ML20198D550
| ML20198D550 | |
| Person / Time | |
|---|---|
| Site: | Perry  |
| Issue date: | 04/30/1986 |
| From: | GILBERT/COMMONWEALTH, INC. (FORMERLY GILBERT ASSOCIAT |
| To: | |
| Shared Package | |
| ML20198D542 | List: |
| References | |
| NUDOCS 8605230324 | |
| Download: ML20198D550 (67) | |
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. THE CLEVELAND ELECTRIC ILLUMINATING COMPANY PERRY POWER PLANT CONFIRMATORY PROGRAM OF THE JANUARY 31, 1986 OHIO EARTHQUAKE EFFECT t
PROGRESS REPORT . APRIL 30, 1986 , - - . . . . . . . . - ~ . . . - - _ . . . . K k40 anmica an E -. --- . . . - PDet . . . . . . .
- 1. INTRODUCTION The January 30, 1986 Ohio earthquake had a short duration, high frequency, low velocity, and small displacement. The site inspection and overall comparison of recorded data versus design data indicated no effect on the Perry Power Plant design. In the USNRC Safety Evaluation Report (SER),
NUREG 0887, Supplement No. 9, a similar conclusion was reached. The same SER also outlined the applicant's commitment to provide confirmatory information. This progress report provides the summary of work accom-plished. 2. QUANTITATIVE ASSESSMENT OF MORE COMPREHENSIVE SAMPLES OF ACTIVE COMPONENTS The status of quantitative assessment is as shown in Attachment 1. The list of equipment and component assessed is as shown in Attachment 2. Some samples of the equipment seismic margin quantification are as shown in Attachment 3. All equipment reviewed showed adequate margins. 3. EFFECTS OF HIGHER AMPLITUDGAND LONGER DURATION HICH-FREQUENCY EARTHQUAKES The recorded January 31, 1986 Ohio earthquake components were modified to reflect a higher magnitude and longer duration as shown in Attachment 4 The maximum amplitudes were doubled and the shear wave portions of the records were tripled in their duration. The modified time histories were used to calculate the response spectra. The comparisons of the spectra from the modified time histories and the record time histories are as shown in Attachment 4. These comparisons showed that high-frequency earthquakes with higher amplitudes and longer duration essentially have the same effects as the recorded earthquake in the high-frequency region around 20 Hz. In the lower frequency region, the response spectra of the modified time histories showed somewhat higher responses but are still within the original Perry design spectra.
- 4. CONCRETE SHIELD BUILDING STRESS COMPARISON In a separate discussion with the NRC Staff and Consultant on March 11, 1986, the applicant made a further commitment to compare the Moments and Shears in the Concrete Shield Building. The comparison, as shown in Attachment 5, indicated that the Perry design moments and shears exceeded those calculated i from the 1986 Ohio earthquake records.
- 5. CONCLUSIONS The confirmatory program to date further reinforced the conclusions reached earlier that the high-frequency 1986 Ohio earthquake had no effect on the Perry Power Plant design.
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i - i { ATTACilMENT 1 PERRY SEISMIC EQUIPMENT QUALIFICATION LIST J EQUIPMENT SELECTED FOR EVALUATION STATUS AS OF APRIL 28,1986 E E9"I P-**"I P8' Total Equipment items Equipmentitems C pee Sin e Total Equipment items
- Engineermg Discipline Completed as of 3/11/86 Completed as of 4/28/86 March 1986 Mechanical 16 -
7 7 I HVAC 21 - 7 7 Electrical 28 6 8 14 General Electric 29 10 1 11 I&C 54 32 - 32 j Valves 26 6 - 6 Total 174 54 23 77 1 i e i I
Page1 Rev 4/28/86 A iTA( HMENT . EQUIPMENT SELECTED FOR EVALUATION FROM PE RRY SE15MK EOutPMENT QUAtlFICATION tl5T i EQUIPMENT NAME MPL
- 5YSTEM L OC ATION QUAllflED SPEC TYPE VENDOR $ EVALUATED I
%( AJ e < eg P_ , s & U v I E 51 C 0001 Reastur C o< e wo4 a t .on Ava.har y 8 tog 5 74' An44 gica $P Sob Met h Pump 8.righam Willemette Yes Coonog Motor S.emens Allis
. c. a . eve, v p :44x 0001A eL Oneset oco P sco Oil D.csci Ger Bsdg b/0 Analy z ed SP 501 Met h Gosid Pump Y es
_c; 0,5 ' . see h = 4P;vp ? R45COOO2 A 8 C Diese, Gen F aci O.: Diesci Gen Bldg 620 Analy zed 59 507 Mc( h '2ould Pump Y es
%4e L.gu,d o c. I M 5150001 ComDustive Gn Contrvs Contru Bldg 620 T est $P 618 Mah Westinghouse Yes s Ac' a - ppi y NJT IMbIbdOO2 l um Du sI ' De t' LJs L oatros ( oof f oi sidg bl0 T est SP b/H Mes h West.inghouse Y es
. , r ge - ai t 41.y %.pw i s IM15F06 70A B H'v A C Syst ems 'oter meciate 86dg /Ol' Test $P 091 HVAC Pop ( o/11 T Gence al Cont rols Y es
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9 J W Page 3 Rev 4/28/86 Arro aM m > EQUIPME NT $ ELECTED FOR EVALUATION FROM PE RRY SE15MIC EQUIPMENT OUAtIFIC ATION LIST E QUIPMENT NAME MPL # SYST E M L OC ATION QU AtlFIE D SPEC TYPE VENDOR 5 EVALUATED I
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Page5 Rev 4/28/86 A l'I At HM f' N I EQUIPMENT SEL ECTED FOR EVALUATION FROM PE RRY SEISMIC E QUIPMENT OUAteFIC ATION ll5T EQUsPMENT NAME MPL a SYSTEM L OC A TION QU AllFIE D SPEC TYPE VENDOR 5 EVALUATED 24 a c e- .e. .1 m I V ' N015 Coni . as o- Nc. e t t an t veswa be) Anai /Tes: SP641 V .si v e Valve Henr y I att fe; Operatur t imitorque 4~ we e' . ai , e a - ma-< ! M ' 7 & AA 5 C oc i v .s. v om des.c f C on t u ewei ba9 Anal T est $v 641 v alwe Vaive Henr y P'at t, f es . Operaior LuTieiorque 42 p s ge
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MPL lE51C0003 i i j 2. Damper / Actuator / Support Brackets i MPL 43F0040A, B 4
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ultL t. '--u -o r fron ucc... Mo t L t f.L...L O A k 5; . L, HAG ER.- .. THkr).__ THosEL. FoRec5 An>D Moment)7L _. . h L P- l l}$ 6b. 10. ht) LIftChfian) RCPDAr 84+/-ll l fRGefR_ -1b__ a._stadryAAr_Mex_scmori zio.7. . 1' I > i ! ! ! ' i ! Ii i i i i P; ! ; i i > t i : I I i l : couctostosi ' i l i ! ! ! ! l l I : ! , i : TH ?[RRE ly66 RECORDtb .Sll$tttC RCSPDASCS. (f145..CElk), s'Als, f flCAr) 90$ not. In\lht l.bAfd. :rHL. S6tSMic. Qt)ht.lfilAT/eAL0FJHL.. R 6LN _ uhrcL wou- Pomp. 4.31o108.. i I i t i i_- e , I t , . t- _ _ _ . _ _ , . _ . I f l i l I I f l I t T '
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r 1-19-Sn (*; ,Qeuunsaneoouane, ' - SPEe: SPC04 -600-00
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*' #E St Coo 3 M P L- : Actual Allowable LocAttoA3 1 4DXtLIARY 8Lb. G.I.. f7ft-f Value *Valee if ...
pump Nolddown Bolts 8 trees shear 1.860 poi . 13.3'0 3 pai f 4 J. " Tensile 7.103 pai 33.880 poi r .i-w"1. a'- pu Shport(topweld) Shear 630 poi .7.500 poi Tessile 3.003 poi 13.600 pai gnn y.. xs.MM". pump Support (bottom weld) Shear 7.580 poi
'C 691 poi
.@.yl Tensile 1.370 psi 13.600 poi 5
M;.W
+t 16c :~' Notor Bolddown Bolts .
Shear 436 poi 13.330 poi MNksp.di.2. .. . .. Tessile 750 poi 33.880 poi
. 73;e w , ...
Mri: C Motor Support (weld) Shear SS poi 7,500 poi Tensile 193 pel,. 13.600 psi
.j;. + -M - .?, - .
3 o ~ Shear 980~ psi by- - WD.. Base Bolddown Bolts . Temaile:. 1'.710 poi cmetoner 694. W(6N. *. .., . r ..
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2;g ,' p . u ._ .. . ... s.. - _ c. <. Tensile"'- 3.154 pai 18.750 pai~ *
. Shaft Stress' ' r . -
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Tessile
~
l .E. pump Nosales s. , 7.033 pai ~13.353 psi
?%:. ,
pump Flanges di . . . Tensile l
, .)
ytpj . , .$ . u , s .. r . .. 17.937 pai 18.350 poi
> 33 ope i
- . 3 lT@ pump Support Frequency
/ 370.0 ops
*r Tfe ",3 t*-.. Motor Support Frequency 83.4 eps > 33 eps v ,_ . .
;.; ;J .' ?.' Shaft Critical Frequency . 138.5 ope > 33 ope
- Y:; f. V w
#T.H.J.7 Minimum Operatias Clearance .0038 in > .000 la l r .y g Pup Bearings
!,'.i/ - - Radial (single row) 285 lb 8,010 l'b y .. . Thrust (double row) 246 lb 14.600 lb gt % _. . ,. gy. ,
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M Pt. * : 86 51 CD003 psa unsL ": Swwws- A nu l touriou - Aor.Bo.Sg,f"2.
SUMMARY
OF RESULTS #RG //62.7' Q . ! A sumary of the actual stresses, loads, z.nd deflections is given herein. i
. _ The Faulted actual values are compared to Normal allowables. I
.(i _ -
7; Components Actual Allowable I.,,.iy
'[j Rotor / Stator Clearance, Inches (Deflection) .0008 .015 t"
Ik, Motor Bold Down Bolt Loads, Lbs. - Tensile 268 By Others gQi .
.- Shear 169 By Others l.,f$[ Motor Foot Stress, PSI
- 6,173 6,250 n::
[;d $ Endshield/ Frame Bolt Stress
, PSI _
2;566 20,000 l 'bs.? 1 - 5i M Shaft Stress, PSI ' 5,507 20,000 f h3P.' _ 416 10,000 1 h":s g Shaft Key Stress, PSI
} f9...
g Conduit Box Bolting, PSI - Tensile 2,950 20,000 fby
. &?i
- Shear 752 10,000 Ie r - 3 earing Loads, Lbs. - Drive End 553 2,210 .
t[d 2
$,' ,_ - Opposite Drive End 34 3,360 a c. '
h$b- Bearing Retainer Bolt Stress, PSI ~ 4,176 20,000 t ,NA" Hii.i. ite j f*a.49 e, v .
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ATTACllMENT 5 SHIELD BUILDING COMPARISON OF SSE DESIGN WITH RECORDED EARTHQUAKE FORCES Perry Design '86 Ohio Recorded Earthquake SSE Elevation Vertical North-South East-West I Axial Shear Moment Axial Shear Moment Shear Moment
, () El. /66 1,238. 521.
l 1,908. 33,160. (2.87) 1,031 29,220. 764. 27,460. l (2.61) (2.61) (2.48) (2.48) l () El. 746 3,770. 1,225. 5,572. 155,172. (2.87) 2,297. 95,420. 1,474. 93,300. (2.71) (2.61) (2.48) (2.48) () El. 725 5,587. 1,736. 7,981. 322,773. (2.87) 2,777. 149,400. 1,745. 155,000 (2.71) (2.61) (2.48) (2.48) ! () El. 704 7,062. 2,137. i 9,834. 475,200. (2.87) 2.879. 181,800. 1,766. 200,900. (2.59) (2.61) (2.48) (2.48) , () El. 688.5 8,619. 2,551. 1 11,663. 777,272 (2.87) 3.447. 218,100. 2,111. 259,700. ) (2.59) (2.61) (2.64) (2.48) l () El. 662.6 10,067. 2,893. j 13,152. 1,015,323. (2.87) 3,609. 263,400. 2,731. 295,400.
- (2.59) (2.82) (2.52) (2.48)
() El. 644.5 11,236. 3,153. ! 14,208. 1,327,899. (2.87) 3,417. 327,800. 3,168. 324,000. , j (2.58) (2.62) (2.52) (2.48) I () El. 622.5 12,350. 3,349. .
!~ 15,194. 1,662,167. (2.86) 3,246. 410,500. 3,344, 346,700.
(2.61) (2.62) (2.51) (2.48) i O El. 600.5 13,319. 3,466.
! . (2.86) l /// El. 574.8 16,117. 2,075,890 4,107. 433,700. 3,258. 353,900.
(2.61) (2.62) (2.51) (2.48) Notes.
- 1. Units - Kips & Kip-Ft.
. 2. All recorded earthquake results are maxima at time steps shown in parentheses. ]
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. Figure 4 Resukal total mapetic map of the area in northeastern Ohio ..
centered near the January 31,1986 epicenter (Hildenbrand and Kucks,1984). ; The cross indicates that epicenter and the long arm on the cross indicates the .- i t i ' directfon of the inferred fault (the length of the rupture is about 1 km, much . smaller than the arm of the cross at the scale of the map). The small arrows ). ' Indicate the directfon of slip inferred from the af tershocks. This slip -i direction is consistent with the direction of maximum horizontal dff compression in the regional stress ffeld (large arrows). The inferred fault is also aligned with a major boundary in the magnetic field which may reflect a ' [ . I c' p preexisting tectonic boundary in the basement. P 'ndicates the site of the L _ _
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. s TAELE 1 CCCR3INATE3 0F MAIN SHJCK AND AFTERSHOCKS LAT. L 3N 3. 3E PT H MB MC Ya .4C3V M2M*6EC J 41.650k 81.162W 5- 6 4.93.00.00.0 15360131 164642.3 1.5 15860201 135-43.3 41.645A St.153W 4.3 41.645A S1.151h 4.3 0.9 15960202 032246.3 2.3 15360203 19471).6 41.649A 31.153W 5.3 41.64SA al.155W 3. 7 0.1 l 15360205 063402.3 2.5 15360206 133622.4 41.645A 51.160W 5. 5
- 41. 6 51t. 81.,154W 3. 7 1.1 15 3602 07 15202 G. 3 0.8 15360210 200613.5 41.652M al.157W 4.7 41.653h 61.152W 5. 4 0.1 15963223 032946.5 01 15663224 165506.5 41.649h 51.163h 3.2 41.654h 21.160W 3.9 3.1 15363228 013134.2 0.1 15360308 204249.7 41.646h 61.153W 3.1 41.639h al.156W 4.7 1.4 15363324 134241.3 -3.1 15363410 065605.7 41.647h 81.153W 4.7 1
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