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 , - -........ - ~... - - k40 K 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. 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. se,ae a
i i { ATTACilMENT 1 PERRY SEISMIC EQUIPMENT QUALIFICATION LIST J EQUIPMENT SELECTED FOR EVALUATION STATUS AS OF APRIL 28,1986 E E9"I **"I P8' Total Equipment items Equipmentitems Total Equipment items P-Completed as of 3/11/86 March 1986 Completed as of 4/28/86 C pee Sin e Engineermg Discipline 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 Valves 26 6 6 j 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 I M 5150001 ComDustive Gn Contrvs Contru Bldg 620 T est $P 618 Mah Westinghouse Yes I %4e L.gu,d o c. 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 s Ac' a - ppi y ., r ge - ai t 41.y %.pw i s IM15F06 70A B H'v A C Syst ems 'oter meciate 86dg /Ol' Test $P 091 HVAC Pop ( o/11 T Gence al Cont rols Y es ..., m. A... :e, sm. s ivwd2ioA e < no At s,siem, o,ese Geo 46 ini se osi HvAC Paps u'T T General C onnois yes A. ad g s ea. 's & V u i st s i M 396dCOl A 8 f(($ P, rnp AP (ouhng Au nil.Jr y 8 tug 5 74 Test & Anal $P 646 HVAC f ans Carrief Yes Motors Rehan(e ile(tra s & Mv:s M 19u0001 t L($ Nmp Hm ( vos.ng Ausebor y Bidg $ 14 Test & Anal SP b4b HVAC Fans Cor rier. Y es Motof s Rei ance ficcirn ,m.- m..- - - mmA B ,ue, ~ m < - & .m e-d..t e s,4 A,m,,,cd sP sse n s.emce, Aiii, . cs s >us 6 % Va y L bt JJ \\Le p t malJ t e ry lotef mediate D2O IesI hP bbD kk bk Y es Nc(af NwFp
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9 l l 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 a s e 't 12N000 7 A a Reuda "<i Rem,. a. Av. Le, st,s f est se b64 l&C Rosem uni v es ) "e e ': a. a cu e ' Offer e 'l s' Acw e ' a c' II I 2k'1Ib A 6 ( k eu d u a4 McJI Rem O w as Au sdiaf y bD8 T est SP b(M l&C Rusemount fes d' eg wrg J;. g. T. I ' e # it12NW2bA 8 Res, dual heat demow as A m,. t. a r, ',68 T est $P 664 l&C Rosemount fes Aewue e ' <.si s? tier i t 12 N3t.;25 Reudval Meat We'Powa4 A u s il.ef y ' 68 T est SP 604 I&C Rosemour.t Y es icsv e : a, un t e-it12 Nod 50A 8 Reuduai near memoval Ausiha y$bb T est $P 604 l&L R owm ou r.t yes r e e u.. < c ' 2.v ' : c-i t 12NUUk i A d Neudur "catRemov at Au m ha' y sbd Test $P 604 i&C Rosemount yes Met e-i. a. A cu s e ' t?e< ' t 12%C$2 A B l M eu d vas Meat Remo.aa Aumaar,$bs T est $P 604 I&C Rosemount yes erw e 2 -'le' JNvJM A 5( d es,d u.21 He a t N emow s Av aa,ar y Sba T est $P bu4 i&C Rowmount Y es
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g I'e t ' 2NUGbbA $ ( R esid uos heJt demoval A a n63+ Ja y $bB T est SP 604 i&C R osemount Yes s e'i ew m e I r a ' ' uT I'c ' t 12M.MJb8k R Fu d u al Heal NefDowJE AuG '. Jr y 5t.d est $P 604 l&C R uwm uu r it Y es Fr ens e T '.scss'*e-It21NUOUt t o* Pr enur e t o. e $p< a, A v a h an, $t,8 leu SP b04 i&C Rowmount Y es y $bd I est $P bt4 i&C Rosemount ves en e " ,,.ur e ' t 21 N'JU$u 6 o. #' esu.,,s e L oi r Sps a, Aus:6. af ve u. '., s m i t e.
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l.E 1 J Page 4 Rev 4/28/86 l 4 l 5 4t ti"'I N I EQUIPME NT SEL ECTE D FOR EV ALUATION FROM Pt RRY Sil5Ml( E QUIPME NT QU Allfl( ATION ll5T E QuiPME NT N AME MPL * $YSTEM L OC ATION QU AL IFIE D SPEC TYPE VENDOR 5 EVAL U ATE D \\bd I t*s ! N UN 6&4 NUsem(. uf II T es ! i l N(n 'A 6e Ja et lc17 Aa J y e r _a S r I e e m. .m. ~......,b. . es, s~ m o mse _,4 Yes A. = i e, %d lest SP bo4 id( R ow m uu n t Y es r es e r '. ! Ndm 1 k e.s M i e 's t 2o
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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 . as o-Nc. e t t an t veswa be) Anai /Tes: SP641 V.si v e Valve Henr y I att fe; c e- .e. .1 m I V ' N015 Coni 24 a 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 l Operaior LuTieiorque .c4 A. m c_ ' M 14f OCAJ Cor v enci Pur ge Car i s c3sc> bo9 Anal, Tnt $P 641 Valve Vaeve HenryPr a t t. Yes 42 p s ge a Operatur Bettes Corp ,2' O.ge wa..e
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6t Pt ip Hyron Ja( b sori Y es w rw d.. p & W Motor G E .M r p & v 1 E 21GRA : t o* Picuur e c o. e $pr ay Ava lw y $b8 A nalysed 101 Sui GE Pump 6yr on jat b son. Y es Motor G t r~t s o - p 6 Mon ' r 2/t otL 1 HPC5Pu*e,Lppy Aun i ar, $b8 Analyzed ful $U1 Gt Pum p H y r on la( b son. Y es Motor G t a at oq m er med.aie blo T est 5P $56 LE Gt v es et a. c, cs u.; N21souli Nea< tor C o r = e. .*_.'p - cts + '. m / 25o014 Remturt.itus a l i ng mter mediate old Test SP %b tt Gt y es ' N 2 2hd h l b N c Ji l u f ( if JI l'y IGIer medtJIe b[U esI bP bbb kk bk Ves 4c, MY[ p G.a1.et ,aie- < 6. I N4bt Ouv4A B L>! cwi u ene.s t or Ob bu1g b1b A s isi i e31 SP 562 ti Detaval Y es U G d6d(J 62U A )a' / I ent SP Sb2 tt Purnp battalO f orge/ V es 'L asee'* 'p5*' ' N 4M LAAD A 6 O ewi Le c' a's f Siemens All.s O hj 62 A n.al / I e* I hP bD2 kk bel aWaIOleMerls MlIis Y es t 8 rr. da ' N 4 7( LM M3 2 I d O' e V ' L c '.c '.' li ef Ll L l
~. i i i ATTACHMENT 3 i l f t l SAMPLES OF EQUIPMENT SEISMIC MARGIN QUANTIFICATION i 1. RCIC Water Leg Pump ar,d Motor MPL lE51C0003 3 i i j 2. Damper / Actuator / Support Brackets i MPL 43F0040A, B 4 3. Diesel Generator Fuel Oil Tank Level Switch l MPL 1R45N0140A B 4 l t i 1 ) i, i i 4 i j i I t 4 3 q i 4i
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3 f 4 J. " Tensile 7.103 pai 33.880 poi r .i-w"1. a Shport(topweld) Shear 630 poi .7.500 poi g y.. xs.MM". pu Tessile 3.003 poi 13.600 pai nn pump Support (bottom weld) Shear 691 poi 7.580 poi .@.yl 'C Tensile 1.370 psi 13.600 poi 5 M;.W c :~' Notor Bolddown Bolts Shear 436 poi 13.330 poi +t 16 Tessile 750 poi 33.880 poi MNksp.di.2.... 73;e w, Mri: C Motor Support (weld) Shear SS poi 7,500 poi Tensile 193 pel,. 13.600 psi .j;. + -M -.?, - 3 980~ psi by-o ~ WD.. Base Bolddown Bolts Shear 1'.710 poi r Temaile:. cmetoner 694. W(6N. 2;g,' p. u._...... s.. c.
- n-
.++-r.., . Shaft Stress' ' r. - Tensile"'- 3.154 pai 18.750 pai~
- lstt W u m.c
. Lk. e t p . o - x n m :. = '-' t v. +. .E. pum s. Tessile 7.033 pai ~13.353 psi ~ l ?%:. p Nosales l .) pump Flanges di... Tensile 17.937 pai 18.350 poi ytpj.,.$. u, s.. r. i
- . 3 lT@ pump Support Frequency
/ 370.0 ops > 33 ope
- r Tfe,3..
" t*- Motor Support Frequency 83.4 eps > 33 eps
- ;J.' ?.'
Shaft Critical Frequency 138.5 ope > 33 ope v,_. 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. m,- - f.h. >1,
- s. -
f.. '; _, s p \\ s l 1 b 6 l .e l 3.2
6 v 3.-- ,e ..,o m.
- ceMeucar :
R CI(, Warnw les Moros spee: SP SDG- 000-- o I _ M Pt.
- 86 51 CD003 psa unsL ": Swwws-A nu Aor.Bo.Sg,f"2.
SUMMARY
OF RESULTS
- RG //62.7' touriou 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 _ - 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 .- Shear 169 By Others gQi l.,f$[ Motor Foot Stress, PSI 6,173 6,250 [;d $ Endshield/ Frame Bolt Stress n:: l 'bs.? , PSI 2;566 20,000 15i M Shaft Stress, PSI 5,507 20,000 f h3P.' 416 10,000 h":s g Shaft Key Stress, PSI } f9... g Conduit Box Bolting, PSI - Tensile 2,950 20,000 fby - Shear 752 10,000 . &?i 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. $.y'.? C'5 - ~ ' ,4 q
- 4 F *
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.L CEI C' 5' " w.o.N- # ~ PERRY HUCLEAR POWER PLANT hem k. _j a=v l Lil JI _LI .2 MICROFILMED ) CALCULATION F oa'G'NAToa OME00 y DATE PAogs .UILDING REVIEW E R $ II., (MgM704 DATE su.mc1 Scnutc TonneuArcav Pooaum - Illlkt E&o#fEMf - GP O.9I _ pQulPhebrl l I i i I l I I I I I i I I I I hEscriertbM I {_Suetonk _ BOcash roA_ Acivahork-.'Id+3 Pbo4b E,B l i ' RAGE : ' Sets 8tejo^beemoMLklA$YsEo Accuira Mou nas i IIQaxD l I suedndJob_' syn kcl 3L>>siih/d+)_(Gkr L M.4caoo -0)_srllaas lada sraocrantawdrs;.. i \\ \\ O tc,bryon_ L Quat.oruch_lBydukubsc ' i I I l i r A6toen fRtWL $H&M_.ME Mo._ bsonAaNffikotacxS BLto C.33 Yt I I I i f I i l l l l i I i !l i lI t l 1 i l i I I _M&y i l i I i i %.L BRAcVGT5 N0(_-}M AvYath__ foA 2f rknCL FADW &MLLSE0 9l _. ILEQo tksMMS .Lk_>tvurtelvoisd FAchor._of in S soAs-._ Ats5_ kpr. Loc.L co NU2f'-}' ' ndCNp c$f EhLEH6L-kKV hs l l l HtCM I l i i i i i Ii i i I i i { t I i t _ App o cii) l I I i i i l I { I I,I I %L'nO \\Ml Recornej Gharned>5_conoes. _Jir.s._As\\%nIs, Ao lla. . (cokReistonpkasi Eo THL_ Pt8hy h O_FNoL_Sesti-.SNerM flu JG.._Osen>- I cdors 1 33 #4 I i zPA1 n a ul ko#Lys,c_ +o fu o,40_4 O.3fp ~2,0 x/r_23.op 40 fl J O.4 6 h Y l. 0. 33._'_l .L.) _]. 3 = 3.03 H Vpt Any .o.zg y, j + zop v huo,u_re, s;oeronrt Aen .><sr<.aca.- ry.t o3 sonexcas xucueuse u"t o ox ru _ u m a _ curn ow o n o - a _eeseoalse i i I l' i l [ l I I l l l I l { I _ Conccos,on ! i i C i I l TEL'.B&_ Jiceno' Ja.rnoka_vodshaa'c inv>OphrtL_18e_- Scdc ' l QvEincwou ' od_rs._ Mrcr / Acrbdct/_SoffoAr__ Bucxcrs' I i i 4 i i 1 _[ 3 i j l l l l l i l l [~~~ i i i i i 4 i , i f I I e l l { i i !l i !l i I i i l I l l l l 1 l I I I l l I I I I i I i i I l l l t i i I hl l l I_I I I _I i 1 l l l l l 1 I I l l lI PROPglETARY INFORM ATION OF CIL8ERT ASSOCIATES,INC.. FOR INTEffMAL USE ONLy gas 4es 9/es
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- y SPECTRA l ll
, li I:. 1 i i 3 I i f l . ~.,, i [ I. p1~ J r. p-i; lF' d..'] !h ~ 4 l f[l - ' 3' - H lo - L. > g.T i [ i ,i Cf SPECTRUM HORIZ H VERT O A Oq.'( 2: 1 5 !1 h ! ') y ..a 4
- .e, l
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- lI-5N
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DAMPEKlAccroAToK/ so trons BRAc>cGfs Y COMPDMGUT: MPL IM4-3 F00 4-0 h, B MDp6L. ?5 : VA MPik-k!Cb 08-1000, ACT0A TOR - ITT G 6M EAht. CDU TLCCS UMS/ 1 3 .4..s.7.s.s 3 s7esM J 3. s a 7ss100 SPEe - SPo9/ 100 e SET !n lhirlis l SPECTRUM 110RIZAD VERT O 3 I S EVENT OBE 0 SSE E/ I j a 0 tiler i I l 10 h l: 5 [" ANALYSIS BAND a 8 E 'A2 OCTAVE CUSTOMER db jg,I r 5 mco y i 7 $lj. K10 @f fp'hlh L g a !(i p4 -l g! 598 'i297-i s m ix ~ ~ l b e
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bhMPGR.lAcroArokfS0!!bRr BKACKE MPL : lM]4 FD040 A,B Co NGMT; mpgp 4 's - ph MP6 R.
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t .2 .s .4.s.s.7.s.e s a s a s s 7as10 a 3 4 s a 7es100 SfEC: Sf d9- / 100 l hl5 lh}h
- l hl,.
I l I l @ l 7 l l l' l l Ilf! l l l EARTilQUAKE RESPONSE-lI l r 'I 1l, l 3 j l SPECTRA l! .l y l f 8 d ( l f 3 i. i lh 1 - y SPECTRUM 110RIZO VERT 8 I L l h]; ?l i l l 11 J p s I l ,l l i' g f I,l il- / f f ! h j b 1l d y )[l i EVENT OBE O SSE H( ,( J fl F i p ' 1 L 'i, l l [
- j
'l' [ t q OTHER l l 1 \\ = ~ h,f. i yI PERCENT DAMPING .3 O I' l u lo 1 i t . r. m .) i ANALYSIS BAND l h [. g I i al M2 ocTAvfiL_ y 3 I ! K l O N 9 j '-h l n l -l ! L a J i 3 CUSTOMER .ll i / i i 1 j' 4 1 i m l' i [ 2 i1 I j j l ji ( d PA Pco i. 2 I ( / l b l .l lI 4 = i l ll / J y 8 li M lj I r fj HJO [ -[, i a f I I I f i ;i ![ 2 H . j"i i I 548-9247-1 s i i i '. h l q j l li f I. h ITEM MOLTIL gar DAmCER .i f Il j I ( .'! j l l l jjr fi I t 11 d pamece
- osioo l9@
- [ i ~ jll j jh j l I i 5 Aen,gg e ig ggy ff, .' I;[l l l I [ _ pit { \\ 1 1 u i i o .yI lg[l h:p I p A y l L,' l j .2 - l i S/N a l l . t i m u L l AXIS x-Y O Y-Z @ i d j [ ll3 i e 1 10 100 ($-)I p FREQUENCY (llz) LocATron DugsEt GgsiggA r.-a Bo EL G4G' SIGNATUREf.(A6 DATESl3dt) TIME 1.2c0 PLOT NO. 1 Ch
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- a S
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e + . m - SPEC : SPSGZ- 000 WYLE LABORATORIES Report N). 58401 y Page No. 6-374 CUS'IC.':ER b & f)L! Job No. N V4/ Date 2 - 2 b P*%. Specimen 7~d / F A l/ 8/ /, O Pd Axis of Test [P ' Accel. No. 3 M3 Control ( ) Response ( d OBE ( ) DBE ( ) -~ s Full Scale /#d g Damping /, 2., 3 r'M Run No.
- 2. 3 i
Operator h[ Engineer h ssa -s/u// \\ RESPONSE SPECTRUM
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A. sive: s f' 565 - 000 -I2. WYLE LABORATDMES Report No. 58401 Page No. 6-375 CUSTO!!ER Me [ p t/>[ Job No. f/*V#/ Date 2 P 2 . Specimen G/M,4 // [/ y, A/[) Axis of Test N Accel. No. /,/ Axis f ) Control ( ) Response ( 6 OBE ( ) HSE ( d DBE ( ) Full scale _ /s 3 g Damping /,2._ % /M Run No. 23 operator b[ Engineer 9/ f' SSE-YEAT RESPONSE SPECTRUM Av a ,,,t. C" -- d 1'I Y_ U,' 7 ^ ^ ^ 1-[ _C_ 'M n'G -~ ^ ^ M V KA a ' 'E K M % MM s'W ML M, h ~ F j i i y -w-*. n____ w a r - e -._. ___, ""22 C_ __^L 5. _-'_,7_ _- 7n_ r-_.' m _ - - _ w O g a -. +. -~ \\ 1 M L I E A F - 1 l R I 1 I f\\ l %f m' _1 1. ] i g Hi i 1 u' I 1 I I1 IY r=a m < -. . s .:i. i ! 4 / \\ w.a y1 y7 - g T m 6 i g i g g.
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ATTACHMENT 4 Comparisons of Recorded Time Histories yersus the Modified Time Histories Comparisons of Response Spectra of the Recorded _ Versus the Modified Time Histories i Gdhart/Commensenth
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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. 11,663. 777,272 (2.87) 3.447. 218,100. 2,111. 259,700. 1 ) (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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s /'g7 0 k 43 %We o o N g~ 990ed) 7 o-x . ($W ida ##! o p l '/ 200-f. Le ~~ JJ d ) B. / o* o . 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 i directfon of the inferred fault (the length of the rupture is about 1 km, much t 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 [ c' also aligned with a major boundary in the magnetic field which may reflect a I p preexisting tectonic boundary in the basement. P 'ndicates the site of the L 'f k ,,, e,,
5 NEW BRUNSW1CK 3/31/1982 5.0 mb PNPP ~~' 4ka-6. k m 10 HORI2ONTAL SSE 2% de=plag O 1 I i lI ll l 1 l il II i l i l i l i+- g_ s' y N N N w 10 s w l H i / g ,i e,7 g .g ,g ,,1,rf:i\\ 't I S s. .. F' t w g /c.l// -\\.:. bs.., i 0 s s o v/ i0 \\ \\ l \\\\,s '8.u% %CL s N st -t ..at 10 1 I I I I11 I I I Ill 1 I I I III -2 -1 0 1 10 10 10 10 PERIOD (SEC) q;;p,,7p AccELEROGRAPH StTES
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1/31/1986 5.0 mb PNPP 2 HORIZONTAL SSE 2% dempias 10 sg l I i l IN ii / l l 1 Il il i I I IIIIt / ,,o _ U 1 W 10 i V N l oa w i 0 0 10 I L V Z 165-1 T CWe s t 3 - g a. 2 165-11'N(So u t h ] _ 10 I i i i fit i I I til I I Ill 1 -2 -1 0 1 to 10 to .10 PERIOD (SEC) IMi??"4!** ~ PNPP REACTOR BUILDING FOUNDATION i
1/31/1986 5.0 ib PNPP VERTICAL SSE 2% demping s' 10 7 l I I II ll / I I I I l Al l I i i i i il4 / \\ U 1 W l10 V N N 'N ~ g o O 10 A V N N-L 1 / 165-1V cup 3 -1 's 'e 10 I I I I I11 I I I I Iil I I I III -2 -1 0 1 10 10 10 10 PERIOD (SEC) UII?Ei!" PNPP REACTOR BUILDING FOUNDAT10N 1
NEW BRUNSWICK 3/31/1982 PNPP 5.0 mb 2 VERTICAL SSE 2% de= pine st 4 km - 6 km in 1 I I l1 il l I I II II I I I I I i 14-T p_ U W 10 V / b \\- /\\ /\\ A g t f-f,, \\,/ g J !. - \\ i si s o \\ si i, 'I /, \\i i e o \\ ' '. I \\ st o i i: $o ,/ \\l ',,../'\\, - ,'p,&-., y w 1 \\ s ~ ~. .pg ~ -t
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s TAELE 1 CCCR3INATE3 0F MAIN SHJCK AND AFTERSHOCKS Ya .4C3V M2M*6EC LAT. L 3N 3. 3E PT H MB MC J 15360131 164642.3 41.650k 81.162W 5-6 4.93.00.00.0 15860201 135-43.3 41.645A St.153W 4.3 1.5 15960202 032246.3 41.645A S1.151h 4.3 0.9 15360203 19471).6 41.649A 31.153W 5.3 2.3 15360205 063402.3 41.64SA al.155W
- 3. 7 0.1 15360206 133622.4 41.645A 51.160W
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- 3. 7 1.1 15360210 200613.5 41.652M al.157W 4.7 0.8 15963223 032946.5 41.653h 61.152W
- 5. 4 0.1 15663224 165506.5 41.649h 51.163h 3.2 01 15363228 013134.2 41.654h 21.160W 3.9 3.1 15360308 204249.7 41.646h 61.153W 3.1 0.1 15363324 134241.3 41.639h al.156W 4.7 1.4 15363410 065605.7 41.647h 81.153W 4.7
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81.25' 81' 81.5 Lako Erle PNPP 1.7 5 ' - 4 D O h ~ =.- . _._-a; g a LAKE Mainshock I 1/si/es O USGS (DEWEY) i l i l O ASHTABULLA O s uiLEs Q. j h O s nu 41.5' - -l-p' ~ ~ ~ i l Figure 1 Q NETWORK CONFIGURATION CUYAHOGA GEAUGA FEBRUARY 1986
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