATA SUt2 MARY 2 PIPELINE DESIGNATION 2s-2 m -1 I TABLE No. l NOTE: SEE FIGURE No.1 FOR LOCATION OF PPEUNE AND READOUT PO'NT i fd DISTAN2E FCM REtuXyJT point NVERT ELE % TON ['u.uct,4jsrCohWENTS ,a j f (FT.) (FT.) o m as 24" l - F-7 9 i b 8.0 623.27 l Ib" 18.o 623.25 14" 16 e23.20 3.O " AS 2s.o e23.33 1.44" 36 as.o 1 t C I i ; i l i I l
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- h MIDLAND PLANT DIESEL GENERATOR BUILDNG :
! MIDLAND, MICHIGAN i
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. PM e 4 o s: 4-CALCULATION SHEET '
/ CALC.NO. /OO'T R Ev. NO, ORI INATOR O*L / /
- d/ ? v CATE ~7" CHECKED
- d' ' ' OATE ~ 7" PROJECT ,
*)A AY Ydf ~
A JOB NO. lAAO SUBJECT d# AE' / 2b""2J b~4 SHEET NO. 1 lff.: 0 A d. } ? . f f* $ 0 l f0 ) U '. & Q 11 - i.4 4 " SK-C- 650 Av. A 0maral-n' Alf : JACi7 (Q45L40 , G-29-79)
- X 38 26"- 2 3A D -i (42. GA4'- G")
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= ~
3'- o " T. t . LJ AY:-2.4" A,- l
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- i. 2M//'7' = 120. .lO ad dpr b32/F7': M8.50 Ad Jp+ tif 1
r ! AAO 520 6/76 l .
.t l1N}UT LATA ELAh
'DATE 06 TITLE : 26->JcL-1 LAST VALVE FIT TC EISLR
' ' PR OJ ECT NUME ER : 7220 fNvN. No. $45440 C/
- f/ 7 /
PROBLFM NUML ER : 1007
. USEE : SJ 1
' ! l LOAD CAEFS : f l i l'f 1i i 8 I j COL COL COL COL COL COL COL COL COL 1 4 7 10 21 32 43 j 51 61 71 80
+ + + + + + + + + + +
1: li E D 2: TI T L E.= 2 6-2 J B D- 1 EAST VALVE PIT TO FIS ER,PR OJN0=7220, i 3: - PRobN0=1007, UNITS =2, i 4: CODE =B31S73,USLh=SJ i S: ANC 1 -2.40 E= 2 7. 9 E6,0D= 2 6. 0, TilI K = 0. 3 7 5, 6: LLS/I T= 2 7 8. 5, Tli LRM= 0. 0, 7: RA=0.9,RB=0.9,RC=0.9 lI 8: 5-5.0 ! 9: 8-3.0 , 10: PAD E 1.0 EISF=-2.16 ll* 4 11: 13-5.0 ' 12: 15-2.0 L e 13: 18-2.12 2.12 - 14: FAD 18 1.0 DIS P= -2. 4
- , 15: 23-3.54 3.54 3 8 i~ 16: 25-1.34 1.34 L !
17: 28-3.0 12: RAD 20 1. 0 - DI S P= -3. 0
# 19: 33-5.0 -
20: 3P-5.0 21: PAD 38 1.0 DI S F = - 1. 4 4 i
# 22: LND *
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+ + + +
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' ggc.w-s 7. . SPECI Al. STUDIES PROJECT ..b l D L A M S _.. # M b __ SHEET 1. OF 7.
JOB:.0 7110._ - . _ . . _ Pt AfJT DESIGN GROUP SYST E *.i .. SER.VicE. .W ATER. SU PPLY._ _. ._ . . CALC NO. ./oo3 . . . , . 150NO. .M-I.69.(O) _ . . R E V NO. 7 A. CESIGlJ DAT A' - B. CRITE Rf A 'OB.f E CTIVE S suis .712c- H-4 81 (C) To show T a A T T H r- sTErsm I)Pipswq Ct. ass Re.V 19 IN Boesep PPi N4 DJE To
# DiFF E12 E.cis At 5 ETTLBtrfBNT Pgpg.'3,G # c.315 ~K. W AU .
NC"c7 W8 cc D E. R EQ g g qeug y7* M ATr El A t *, SA ISS dAks ::, Gv te 70 - A S A, g h3C. S G52 3[E EG .10(a), sEC11 1977. ;jf!.2 4 3g, h Seit k Q.oM ins rqu Mg M7A'TlCN FDt L pro FIL E SLTTLCM N C. REF ERENCES: 6 3 A Q, D AT A J U NE 12.f l979 ) ASM E sac { Ct.jBsecTlex NC* 36 g - CHOC- 19 MElot Ruy D7 f21-7f SNUM { $ 4 5 M +L 3)S R2.-FuLt. PEo >T Fit.E 5(MLP8db/T
= , z . iw
. .m n's :t :.2o se '-
4 5 K-C 475 sca9syco PrPr.it#-
. PitsMLas
- 5) T ARD P 9144 Pt AM - AQt. A C 1
u.1s,(Q) D. DESCRIPTION OF ANALYSIS /STUCY PERFORMED: s 7Re.s GES IN FhO El2O DW F G R. E m \ AL. S6.iTL.C ME N T P t R NC'n M 6tO ! - L(NE A9. E.1 A S T ic AN A l- y s lS . 3 c"/::.c '- o n ro c t 9 : sa w ce WAran. suPPt-x HEAcm - E. CONCLUSIONS: MA At DP fo - A{H :. 56976 j e 3 S c. - 52. 5 c0 E d. . iO (o) Op oc.sss:..s(b) is met . j ' o ', O.K. I ACTION NAME , SIGNATURE DATE h C AI Ctri ^110N Ilv 8.)(AyyAy[poig,g,agee,} [ 4, wp j IJ- 7.h . E e.nt ct:r o en cu4yg4 pa e, p,j 3 [gfj g a ,7v
. T.@ 11 - g@ _
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\ ] S14 2. ef 7 w, CALCULATION SHEET .
CALC.NO. OO3 REv.NO. ORIGINATOR b'I M M M {O'E S.d D C)DATE
- 9 CHECKEO D ATE 'M 7 *b '
PROJECT bM M D ! b JOB NO. SUBJECT
~ ""' I SHEET NO.
S A72f-(0 _s Mv .17 g 2.rze..co I 6 Jf7 4.5 ^ g gg,oo EL G16-? or Et. 621.'-9 g ild.N
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_N O__T.1 . : l'1.1 ASI: ItOUT1. Tills QWIP1'I.li COPY TO Citt!C} MC CONNJ:1.1. 13eelit el Power Corp . . . P.O. Box 1000, Aun Arbor, Mich3 pan 4830G At t ent. ion : Mr. R. 1.. Cast.2 ebert y , Re: H3 d1 and 11nd t n 3 E: 2 Results of Tull Prof $1e Sct t i crnen t Gar.c Measuren.c nt o Gen t le:rnen : - Attached brrowith in Sum rio ry To b1(- 14 for full profile s e t t l errien t gnge measurements a n P3 peli ne 30-011DC-191/20-OllBC-3 0 a t the .=ubject project.- In rev$cwing our records, vic have d$ecovered on error in the certurri of Summary Teble n unib e ri n g . Picase reier to 78b3es SA nnd Sit for pa pel ine 20-IIICD-100, t ransm3 t t ed to you on April 24. 1970. Th e er.- t ables shouJ d lie n unib e r e d SD ana SC respect ave 3 y. Very truly yours, ,.- ydb' <-.**vs', /[/S4 7 Y;RU:me K. R. Be3cff 1:n c lorsu r es SL) ~1 C-)WC R ROAll NW7 ON LJPiT f-7 i A1 t S MASS C)~dil54 C-317'- 24 ** 3 5 8 3 8 8 % S t t t t 18 9 8 9 T 3 f t f T*3
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IILIIY I CI- D A'I I 3: l'1 T P :'~l 1:I T 3I!!;l Et.CVATION OF PtPH tMF BEcuTtt PowEn conron ATtott--.1dLJ5tHVF.RT AG Sunvt.YED NT RE DY ADDUT KliMT s zc..o3 Fr -
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READOJT pot.NT WVERT (fO L. ELEVAT lot 4 COMMENTS (fI) Rs.F - 4y 0 G35.OG
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S uM # Q 4 442. Gl2i/-c I N PU T CAR D IMA G ES NEUT AFD 1 11 21 31 41 51 61 71 S EQ . + + + + + + + + 1 . RUN LDCASE=THRM1, 2 . RUN LDCASE=WT1, 3 . HED TITLE = MIDLAND TURS BLDG '. 4 . VICE WATER PUMP 11-OH3C ' 5 . F R OJN C=7 2 2 0, F F 0 E N O=10 0 ? ,' 6 . U NITS = 2, CO D E;3 315 7 3, U S ER: ~ 7 . ANC 7 -2.50 E=28.3E6,0D=36.0fTHIX=0.. 0 . FA=0.9,RB=0.9,PC=0.9, 9 . LBS/FT=565.57, THERM =0.0 10 10-3.21
. 2.25 11 . 20-E-2.28 2.d 5 -8. 8 3 c.13 S?
12 . 30-8-2.28 5-8.83'- 13 . 40-8-2.28 5-8.83 14 . EAL 40 1.0 DISP =-6.96 15 . 50-8-2.28- 5-8.83 . 16 . 60-6-2.2E 5-8.83 17 . RAD 60 1.0 DISP = -6.72 18 . ._57-5-7.73-5 % 3-11.421 % D 19 . 70-2-4.32 25' 1-10 08o & 20 . 71-0-9.83630- 0-6.68 a575 OD=26.0,THIK=0.375, 21 .. LBS/FT=278.57 22- . 80-7-3.49 1'M' 5-1.95 G il b 23 . 90-6-2.28 5-8.83 24 . 100-8-2.28 5-8.83 25 . 110-6-2.28 5-6.83 3*' 26 . 120-6-2.2E e t. 43 5-8.83 27 . 130-8-2.28 5-8.83 28 . 140-8-2.28 5-8.83 29 . EAD 140 1.0 DISP =-3.00 30 . 150-8-2.28 5-8.83 31 . 160-8-2.28 5-8.83 32 . 170-8-2.23' 5-8.83 - 33 . 180-8-2.23 nn,,; s 5-8.83 34 . 189-7-5.75 5-2.84 L
~ 35 . 200-10-10.44 0.593 36 . RAD 200 1.0 DISP =-2.52 37 . 210-10-0 0.546 35 . 220-10-0 0.546 39 . 230-10-0 0.546 40 . 240-10-0 0.546 41 . 250-10-0 0.546 42 . 260-10-0 0.546 43 . RAD 260 1.0 DISP =0.0 44 . 270-10-0 0.546 d5 . 280-10-0 0.546 46 . 290-10-0 0 546 47 . 200-10-0 0.546 4'8 . 310-10-0 0.546 49 . 320-10-0 0.Su6 50 . 330-10-0 0.546 i'1 . 340-10-0 0.546
_j 2 . 350-10-0 0.546 53 . 354,-4-0 0.218 L 54 . 360 6-0 \ l
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I 1 SNund q 4 5 H L2. G/ij74 l 55 . FAD 360 1.0 DISP =-5.28 56 . 370 10-0 57 . 380 10-0 58 . 390 10-0
~59 . 400 10-0 60 . 410 10-0 l 61 . 420 10-0
, 62 . 430 10-0 63 . 440 10-0 ' 64 . EAD 440 1.0 DISP =-9.12 L 65 . 450 10-0 66 . 460 10-0 67 . 470 10-0 68 . 480 10-0 69 . 490 10-0 70 . 500 10-0 -
,,71 . 510 10-0 72 . 520 10-0 73 . RAD 520 1.0 DISP =-3.12
_74 . 530 10-0 75 . 540 10-0 76 . 550 10-0 77 . 560 10-0 70 . 570 10-0
'79 . 580 10-0
?O . FAD 580 1.0 DISP =-5.40 61 . 590 10-0 62 . 600 10-0 63 . 610 10-0 84 . 622 12-2 0 65 . EAD 622 1.0 DI S P= -0. 4 8 86 . END
. + + + + + + + +
86 CARES IN INPUT DECK 86 CAPDS IN LOAD CASE THEX1 86 CA?ts IN LOAD CASE WT1 O WAPNINGS O EFROPS 0 FATAL EEECES
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. jW 4V tr.s FULL PROFILE SETTLEMENT GAGE DATA S f[ TABLE No.- 12 PIPELINE DESIGNATION _26-E30-M & l LOCATION OF REAOCUT POINT rase. e-t se . f e e w e er pu , s...,e.....
'1
{ ELEVATION BECHTEL POWER CORPCRATIONOF PIPELINE INVERT AT READOUT POINT AS
- 625.94
_E 'M8 p N3> 13 . DISTANCE FROM INVERT fi READCUT POINT ELEVATION COMMENTS %* g? 3P.e l (ft) atsw (ft) q ! INegas ff 0 C2c.of M t.et ' (. j . 10.0 625.77 All Field Data Collected [Ae 1 I 7 and. 8,1979 i ko) 30.0 - 3 12. i 625.49 fl i ii 50.0 625.41 l -G '43 , 70.0 l -7'4 4
' Isn.4s' 622.90 i E
M 90.0 622.89'
-l - 4
- 4 ;
l [ 110.0
! ~ 6 '7 2. ;
623.06 h '130.0 l 623.12
- 4*68 l 150.0 } -3.Sf.
623.09 O 170.0 623.10 l -4 '3 2. i 190.0 l -4 2. 623.06 M 21 0'.0 623.06 l -4 C7 230,0 622.72 l-54 t j (2.so) 250.0 - l-g.'/f
' l622.57 ~
270.0 l - 10 5% i
. 622.56
! (2.9o) 290.0 - t o . Gg 622.58 (310 310.0 0 -10 4f i 622.55
- 3 0* E0 330.0 622.60
"'IC ' t o 350.0 l622.64 kb 370.0 622.78
- 9 7 2.
6SU 3'0.0 9 ~ 2'Ok [ 622.87 410.0
- G .5%
- 622.75 e b 430.0 ~8'40 i l622.81 k b l 451.5
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INPUT CARD IMA GES FUT 61 71 11 21 31 41 51 ED 1
+ + +
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4 TO U C1850_16-CR C-*5, P E 0Jh C=72 2 0,2R C5 NC=100 5, 5 . , UNITS =2,CCCE=E31S7,3, USER =! 6 7 7 -2.5' E=27.9E6,0D=36 0,TFIK=0.3~
. ANC FA=0 9,aB=0.9,RC=0.9 6 .
9 . 10-3 21 2 25 10 . 20-8.19 5.73 91 . 30-8 19 5.74 12 . RAD 30 1.0 EISP=-6.48 40-8.19 5.74 J3 . 5.74 14 . 50-8.19 15 . 60-8.19 5.74 15 . 67-4.62 3.23 17 . 500-8.1,9 5.7c 18 . 3AD 500 1.0 DISP =-5.28 , 67 71 1.721 -3.0 2.uS7 L CE=76.0,TRIK=0.375, 19 .. 20- . LES/FT=278.5 21 . 80 5.28 7.54 90 5.74 8.19 2.2 . 23 . EAD 90 1.0 DISP =-6.72 j l 24 . 100 5.74 8.19 25 . 110 5.74 8.19 26 . 120 5.74 8.19 27 . 130 5.74 8.19
. FAD 130 1.0 DISP =-3.96 2.8 29 . 140 5.74 8.19 30 . 150 5.74 8.19 39 . 160 5.7u s.19 32 . 170 5.74 8.19 33 . PAD 170 1.0 DISP =-4.20 34 . 180 5.74 8.19 35 . 190 5.74 '
B.19 36 . 200 5.74 2.19 210 5.74 8.19
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LISP =-5.4 38 . RAD 210 1.0 39 . 220 5.74 8.19 40 . 230 5.74 8.19
'41 . 240 5.74 8.19 42 . 250 5.74 8.19 43 . FAC 250 1.0 CISP=-10.56 44 . 260 5.74 5.19 uf . 270 5.74 8.19 u6 . 280 5.74 S.19 L7 . 255 3.09 4.41 L '
48 . 290 5.0 49 . FAD 290 1.0 015F=-10 44 300 10.0 __50 . 51 310 10.0 *- 52
. FAC 310 1.0 DISF=-10.8 53 . 320 10.0 "3 - ~ 3 30 10.0
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340 10.0 350 10 0 360 10.0
~~
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+ + + + + + + + +
73 CAFCS IN INPUT LECK 73 CARDS IN LCAD CASE ThRM1 73 CAPDS IN LCAD CASE '4T1 0 WARNINGS 0 EEECPS 0 FATAL Eh?CRS
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fic7 SPECIAL STUDIES pf%g i o p 6 PROJECT ___. M lad.) ../IM/I_ I .... .... SHEET _ OF
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REFERENCES:
- s. au. sicr..d, k.ucrios-de 2.)(1301 Aurs JAClG@suxQl3f'16
@x.F2) s-2 3- 79)
- 3. Ai Al - 7$14 Aorfir Ostrxsxcar Css / fATA - TAs. J3 '79
' 4. Saxuf.9 A'Nxik/J /s.7/fis :
SK-C- G50 Jed. A
$- fAA9 b*s$ddo JJ - kArA -0 M-167' (a) Aad. s O. DESCRIPTION OF ANALYSIS / STUDY PERFORMEO.
Shrsissrrax. dirruxxxt frissJn is ,dusiso Asise p 1 z ' 1 0 1 - 4', s ra x L e s a r fe jsAxisis .
,bst ,/s : 10- Oh'80 .2 7 - kuics %6 rex Ja,wy //sspsA /Iwt A6"- oHAe -ff i% fik ,6 " ,Pr'afx.
frdtJArex, CooxxxJ (14.e J-2CA ) E. CONCLUSIONS:
)yjalajo?Y A0 " Y : * ; .2$$$0 $ c C k$000f/?
/a io -, sc-ssex.3 (i) n Ac/ .. ae E
E ACTION f JJAME _ SIGNAM E f ,_ DATE c^n un ma>u uv y,ayfos Acaysd (foi A iseae.s ) B l
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1
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SUMMARY
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NOTE: SEE FIGURE No.I FOR LOCATION OF PIPELINE AND REACOUT PCANT DISTANCE FROM hfAa, READOUT PCINT NVERT ELEWTCN o CohedENTS {FT.} yo') A l ; c / M E d f.? (Nf (FT.) 0 623.27 /.16 ef - i 3 - 79 i eo u? .83 5 7 +.w , .. ,n n .. 20 20 o 30.0 e23.2s 9.9G" 30 40,o e23,24 to . 08 " 40 50.O 623.29 9.JB" 50 e23.4s 7.44" GO so.o 623.70 4.86" 70 70.0 Q.- I Y '
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. CALC.NO. E ISC C.tO.
M l67 (C) REV NO. E A. DESIGN DATA: 8. CRITERIA / OBJECTIVES: TO SHOW THAT T/IE hPIPin4 ct AGS Sh rs . STee.sses id SuRiaD PiPiNQ 72.2c M - 4 8t (Q) 52 2.V 15 . @ 78 DiFFE.EEMTi A L' St.TTLEW7 Pipt ** 2. 6 ## 5% " MC M. W41 L T DE MG MuiEEgg97 A 155 . 4 l 2 ASME SEC.lll BkPVCoDE M ATLt A ST M uc, .g.g [g gg (s ogij (1977) NC' 7 0
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C.
REFERENCES:
Futt Fee rtL g GETT LE MENT hASME SEc $ , 50e>SECTIC4 NC C- AGE CATA - IJANU AR. 79 1977 J.) ME lot Ruu
- M sesion F2.
b) s 4 R I Fot.t.54um PROF LE Q 37 M 52 D i , SET 7LK.MCAT G AGE DATA Fits s D-nao.e DT ilnh 9 M SK .c-475 sun $e.sr.D PipEuwe s) w eo e m % Pi.4 ' ~ s 'P a
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D. DESCRIPTION OF ANALYSIS / STUDY PERFORMED: LINE AR C LASTl0 AMA{,,N SI S To DETE.R MINE OtFFE.R em ) AL S ETT LE.M t.ut % Tresses tu FW e.iec Pt9t NS . 2.d>"- IJ ISD -2 SE.R9 tc8 W 47E R., EggM LiW C . E. CONCLUSIONS: [Mg T b,p,go : ~3~ $10 6 ) ASc: f ] {c o p,c{.
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1'* 5 l 6 ACTION NAME / SIGNATURE DATE l cAtcutAriosav cascxsosy
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. END
. + + + + + + + +
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REFERENCES:
$1'bE OATA - APRIL l929 I) ASmE SEC. .zt, Su8sEency ye
/72 lo/ RUN' .wutil'$ G23P53 2)6*** F-2/4-w19 Wa g/9/79 .
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1)BeC//751 t.// win
- SK-d-675.
SWAVE YEb P!!El./46 floFILSS. 5)dEC//TEl BAAW/ACS * /fi-/69,jf-4id
/fl-/b$, /fl-I?3 .3//-2 REV. S., e-ti
/
D. DESCRIPTION OF ANALYSIS / STUDY PERFORMED. DIFFERENTIAL SETTLEMEAir STRESSES /A/ BuKIEb PiPIN(r - 17/E tot - Ln/EAA Et.ASTIC i4M9L}/5/5 sq2e -. oygc-m : suvu wara sano um mm 2surca M-
+ /uL &Db. TRAIN A To VALVE 21.
E. CONCLUSIONS: Ax = = I5246 gj 3 S e= S2,500 pa. 7@ u.
- EQ. (loa.) of Ne-34s2.3 (b) .is nor Exisena.
ok n h ACTION NAME SIGNATURE DATE B c^wn nnw ur E.;;* mARuT/% k.V. D/AmY) G.E /71.42urff-<h M. V Sr/Ami'5' ll- 6N70 I <...i co n e -
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CALCULATION SHEET
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CalGINATOR (./. / ."*a./p3O lf .
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DATg # CHECKEO lIIllW A OATE U*
- PROJECT .
i s-- s h . o. e ^! soe No. p f, -!***/.~* -l[,. l / '/ 9 .b SHEET NO. l
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.. f427~ (inch
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v 42c 9y -I oe 34 s~. 5o f 2g .Jis b1b
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f 31 :9f l Us 9, 624. /4 62.r TS - 5 's \ 3 72. t ' ^3 0 I 6 26 or 4 :. 5 7 5 w ;I c,:.r.gi r. ,o
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;so ;
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S. ae ' 2yr n 70 g2.g.IC b. 2t s 2.u o s9a ' 6 2r q - 4 36 ' 2. = C J/O (' )r . / f. - (3 2 y O'd X T30 [.5~9 61C. 2$ : - 5 . 2.e z.= r
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D Typ 4p+j79 FULL PROFILE SETTLEMENT GAGE DATA
SUMMARY
13 26-OHEC-16 TABLE No. PIPELINE DESIGNATION Baser.cnt Servf ee Water Pudo Structure LOCATION OF READOUT POINT ELEVATIO'N OF PlPELIME INVERT 626.06 AT REAbouT POINT AS SURVE ED BY , BECHTEL POWER CORPORATION b INVERT DlS'TANCE FROM - COMEm READOUT PO!NT ELEVATION - (ft) dY o/SP. //A) S/ (ft) AllFieldDataColleebedonApril , 355 1 0 626.06 626.03 3 and 4',1979 r 10.0 30.0 625.94 l -/.08 i 945 ^ 50.0 626,25 , 70.0 626.17 f 626.1-1 - 3. Sfo 330 90.0 t l 110.0 6'26.33 , 626.51 Y 4 . 3 [s
'320 l 130.0 -
+ 6. M - f 3/5l150.0 '626.52 l170.0 626.46 l 190.0 626.33
.!210.0 626.17 '
2}$l230.0 626.01 l - Yd8
'625.92 l' -
I250.0
'I l270.0 625.87 l290.0 625.83 625.78
-3.2f 275 13'10.0 I
l330.0 625.70 '
! i 350.0 625.55 l390.0 625.35 Note 40 f t. incre:nen t
~
! - 1,32 ;
255 410.0 625.34- ! l430.0 625.29
!450.0 625.21 625.18
- d. 2 4 ,
E 240 !470.0 l490.0 625.17
. C MIDLAND PLANT-MIDLAND MIDHIGAN t .s.oi rf"HNer*At sN tTI-d Mt:NTATICN ENGINEEnG ,
* - p -* ;- . - e.' , , - . , . . - . . . . . . .. . , , ,,
- - -- - w 1,.a.y=yarr71*I1r* g Yi o y,c VS2M -h ,ry r f_^'s 3 p p g ;f;; -yFg .f{ ]
(Q
. O i
'*J . D FULL PROFILE SETTLEMENT TABLE No. 13 po LOOATION O.~ READOUT rolHT_p.ew ene serviee unee ~
en senieture BECHTEL FOY!En CORPO.* S SURVEYED
- - ATION_626 BY l$ O! STANCE FROM
== p,p, ,R,EADOUT PO:NT IM era .
--i evv (ft) ELE TICN -
I COMMENTS - j _230 33g'O 1 62s.is . d I A se. b v.) 5'o o
'1 -
sn. ,s ' Go 24 sno n I sn . ,, -
. 476 n j -
2/O 590.0 -- g . 625.56 610.0 - 630.0 . 625.4a ~ - /.4F
-20l 653.n j . 623.33 I
[
,w
?
O
- [
[: . 1 2 __ 6 g
, c .,
IDUND PLANT-bilDLAND MICHlGAN i Egi'1W va~ve , ,w- ,, _,
-'4 -
i 1 i
, - , - - - , , . , - - , , - , _ - - ,-,+-e,,--- - , - , - -- ,,w,,---- e, ,- ,-rw--w - - , , wwwww w w*w w --v- - - - ~-,='- m en wr ww'w
=
9:yec -g C: % MJ E/'j~" ME101 IN P U T CA P O IM A GES lhPUT CAPO 1 11 21 31 41 51 61 71 aty . + t + + + + t + 1 . ***M-169 REV-5 AND C-1146G REV-0 2 HED TITLE: MIDLAND 3c/26-0M61
-3 . SERVICE WATER RETURN, 4 . PE06NO:222,PPOJNO:07220 5 . UNITS =2, USER =KVS, CODE:S!
F. RUN LOCASE:TMRM1 7 . RUN LOCASE= Wit 8 . ANC 355 0.36 E 27.9E6,00:36 T Ht I.C = . 3.7 ' 9 . 1LBS/F7:Se6.0, THERM:0, R A: 10 . R8=.999,RC=.999, 11 . 353 1.94 4.468 . 12 . RAD 3 5 3-"-- --~ ~ 1.0
~- '
13 . RAD 353 1.0 14 . 350 8.64 5.49 RPOI AM=36.0,RP THIC: 37' 352 1-T 71 ' ~ - ~ ~ ~ ~
~
15 . 3.~2-
~~-
16 . 350345 4.6 11-5.6 17 . RAD 345 1. DISP =-1.08
--to . 347343 -10 1.5 7-1 1 19 . 342 9.71 1-3.2 RPOIAM:36.0,RPTHIC=.375 20 . 342344 1-2.053 1-8.07 21 3 4 2 3 4T --~-T; Q 1 1-3.2 22 . 335 6.48 10-2.17 1 00:26.0, THICKS.375, 23 24 (BS/FT=320.1
. 330 - I ti U . 6 -
11-5.o
---~~~~ -~ -
25 RAD 330 1. DISP =-3.36 2e . 325 -le-4.6 11-5.6
~2 7 . 320 -1o-4.6 11-53 28 . RAD 320 1. DISP =0.36 29 . 315 4.6 11-5.6
~30 WAU 315
. 1. 013):0.84 31 . 310 -to-4.6 11-5.6 32 . 305 4.6 11-5 o 33 300~~ -lti-T.6 11-T.6 34 . 295 -to-4.o 11-5.6 L 35 . RAD 295 1. DISPs-4.68 36 . 290 0
~
37 . 285 0 38 . 280 -20 0 39 . 275- ;2T-0 - -~ - - ~~~--~ --- 40 PA0 275 1. DISP =-3.24 ! 41 . 270 0 42 . 263 0 43 . 260 0 44 . 255 0 L 4 5 ~. ou 255- 1. DISP =-4.32 46 . 250 20-0 47 . 245 20-0 g -. 49 RAD 240 1 50 DISP =-o.24
. 235 g _ _ _ --.2 0 0 -.- -- - - . -.- -.. - - - - - -
52 . RAD 230 1. DISPz-e.24 53 . 225 20-0 5'4 .~~~ 220 20~0
^
.ce: ve. -r c:&tc- b/"/n 1
l
*5
. . 215 20-0 I 5e . 210 20-0 5 7 ' .' #I0~ 710 1. OISP=-1.68 58 . 207 20-0 59 . 205 20-0 __ _
oo . 201 23-0 L 61 . RAD 201 l '.- DISP -4.32 201105 6.0 9.0 L ' 92 --~ . 26-0 63 170 e4 . 180 67-9.0 L e5 . 170 9.0 4 0.0 L oe. nAD 170 1 DISP: -2.28 oT . 160 25.0 56 . 150 20-0 15U"~ 013D=-2,16 60 . RID 1. , 70 . 140 21-0 71 . 130 20-0 72 . ^ RID 130 1. DISP:=2.le 73 . 120 14-3.0 74 . END
+ + + + +
. + + +
~
I4 CA7U5 IN INFUI UEI6 - 74 CARDS IN LOA 0 CASE THRM1 74 CAROS IN LOAD CASE WT1 0 WARNINGS 0 ERRORS ~ o P K Til ERFUIT5 00,PL 93. ( AEE SCRACH, di,4M *ME101. met 01I
***ME1011*** MEto1I/FE805 *** COPE CHANGED FROM 35400 TO 41400 OECIMAL nUROS ***
h
yt y, ,. SPECI AL. STUDIES ~ PME I eF PROJECT 8//dlA/dh -@lT .ONE--- _ __ SsEET _ O r ... JOB NO. . 722Q . . _ _ . Pi ArJT DESIGN GROUP SYST E f.1. _.568v1.de __ WMER . _ . . . . . CALC.NO ... . j C O 4. . . . .. .. 15O NO. d-/67. 4 _ ///-/d 7. .. R EV NO. Y L A. DESIGN DATA . B. CRITE RI A 'OBJE CTiv E S To SHow 1Nar 7//E STRESSES ; J) pipit /G f.' Lass s/EETS - 9220-!71-#1(0.) 'M A'AIEa P//>NG LVE To Esv. /5 . 4/jy? M yr/At. .gra'.viEJVT' fjpg ! ff" Hb. WAtl IflSET TNC $C05 YEGi/itEi7:E!]TS. ; aart : Asms sA-Iss Bass 2, &>. KC-90 AsmE SGcr>w .DQ Ad-36S2.3(f)
- 2) sou a scal < zusnumzunmou E' (' *)
Ftiu. fgomtG SErruid3- /r A2$1s E2s. e C. REF ER ENCES: DATA - MRit I99f i) iistijs Sz-c. 21*., ScissEc7]cW Ne
- 2) ofE Ao/ fuM: Swm # d?38L52 6'Esw F-$ Is-19) yyg:
7/kJ/79
- 3) 3 4 AE R/LL ffoF/L2 SETTLEnf.Nr MGE MTA F/L& $ b-2220-R,GE: 924/19 4)B&*.HTEL Maww& R SK-C-(; 75 .
SUAVEyED ///E/.jMS /bMLE5a 5)sscarEL t/jwus:11-/67, C-Il4G > irH4 9> /rf.173 -S/h2 Lax .T. D. DESCRIPTION OF ANALYSISISTUDY PERFORMED: DIFFEA5NTIAL- SETTLE /7/ENI~ 37RE5555 iA/ BuRIEb i /A/NC. - IME-/01 - LiuEAR ELAs' Tid AMalySIS. . gg"- oggc g4 : 3sev1CE wAriK RERRW FRom UNIT fl 19281V5 BUR 04 To '36"-OHBC-% . E. CONCLUSIONS:
=
A,Ah = 2f445 g j 3 Se = S2,5x. p (q;;gx{ o. S
, Ee. (tosJ of uc-3452.3 (k) is por wnn. :. ok s
I E ACTION NAME SIGNATURE DATE k~ C^t Ctut ^180.4 uv Q f' 777)Q(jf & }, jf[g) '
& }&) (& S. g[.pg$) ff,f f l7g
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i l
( i>
, CALCULATION SHEET . o cAi.e. NO.
- REV.NO.
ORiclNATOR
- T- DATE - 7
- 2' ! ~ CHECXEO H ". A - DATE Ii -7 90 DROJECT IDLN D UNIT 1 f1 JO8 NO. O7ho !
sus;Ec7 D44 CSK 26-O & - % 3agg7 no, / S St/O.S
#1-v&f CM S6 HS ** ... . .. . . . 5 % 31 l G t M.co 577z.77 !
fLCo' 3.5 Mo Wo gT, . [ 90 M '6 1 2' eg ff St.oo f25 l 335 E .Cs 7.33 , 5 5I 64.0o l
~E /b4.00 . . . . . i "7 o f..
L- A '( Wo 40 - b .14 lb 60 M .w L sY At < <_. (, o - G .-l t, (pgo - 3 4% , y.4- g g,oT
/t -5 64 ydo 31 1A %.12.
SO 'diL (,7 0 C4 'I l G T5 !. 41 ' 90 ~~ f-44 9 (,o -- 4 4+' O ~5 7 5 ~53 706 To 100 i10
- 3.Ts 4
'. 9 4 6 50 - 3. O - 4%9 760 'C e40 - 3 6'O ,t.4-19 3.it 6 50 13o 2 .6+ 6 to .3- 1 L oM . -7 60 . . !
14o 2.16 4 to LA C 160 - j .9 t boo 2% 0 5(. tO po - 2 . 2.3 57 0
/70 - 2.TV 5To - 2.40 o s +T . _ _ . .
, (To - 3.Go 570
- S. %
l
\ cib -3 % Seo o . (, o
>Qb - 4 .8 L.
210 - 5 40 5 40 -4A4 0% 220 6-36 C3o -6.% 52o -G.4o - t . gc, 24o mq A4-AAO.920 6/76 M5 - 1 to Em -63 -o . u
( .; v
< CALCULATION SHEET l CALC.NO. 1 co 4 REV.NO. l ORIGINATOR D* DATE CHECKED O*l DATE N*'7"? l PROJECT ID D U N '? I IL JOS NO. C71'2 a
;UBJECT b b . .
~O
~b SHEET NO.
. ..-.. 4_.._...
E y22-77 55154 o o
.537 u -4 % % 61 1. . .
7,h 1Dh a
) .. . -.-
i _ L=. M'7-I$ . _.
, .. ._. . O.32 . s . ... .6._-_.
- b - k _,
_ _ _ _ . . . _ . . . . . _ - . . _ __D b ..? . t. a
' 4 19&
C.. Q& .. . . . . . . . . . . . . .- . .
, - _ . . L h . . __ .. . -_. _. _ _. _.. ...
50\ . ..
-34 ... ..
. . . .. . . . . . . . .. . _ . . y_.. . _ . . . ...
r !
.l _. _ . . ... . .. . _ _ _ . .. ._
t i
.....-.....__f...__....
I i 1 1 . - . . l ASO.Q20 6/76
- ~ -
( ,
, CALCULATION SHEET CALC.NO.- I O O d REV.NO.
ORIGINATO9 - DATE 7*1I~79 CHECKED Af # DATE lI 7 DROJECT M % hi hh U M ' "f I Y1 JOB NO. o711.0 SUBJECT SHEET NO.
/
4X AY d V- L
._ / 34.7f TO 00 p.60 - 2 6-(, L. /0 / 44 9 %
sc.cs ' ss w -. -- j l 3 6.11 265 -ll-6.(, - /c.- 4.6 ao.o l pn su. w ,
?% - /-S.64 3 -o C4% . so 4b . /.7 t. .. . . . . _ . _ . . _ . ..
2A . _. ..4'4 y x 4-? v4 . . 70 . 44 95 ylX 35.n 7... s. G
--ee.
. G .+ 6 4@Se me e ..he et e e
1 1 AAO 520 6/76
.y;' . ~
[7 FULL PROFILE SETTLEMENT GAGE DATA
SUMMARY
h~ A }1.4 l 7Q .
. TABLE No.
II PIPELINE DESIGNATION 26-OH3C-54 LOCATION OF READOUT POINT Basement Service Water Purao Structure ELEVATION OF PIPELINE INVERT AT READOUT POINT AS SURVEYED BY BECHTEL POWER CORPORATION 626.06 .- t DtSTANDE FROM INVERT ' COMMENTS . READOUT POINT EL'EVATION , , a/;J." (ft) (f t) - hY asp. //a.) Al1FieldDataColleededonApril" O 626.06 20 20.0 626.04 5 and 6, 1979 l - 0. /2 40.0 626.15 60 60.0 622.99 -
. l -5.52 .
622.86 80.0 ,
~ '
, 10 0 100.0 622.71 - -8. 88- -
120.0 622.60 - - ,W2 [20
-Y. ib
/40 140.0 622.62 -
160.0 622.70 180.0 622.85 200.0 622.95
.' 220.0 623.05 ,
240 240.0 623.10 - l - 1. 2 i. 250.0 623.06 290 280.0 622.95
- -dO '
- 300.0 623.00- -
320 l320.0 623.16
~ ~
'I '- 3.48 ,
340 340.0- 623.16
~
- 3.4F
%O 360.0 623.20 .3.00 !
' "- 380.0 623.16 l 400 400.0 623.10 - Y. 2-
}
l 420 420.0 623.25 - 2.1 440.0 l. 623.25 : k df,0 460.0- 623,22
~
- 2. 75 N 480.0 623.01 .
J j 0 w MIDLAND PLANT-thlDLAND MICHIGAN - ET [. . e f~. . 'l . ~ :-7 Lt J: .. .n rr,- ca. .vu i . . .:.~ w o. c .-w m .
'D _"A,, ghh gge _
.m'-- "
3 _ _ - _ _ ' c__ _ _ e
- w. m*
i e 4l2.4l~M .
~
F. _ FULL PROFILE SETTLEMENT GAGE D! i - ! W TADLE No.- 11 l
- y PIPELINE DESIGNATION
- 26-ORBC-54 l" LOCATION OF READOUT POINT _ Easement Service W ELEVATION OF PIPELINE INVERT AT READOUT PO
! BECHTEL POWER CORPORATION: 676.nn
<~
.s
-6. -
DISTANCE FROM. INVERT i READOUT POINT ! u
$0' (ft) ELEVATION COMMENTS -
~
(ft) - Soo J 500.0 AY o$P, (/ .)
~
622.92 _520 520.0 623.00 '
-4.30-540.0 -
623.08 - -
' 8.40 560.0 t -623.17 * '
520 580.0 623.25
- f.4 l'
- MO
) ~ 2 600.0 623.26 620.0 623.19
- .2. 28
. 640.0
. 623.15 660.0 . .
I 623.08- ' 690 690.0 - 622.91 I
,l i
-5.18 1 .
a 4 l _ I i . i R ' i . z - i e i w d - MIDLAND PLANT-fdlDLAND Id!CHIGAN j a , _ GOl! .
~~ -
- . .:- -- g --
- f [=~-
~ ~ [ "~ ~.' .T:- - l-_
l 1 S M J t' Q 3 5 L 5 2- l/ !/~T ME101 INPOT CAR D IMAGES ZNPUT '
' CARD 1 11 21 31 41 51 61
~
S EQ . + + + + + + + -
- 1. . RUN LCCASE=THRM1, 2 . RUN LDCASE=WT1 3 . HED TITLE = IDLAND SEEVIC:
4 . TUPN 26-CHEC-54, 5 . PROJNC=7220,PRCBN0=1 6 . US ER= SJ ,0 N ITS= 2, CC DE: 7 ANC 0.36 E=27.9E62 0D=36 2 0,E:1
. 1 8 . LES/FT=565.57, THERM ='
9 . PA=0.9,RE=0.9,RC=0.9 10 . .214-8.076 -11.53 11 . 20-4.856 3. 4 ' 12 . RAD 20 1. DISP =0.12 13 . 30-8.1926 5.736 14 . 40-8.1926 5.736 15 . J46-5.186' 3.63 - 16 . 800-5.186 3.63 "C D = 2 6 . 0.,_TRI K = 0 . 37 5 , 17 . LES/FT=278.57 18 . 46 51 1.72 -3. 2.46 L OD=26.0,THIK=0.375, 19 . LES/FT=278.57 20 . 605.41 7.73 21 . RAD E0 1.0 . DISP =-5.52 22 . 705.736 8.192 - 23 . 80 5.736 8.192 24 . 10011.47- 16.38 , 25 . RAD 100 1. DISF=-8.88 26 . 12011.47 16.38 27 . RAD 120 1.0 DISP =-10.2 28 . 14011.47 16.38 29 . RAD 140 1.0 DISP =-9.96 30 . 16011.47 16.38 31 . 18011.47 16.38 32 . 20011.47 16.38 33 . 22011.47 16.38 34 . 24011.47 16.38 35 . RAD 240 1.0 DISP =-4.2 36 . 26011.47 16.38 37 . 28011.47 16.38 36 . RAD 260 1.0 DISP =-6.0 39 . 30011.47 16.38 40 . 32011.47 16.38 41 . RAD 320 1.0 DISP =-3.48 42 . 3357.75 11.03 L u3 . 3u0 6.53 44 . RAD 340 1. DISP =-3.48 45 . 360 20.0 46 . RAD 360 1. DISP =-3. 47 . 380 20.0 48 . 400 20.0 49 . RAD 400 1. DISP =-4.2 50 . 420 20.0 51 . RAD 420 1.0 DISP =-2.4 52 . 440 20.0 53 . 460 20.0 54 RAn 460
. 1. DISP =-2.76
s a u - q s s ts 2_ 7/ulm 55 . 460 20.0 5'6 . 500 20 0 57 . RAD 500 10 DISP =-6.36 58 . 520 20.0 59 BAC 520
- 1. DISP =-5.4 60 . 540 20 0 61 . 560 20.0 62 . 580 20 0 63 . BAD 580 10 64 DISP =-2.4
. 600 20.0 65 . PAD 600 1.0 66 DISP =-2.28
. 620 20 0 67 . 640 20.0 "68 . 660 20.0 69 . 690 30.0 70 . RAD 690 1.0 71 DISP =-6.48
. 14801 a.856 -3.4 72 . END
. + + + + + + + +
72 CARDS IN INPUT DECK 72 CAPDS IN LOAD CASE THEM1 72 CABDS IN LOAD CASE WI1 0 WAENINGS
~
0 ERRORS 0 FATAL EBRCRS
- D,P L 93.
EE G RACH. 2T,KM *ME101.ME1011
- M E 1011 * *
- M r.101D F EB 05
- COBE CHANGED FROM 35400 TO 41400 DECIMAL WCEDS ***
=e i
-3'.!;j' SPECI AL STUDIES Pf4c, G. I cf 4-PROJECT _.b hl..A_ N . I QNI SHEET \_ OF .
JOB NO. . ..._7. & L 0 Pt AtJT DESIGN GR'OUP I SYST Ef.1: 5 s_R_.y! c E . _tOATER- -'R. N AM : CALC.NO. ___..._. . . . . . . . . . 110 NO. N- . lla.*7.I .k)i_ . . ._ REV NO. 6 A. DESIGN DATA- B. CR IT E RI A/O B.'ECTIV E S l SE. ro s we w r44 r- s m r n.sw h Pl PI ,2.2_ MT CoL- ASSm - 48 I w ;4 sTRazrss Lv raua. sed Pf Plaq y, m,y ,% c,x , Ptps : 8 '# S c-++ 4 0 ) (0 : 8' ' S, ,
& =. o 3 ?-2." AsMa s ec.. I s t N C ac.52. 3(L,s NATL. S A- 10 6 GR . S sc52. . (1 O a.) ; I S'7 '7 2 }. s oit., 4 R o c x lu smue ra ri o u 1.E % :s B S c l=U L t PfuI:lte . S e e ^^ Ni-
@@ +ATA , TNVhy M C. RE F E RENCES-j gg_LIN E c_.cp ra goc sr:Iua.veyeD LG.
?!Pe Plpsy PLAM- Am C. 1 2). /AfDM - I fo 7 (dQ)(. /
- 3) SJ$RL M T:A 8 8La s b - 2.2.2. o - 2., 3T- lf 2.3/73 j
+) A s/ w a 4 PV c.oe, Sec.113 1977
- 5) M E Io1 RVN: VM*[df 6-IL-M -
SNUM; l/ g,gtl {va1524/<3y 1 e) 37-D. DESCRIPTION OF ANALYSIS / STUDY PERFORMED: ' M.r e s tN E U f M E.2) P IPI N g 23 u e To 'D i l: it sTtem T/4 t d5s TTL e m.cAJT -.- L wnR., EL.A A 7 i <- bh>'M , 8"- I HP2 C - 3II ; Ss R.vi c s kl ATC R. % E ru R M I:Rc M b m E-( U"M 00 W . i E. CONCLUSICNS: .
%pg=^ 3
- 2.3,7 8 3 P.s t' ; . 3 Se = 4 5,o o o y d r
e s. (l o a) or: N c- 3 c n . 3 ( 6-) i s ^* r , .'. Ok, l E ACTION NAME SIGNATURE DATE ! ! h C^l Cut AflO?J UY (, hg% Q*"{f , f, '[ ll-[=hh o.t ca n to pgra bygg '
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- CHECKED *
"t/f M ATE
~ ~
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7- FULL PROFILE SETTLEMENT GAGE DATA SUMMAKT g, s u.. 3.H 8-IH3C-3II ; EA P!PELINE DESIGNATION TABLE No. LOCATION OF READOUT POINT See Attached Ficure 7 . ELEW. TION OF PIPELINE INVERT AT READOUT POINT AS SURVEYED SY 634.75 l BECHTEL POWER CORPORATION P Yf7* ll, $N _ , + , INVERT 4V D l DISTANCE FROM COMMENTS mm i ; READCf)T PO!NT ELEVATION (ft) (ft)lDER@ ^ 63s.5T All field data collected on -9 634.75
@ 0 Sept. 11. 1979 - 3 55 [
(id) 10 l 627.43 C.ts 17 l f
$ j 15 627.42 l .
-9 (T5) !
-874
@ 20 627.44
-7 32.
h' F. !
@ 25 627.51
-4 %
(33 30 627.63 V < f
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_ . __u . ME101/G4 HE101 . INPUT CAR 0 IM A G. E S INPUT CA.R0 i 11 21 31 41 51 61 71 SEQ , + + + + + + + + 1 e** M-167 REV.*8 AND SX-C=650 ==== SEPT 79 OATA 2 . WED 3 TTTLEsW1DLAND 8 = l HB c = 31 - 4 PR08N0m ,DROJNCa 722, 5' I RUN UNITSm2,USERuCS,CCOE2SC: 6 ANC 7 LDCASEnlh3Mi 7
, -9.0 Ez27.9E6,C0a8.626,THICa.
THERMS 0, ras 999,RBs,999, 6 . 10 3-0 { 9 . RAD 10 1.0
; DISPa=8.88 to 15- s=0 11 . RAD 15 1.0 . 0! spa =9.0 12 , 20 5=0 l 13 . RAD 20 1.0 l 14 .' 25 Sao OISPs=8.76 15 , RAD 25 1.0 16 . 30 5=0 DISPa=7.92 17 . RAD 30 1.0 18 END DISPu=6.48
. t + + + + + + +-
18 CARDS IN INPUT DECK 18 CARDS IN LOAO CASE THRM1 . O WARNING 3 0 ERRORS 0 FFTAL ERRGRS FTEE 3CRACH. AC HARNING 100000000000 KGTe<M eME101.ME1011 oceME10 t' ! * *
- ME101I/FEB0 5 000 CORE CHANGED FROM 37044 TO 43044 OECIMAL WORDS ***
L k
l 8 g- PIPING ANALYSIS CHECK AND COVER SHEET o we, / SPECI AL STUDIES PROJECT: / 1 Add //a/4-2 SHEET OF JOB NO. 72 2 O PLANT DESIGN GROUP SYSTEM: 0~dosdJ M 1 W M j's Evr . .
. CALC.NO. 1008 ISO NO. /-167 %) REV NO. 8 A. DESIGN DATA: B. CRITE RI A/ OBJECTIVES:
r; shs H I /Je s/seau
- 1. Asia % Smr: j f-4 e i f w. i e -
de 4
,;, jnu e J A,', -y (Mac-Je.14,) d e,&I se///e,,w, / aea/
A,,, S e " Sex. 4o j,fsc^r?Y5c?sss.3@) 3 fal. I. : Abit - SAlos Gn A 0.9. ,,, , ,c, _ , g 3gc
- 2. Salz $ kocx . AJfAaMzdra1Iod -
C. REFER ENCES: 1.JJMZ fact 2. 0.d2Jcroh/-50 i ku ldof5s 0srfxJMsdf SACS AfA S VSNGO(fay:Q4.$ LOG
.2.jffjoj)far, (Vfd. G4 &llLl50 fJ.$ 60 )
0""MAH - &'1: 11 ,7'9
- s. s us- 6 Asrizz Jirrizx.u<
E x t .i2rrA - Jzs t. J J '79 4.daA/AMD A'/sxias.r Asrixs : SR-C-650 fed. A
- s. Ysip Aws Ass - bra- C
//-is7 (a) fes. e D. DESCRIPTION OF ANALYSIS / STUDY PERFORMED:
9:/rswrIAx dirrxsxur dixissa la ,daxkp /p//r ~
}{A-1O1 - pssag fiasric ',ild,uysis pas,/s: S- ANAC Osaacs \ Var.ce brxtr wax
.)2*Jsi s Crs'aArut 0cisx 2CA E. CONCLUSIONS: ,
J/ .L6 7 .,*./ 15 'q'< , = Q" = l134 7 ; 3S e: 4 5000,u,-
- fa. Los or /0-3652.3 ()) ,'s Mel .
., ox E
ACTION / ,NAME j- SIGNAT[g DATE y cAtcuuArton er y,'*u n jb d A IG<o 1 4 / 2 fl.*o"W !1 8C7 catexto av C HAKfMaeJr E,4s A v e U
~ & ,,/d Q fl. 4_ % t 11 TO APPROVED 8Y J. plyg t p_ gJj7 f f _f g_ gg 1
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- CALCULATION SHEET CALC.NO. OO R EV. NO.
CRIGINATOR OM .
' /' C CATE N~b*SO CHECKED ATE l I O -N PROJECT - ')ldil') // -
JC8 NO. NOO sus;ECT 2w M ' 6"- 2 h'A o - 82 ssEET NO. _ _ . .. ._. . _ . . . . . . . _. . ._ / AW= S.. ~ b (0] C'!* 0
'._ __ o e .$ e +5. G 3 0"s 6 '
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cn +g,w-. w w was aca e m w w w w e m m e,w g #. a a # m .ssd FULL PROFILE SETTLEMENT GAGE DATA
SUMMARY
TABLE No. 93 P!PELINE DESIGNATION T-?H3C-82 LOCATICN CF READCUT POINT See Attached Ficure 7 ELEVATION OF PIPELINE INVIRT AT READOUT POINT AS SURVEYED BY BECHTEL PCWER CORPORATION 634.96 . DISTANCE FROM INVERT - hA'A- MTA READOUT POINT ELEVATION COWENTS umW j,7yy , (ft) (ft) 0 634.96 All field data collected nn -I'48 7-10 627.63 'Sectember 11, 1979 l -G. 48 - 10 15 627.59
- G.96~ 16-20 627.59 ~$ W 20 25 627.65 '-G.24~ A5" 30 627.74 -5. 3 G' 30 33.7 627.79' ~4.5G" 34* '
l I I .
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= .
GEOTEXCA4. INSTA_r 'ENTATCN E.%AEiU'G
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<7 sw. - v i sj f u . v i c a-s7, w_,v 3 5_a733, o yv i e gryo ,o'v i g gypa r ovu 14 3?qa r ovo 14 3ago r gvp 123 0' ME101/G4 ME101 INPUT CAR 0 IMAGE $
NPUT tRO t it 2t it a t_ 61 71 M! SE3 . + + + + + + * + 1 . _2 3 [ *** REF. ORAW. NO.1 8 9=167 (G) REY.S LINE NO. 8'-2HBC=62 _J =. *** REF. 90fL t ROCK ins?RUMENTATION aFl!LL PROEILE_3ELI' 7M:Nt_ GAGE 6 . ***
SUMMARY
a TABLE NO. 96 = OATA COLLECTED ON: SEPT. 11, 1979 7 ; 5 . HED TITLES SERVICE WATER QUTL 9 , FR. DIESEL GEN. COOLER 2E 10 . USERaVINHSON,
,11 . PROJN0s7220,fROSN031008, la . UNITSz2,C00EsSC374, 13 $ RUN LOCASEsTHRH01, . _1 4 , RUN LOCASEsbT01_j 15 . ANC 7 =6.48 00s8.625,THICxso.322, 16 .
LBS/Fia50.24, 17 . Es27.9E6, THERMS 0.0, 18 .' ram 0.4 R830.9,RCm0.9, 19 . to 3.0 20 . 15 5.0 2'1 . RAD 15 , 1.0 DISPu=6.96, 22 . 20 5.0 23 . 25 5 .' 0 24 . RAD 25 , 1.0 OISPe=6.24, 25 . 30 5,0 26 , 34 3.7 27 . RAD 34 1.0 OISPa=4.56, 28 f END 29 . 30 .
. +- + + + + + + +
30 CAROS IN INPUT OECK 3: CAROS IN LOAD CASE THRH01 30 CARDS IT C7AD CASE nT01 0 WARNINGS 0 ERRORS 0 FATAL ERRORS 8EE SCRACH.
- WARNING 100000000000 IT,KM *HE101.HE101!
l 1 'oME101 t *** ME1011/FEs05 ,6 CORE Ch ANGsU IROM JT044 FD 43044 UaGIMAL WCHUU ***
fT;' . SPECI AL STUDIES PM6 / OF 6
~
eA0;ECT .////.4LASA . t/A//.T ONE . . . . _ _ . . . . SuEtT . OF JOB NO . 22.2O_.._ Pt i.rJT DESIGN GROUP SYST E:., ..SER .L.E_.. _W/IEA . _ . CALC. tJO . _1 C.4 0 . . . . . . . . . tiO NO. ./[/- /h 2 .._ .. REV NO. A. DESIGN DATA B. CRIT E RI A 'OBJE CTIVE 5 , To 3Mcw THAT 7/!E STfiSSE3
})fif/A/G dLASS Sll5275. '7229-ni-48/ (Q) /N BuMIEo //P/ 6 00 5 To D/FfEREhT/AL SE77/2 Rat =NT ^
pipe: 2 " sc3. 40 MEET THE dxa facutRinlENTS. D]A T A L .' A 5 n ] & S A -Ic(o , Gn. 8 AM SECDcW.22T, N6-345z 3 (f)
- 2) So!L 4 Acck Zi/STRulE/./Temw Ep. (ipa) @ g3Q' FnL ffoFILE SETTLEMENT 2 EAd6 D R TA - M All l]')] C. RE F E hENCES:
- 1) ASR15 SEC,12C SV8 SECT)oW N0-I?)E lot duA/,' Swm# Gl3P/2 2)&aw M/&is-14) tg75p : 6/zt,Q
- 3) 54 KZ Fou PfoFILE SErrlEt;EW SME MM FILE #b-2220-R, a4TEb : #24/'11.
4)SMVE YEb.eetrTEL P//fLS6 f/'of/LES.fBwit.G #S
. s)8EWiEL MAwi%5: 01-167 far. 7 D. DESCRIPTION OF ANALYSIS / STUDY PERFORt.'ED.
ofFFEt?&WitA/. SE77LE09/r siRsss&5 iAi BuRIEa PIP /NG - 17/E-/0/ ta/ EAR ELAsT/6 AtMlys/3 8"- jH8c-gj l SE.@lcA WATER int 2r To bW5sl $>DIEAATOR tooler IE- 25 6 E. CONCLUSIONS: (QQ = bfb - = /3655 (d j & = 45,600 f. 9.@
, EQ.(I0a.) 0F 16-3652.3 (b) Is MY EXCE2eEb. o% pk E
5 ACTION NAME $1GNATURE DATE c^n uc ^" "
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SUMMARY
TABLE No. 7 PIPELINE DESIGNATICN s-i=c-m l (~ i j NOTE: SEE FIGURE ki FOR LCCATION OF Pl.:EUNE AND REACCUT PC(NT H2-M \ DISTANCE FROM i 3, p, y REA>>JT POINT NVERT ELE %TCN COMMENTS l Ruu (FT.) (FT.) a y g g g y,) l n m 1: l-n~79 10 / 20,0 627.73 & readine then at 10.b ft. -5,28 / l
' 24,67 627.68
} 40.0 627,42 l { 43 / 48.83 627.22 - //.Y / l 60.O 626.9'T 70 / 70.o 626.82 - E 2- ' ! 80.O 626.SS I 90 / 90.0 626.97
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- 100.O 627.24 i 110.0 627.42 h 12 0 / 20.0 627.72 - 8. Y /
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- 130,O 627.61 ,
! 140.O M7. 76 150 / 150.0 627.87 .7, 6 - i i i a . 2 MIDLAND PLANT DIESEL GENERATCR BUILDNG I MIDLAND, MICHIGAN w - () E GEON NGTRJ.'tENTATX"N'ENGENE35FG
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ME101 IN PUT CAR D IMAG ES T 1 11 21 31 41 51 61 71 i
. + + + + + + + +
. RUN LDCASE=THRM1, !
. RUN LDCASE=WT1
. HED TITLE =8-OHBC-81 MILLAND DSL
. GEN BLDG , PR OJ N0=7 22 0, US ER = 7
. PRCBNC=1010, UNITS =2,
. CODE =L31S73,
. ANC -2.64 E=27.9E6,0D=8.625,THIK=0.32 ,
LBS/FT=50.25, THERM =0.0,
. RA=0.9,RB=0.9,RC=0.9
. 20-10.0
. RAD 20 1.0 D I S P=. - 5. 2 8
. 25-5.00 L
. 30 -5.0
. 40 -10.0 l
. 49 -9.0
. RAD 49 1.0 -
DISP =-11.4
. 60 -11.0 '
. 70 -10. .
. RAD 70 1.0 DISP =-16.2
. 80 -10.
. 90 -10.
. RAD 90 1.0 D.I S P = - 14 . 4
_., 100 -1.0.
. 110 -10.
. 120 -10.
. RAD 120 1.0 DISP =-5.4
. 130 -10.
'. 140 , -10. '
. 150 -10.
. FAD 150 1.0 DISP =-3.6
. END
. + + + + + + + +
31 CARDS IN INPUT DECK 31 CARDS IN LOAD CASE THRM1 31 CARDS IN LOAD CASE WT1 0 WARNINGS 0 ERRORS 0 FATAL ERRCRS PL 93. t
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