ML20100N659
| ML20100N659 | |
| Person / Time | |
|---|---|
| Site: | Shoreham File:Long Island Lighting Company icon.png |
| Issue date: | 11/01/1984 |
| From: | Renee Taylor AFFILIATION NOT ASSIGNED |
| To: | |
| References | |
| OL-I-059, OL-I-59, NUDOCS 8412130304 | |
| Download: ML20100N659 (7) | |
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1 BEFORE THE ATOMIC SAFETY AND LICENSING BOARD 2
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In the matter of
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4 LONG ISLAND LIGHTING COMPANY,
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DOCKET NO. cs i1%
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50-322-OL[Q'~~^ / '(,
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.O la 13 DEPOSITI0:1 CF ROBERT TAYLOR, d.0.
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- tay 10, 1984
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ST!2 HADIE Y. *iONG, CSR N0. 5449
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27 631 !!Aar:ET STRE27, SUITE 925 O
SAN FRA:lCISCO, CALIFORtIIA 74105 2a 415i332-C650 COMPUTER 12EO TRANSCRIPT 8412130304 841101 PDRADOCK05000g i
C FREDE3IC R. 700KER G
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MR. DREIFUS:
I act to question.
2 Wait.
"O 3
I object that question on t.
Grounds that 4
it requir
= witnesa to speculate, but he can swer 5
if s able to.
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6 THE WITNESS:
A.
It is not my practice to base 7
opinions upon comebocy wise 's written report, so I would d
not render an opinion based on someone eloc's report.
X) 9 MR. MILLER:
Q.
If that 's the case, tir. !aylor, 10 could you tell me why it is that enere's presently no 11 intention to look at any cracks in engina blocks other LO 12 than ene blocks at the Shorenam Plant?
13 A.
I said jresently it's not planned to go look at 14 any.
We're working on ene anal sis, and from waat I ha ve
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la seen in the report, chair cracks arc si=ilar to the A6 Shoreham ensinos, so what I plan to co is to determine 17 say tne cracks occar in the shoreham engine and get a 14 very good nandle on vnat the phenomena are, wnst's
- O is nappening there.
20 I =elieve in tau future we'll have an I
ogjortunity to look at other piants -- otner nacLear
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,C) 22 plants and the possibility to look perhaps at so.no of the 23 other engines, out it's not planned rigne now, anc I 44 don't believe it's critical at tnis mouent to conctnue
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a 25 sien'the analysis.
Thore are a number of reasona for 2G tnat.
47 C.
Maycc you could tell me ycar reasons.
'O 20 A.
doll, tae. engines in the Marina service seu a l
TuvKER & &NTZ 3 81 Mac Ket S treet San Francisco 94103 415/332-0630 lQ
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1 different service than shore-based engines.
Their load 2
profiles are different.
They're operated differently,
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3 and just looking at the bloca for a COLUMBIA without 4
knowing the size of the liners, how much the liners 5
protruded, exact load history, even if I were to go look
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6 at that block, I would -- there 's a wealth of other data 7
that would be pertinent that I don't have yet and a
procably would not be able to reconstruct.
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9 Q.
If you were able to obtain that data such as 10 ene load factors, Mr. Taylor, then I gather f rom what 11 you're telling me enat an analysis which would include
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12 inspection of cracks on other engine blocks coulet prove 13 useful to you; is that correct?
14 A.
That '3 correct.
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Q.
Mr. Taylor, if you will, look at the third is paragraph of what nas caen marked as Taylor 's 2xhic,it 17 I
- tates,
- 0 racks have oeen found in tne bloc 4 to-on 18 the !4/' OLJMBIA, and cracks have been f ound i the blocs j
li top and can ring supports en tne SNPS e ines.*
20 Do you tnat s ta tu ment ?
11 A.
Yes, I do.
2.:
Q.
Have thu cracks en
,ou nave discovercJ in cho 2J Shoreham blocks in the caso f ea of the three oiosci 24 engines been oath in th clock top an in the cair. Loarine;
.; 5 supports?
26 Ts.
That's rue.
27 Q.
Is c still four opinion,:4r. Taylor, ths thus
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2a f ar only - dial crac!ts nave oeen f our.d in the Shoreham TOOACR k hNTZ 631 Market Street San Francisco 94105 415/3'):-0650 3
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- addr ::;d la ;;;h 2-iaearim reparmo 1
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A.
We would not address the circumferential cracks g
3 that may occur at the counter bore landing and the 4
between stud cracxs.
It probably won't be complete for.
5 that.
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Q.
Are you througn?
7 A.
Yes.
S Q.
Can you tell say, Mr. Taylor, an entire rie 9
report would not address those latter cracks?
10 A.
Yes, because I am receiving prwasure from 11 management and LILCJ to put a report out so that they can q
12 secte a oialogue with the !!3C.
It's my understanding
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13 t!ivre have Jean prasises made to NLCA a block report will 14 9c out in une very noa future.
And I just can't -- it O
13 just soa't be a corylete analysis, but it uill start la t.ings moviag.
1}N Q.
Is it fair to say that an interim report such s
have discussed would provide LILCO with a means O
13 a3 de aes a.iscussions with the t!aC, but certainly wo
.d not 2G tuit en full story vita respect to enu ce f.ing en the O
21 vagine s icc r.
at tce 3nocenam giant?
21 A.
It it pgens, enat 41 bu correct.
23 Q.
That.souid a f-e s ta te r.te n t ?
24 Jhat's corre
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3 Do yua
.yect, lir.
lor, tast soco -)E the
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26 car tal cracks ;oa navo cetected ar oin<3 to become 07 circamf' ntial cracr.J7 3
23 tic.
T h e*/ a r ts tso separate cracks.
They don'*.
O 700d;n &.'.t:T:
631 :tarxet Streut San reancisco 94105 413/ 39 2-0 6 5 ^M
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revealed?
2 A.
That summary. cf our computation is stated in e
3 the next sentence which says, " Crack growth rates are 4
small at full load and are negligible below 2625 kw."
5 Q.
What coaut at overload or 3900 kw?
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A.
It's a good question.
I am not sure that we 7
have computed the crack growth rates at 3900.
d Q.
Do you intend to do that?
D 9
A.
Yes.
However, I don ' t want to speculate, but !
10 aelieve ene answer would still be the same.
11 Q.
.fhen you say that the crack growth rates 2) 12 computed at f ull loa.1 have ' een cmall, can ycu define c
13 what 'scall" i.4?
14 A.
Not without bringing a specific figure
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.5 colcalatica with me, nut it was in the order of a 16 entsc-eig.aths incn ceep crack that,tas four inches icng 17 at the surfe:c that would after 200 hcurs grow 13 agftcxicately anotner sixteenth'a of an inch in depth.
7) 13 At that point in the clock the thickness is 1.L 20 v.n i e ti wcalJ trareforu.scke ene a t a t e.?,0 7 t t h a t g i ve n t.tr 21 Antenued loca prcitic ter tne nux: tv $ yuarc, these 3
22 crocks are nat a concern for incuri.' operation.
23 Q.
Let me ask jou about taat s ta te men t, :le. Th/ tor, e4 c.1u interideo loa: g.rofile for tain a t.< t two / cars.
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is jour understaajing of tuat load ;,rofile for the ncrt 26 tw: jewes?
' cars of one;ine ag roxinatel*/ 2dv 27 A.
That it's a
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2d o eration. vita approxi. ately 80 r. curs at Call 13aw, an-e l
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IOCKE3 & AUTO USL.tarhet Streat Gan trancicca 94105 4 1 3/.1 ) J ' 5 5 2 bb
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I the rema tnoer at less load, and a very small number of 2
hours, it wasn't even a complete hour, of 3900 kw.
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3 Q.
Now, whet would happen to your analysis, Nr.
4 Taylor, if enat load profile was changed?
5 A.
The estimated crack growth rate is based on the
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expoeted numoer of cycles in the operation that you o
7 axpect.
A greater number of hours, greater number of a
ejcles, woulo mean increased crack growtn.
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9 Q.
If instead of less than one nour over the next 10 tso years on the overload, there vere 40 hours4.62963e-4 days <br />0.0111 hours <br />6.613757e-5 weeks <br />1.522e-5 months <br /> over the 11 next two years at overload conditions, that would af fect
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12 jour crack gecwen rate; is that correct?
13 A.
I can't ceny that.
14 J.
-doald it change it significantly do you think?
15 A.
Jell, that would ce cne computation that you
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16 scaAJ uu interestec in.
17 Q.
Y ea aa ve n.' t made tuosc c; taticns; is that y
i3 correct?
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li A.
No, I haven't.
The ustim4 ted at:c'r. grow th rate 20 t; Lasuu on the load profile.
al a.
Retuat that?
22 A.
I aaven't -- I agrew sith jou.
I nave not made 23 cao computations.
24 Q.
ilhurs 70u say for inter in operations. tr.
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.sylor, suat do you mean by intert.a ogoration?
26 A.
"or the two year period.
27 C.
Is there any rencon way ycar calculations were
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24 oa;ud on :he two year perioJ?
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