ML20031D212
| ML20031D212 | |
| Person / Time | |
|---|---|
| Site: | Midland |
| Issue date: | 09/23/1981 |
| From: | Hood D Office of Nuclear Reactor Regulation |
| To: | Office of Nuclear Reactor Regulation |
| References | |
| INSURANCES-OL, INSURANCES-OM, NUDOCS 8110130129 | |
| Download: ML20031D212 (27) | |
Text
__
DISTRIBUTION Docket SEP 2 3 g LB#4 Reading Docket Nos. 50-329 OH, OL and 50-3E OM, OL APPLICANT: Consumers Power Company FACILITY:
Midland Plant Units 1 & 2
SUBJECT:
SultiARY OF JANi,ARY 20, 1981 MEETING ON UNDERGROUND PIPING On January 20, 1981, the NRC staff and its consultant Energy Technology Engineering Center (ETEC), met in Bethesda, Maryland, with Consumers Power Company (the applicant) and Bechtel to discuss stresses in underground piping due to differential settlement at the Midland site. A sunnary of the applicant's stress calculations had previously been provided by cover-letter dated November 14,1980.
}
The sunnary of the January 20, 1981 meeting, including identification of attendees and the agenda, is provided by Enclosure 1.
Viewgraph slides l
used during the applicant's presentation are shown in Enclosure 2.
D. Ilood, Project Manager Licensing Branch f4 Division of Licensing
Enclosures:
As stated
'0110130129 810923 PDR ADOCK 05000329 h
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MIDLAND j
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Mr. J. W. Cook I
Vice President Consumers Power Company 1945 West Parnall Road Jackson, Michigan 49201 cc: Michael 1. Miller, Esq.
Mr. Don van Farrowe, Chief Ronald G. Zamarin, Esq.
Division of Radiological Health Alan S. Farnell, Esq.
Department of Public Health Isham, Lincoln & Beale P.O. Box 33035 Suite 4200 Lansing, Michigan 48909 1 First National Plaza
- Chicago, Illinois 60603 William J. Scanlon, Esq.
2034 Pauline Boulevard James E. Brunner, Esq.
Ann Arbor, Michigan 48103 Consumers Power Cocpany 212 West Michigan Avenue U.S. Nuclear Regulatory Comission Jackson, Michigan 49201 Resident Inspectors Of fice Route 7 Myron M. Cherry, Esq.
Midland, Michigan 48640 1 IBM Plaza Chicago, Illinois 60'611 Ms. Barbara Stamiris 5795 N. River Ms. Mary Sinclair Freeland, Michigan 48623 5711 Summerset Drive Midland, Michigan 48640 Mr. Paul A. Perry, Secretary Consumers Power Company Stewart H. Freeman 212 W. Michigan Avenue Assistant Attorney General Jackson, Michigan 49201 State of Michigan Environmental Protection Division Mr. Walt Apley 720 Law Building c/o Mr. Max Clausen Lansing, Michigan 48913 Battelle Pacific North West Labs (PNWL)
Battelle Blvd.
Mr. Wendell Marshall SIGMA IV Building Route 10 Richland, Washington 99352 Midland, Michigan 48640 Mr. Steve Gadler 2120 Carter Avenue St. Paul, Minnesota 55108 I
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Mr. J. W. Cook. 1 J
ie cc: Connander, Naval Surface Weapons Center ATTN:
P. C. Huang -
White Oak Silver Spring, Maryland 20910 Mr. L. J. Auge, Manager Facility Design Engineering Energy Technology Engineering Center P.O. Box 1449 Canoga Park, California 91304
~
Mr. William Lawhead U.S. Corps of Engineers NCEED - T 7th Floor 477 Michigan Avenue Detroit, Michigan 48226 Charles Bechhoefer, Esq.
Atomic Safety & Licensing Board U.S. Nuclear Regufatory Commission Washington, D. C.
20555 Mr.' Ralph S. Decker Atomic Safety & Licensing Board U.S. Nuclear Regulatory Commission Washington, D. C.
20555 Dr. Frederick P. Cowan Apt. B-125 6125 N. Verde Trail Boca Raton, Florida 33433 D
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ENCLOSURE 1 I'
t Ta File: Oh85.16
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CSKeeley, P1h-113B i
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Dave February h,1981 TJ't Company Suester MEETING WITH NRC AND ErEC ON UNDERGROUND PIPING UFI: 0023h(3) (71'01)
SERIAL:
11372 c," "," " g,,,,,
cc Al B, is, Bechtel Ann Arbor M(iller, IL&B HWSlager, P1h-30h Df4Budzik, P2h-517A /
TRThiruvengadam, Pik h00 On January 20, 1981 a meeting was held in Bethesda with the NRC staff and their consultant # (ITEC). An agenda for the meeting is attached.
Personnel present at the meeting were:
Bechtel CP Co IL&B NRC ETEC Al Boos GCDoerr MMiller DHoond Chen Bra =mer j
Agit Patel D!Gudzik Joann Bloom Joe Kane John Legette GSKeeley Jim Bra =cer HWSlager (l.C.ppgcc2
.D. Crup t er During the initial part of the meetings there was a general discussion about the survey information which was fed to the stress engineers for calculations c.,f piping stress for the underground piping.
It was pointed out that the Bechtel project.
engineering does the analysis for Class II, III and B31.1.
Class I piping stresses are calculated by the Bechtel staff group.
It was pointed out that there is no Class I underground pipe.
As e n h D t' % f A.1:
The staff and their consultant were updated on the statva of responses to the 50.5hF questions.
Nine of the pipes shown in Table 17-? are pipes which had new profile data taken in September 1979 after removal of the surcharge areas. The other four pipes were in the areas of the surcharge.
In Amendment 85 we provided data taken from the September 1979 profile and in our riccent letter to them dated November ik,1980, we gave them some of the results and ecc:mented on the new stress calculaticns.
A.2 a:
There was a discussion of the two techniques used for taking profile data. A maneneter was used by consultant on the invert of the pipe to provide this profile informatien. For piping 21" and larger, a mn was placed in the pipe.
Informat. ion' from the consultant indicates that the readin6 device was accurate to - 1/h", not includin ; a::y error en pincing the device on the invert.
On some of the lines e
(borate.1 vater and service water), an optical check was made.
Piping not in the g
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NFiloi 0485 16 2
d a -
Meeting with tmC cnd ETEC cn U6derground Piping j
February t.1981
-4 i
4 surcharge area was profiled only once, while those in the area of the surcharge j
vere pr file ! prior to and after the surcharce. Only one pipe in each set was pr:, file: :1.:e ney were i'n close proximity. "Close proximity" vas defined a:
10' to 20'.
It was agreed to provide the staff a percentage of the pipes profiled as well as a copy of the drawings of all piping in the area. We responded nega-tively to their question on whether we compared soil conditions to which piping I
runs should be provided and whether we compared profiles of two pipes in the same trench.
A.2 b:
We infor=ed them that we had fitted the survey data by computer to a smoothed curve which was forced to be within 1/h" of actual survey data taken.
It was believed that this was better than using actual data.
ETEC vas worried whether the criterion of 1/k" is good enough and whether the interval being used was short enough in smoothing curve to the actual survey data.
It was agreed that we vill update and submit new stress calculations for the September 1979 data with the model discussed above and vill then add to thir, stress assuming maximum possible settlements obtained from GeoTech for lifetime settlement of soils. Two of these have been run so.far and one is over the limit of 3 C.
It appeared that the initial position of ETEC was that they would consider that there were not proble.s if 3 S was the criteria snd if " standard" methods are used.
It is still debatable on whAt is considered " standard."
A.2 a and b:
~
During the profiling of this 8" line there was confusing data obtained since there was water in the line and the TV was fouled up as a result of this.
Since this line vss enly two feet from the surface when the tie rods from the diesel generator building to the turbine building vere removed, the line was dug up and the indiested 6" dip was not there. The line was rebedded. We vill correct the data on this line in the next submittal.
A.3:
There was a lengthy discussion on the results of the calculations to date and new curves on pipe positions were shown to them.
It was indicated by Bra =mer (IGC Staff) that nonlinear analysis had been accepted on North Anna and it is agreeable to the staff to sharpen the pencil to demonstrate that the piping is okay; however, there must be adequate substantiation of the philosophy for doing this.
It was agreed that the curve of the 260HBC-Sh pipe was not in the package sent to them and vill be provided to them.
B:
Method of calculations:
(G7Gc)
The reason for the different allovables was given to them including the a.
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specs used for the different size pipes.
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71103 0485 16 3
- Meeting with NRC and ETEC cn
'y' Un'dergr und Piping February h, 1981 k
b.
Same as Item a.
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i There was a discussientcn the connection detail; hcvever, we agreed to pro-c.
vide a more detailed drawing of the connection.
i d.
With respect to profiling, it was agreed that we would provide them a clear table of profile readings of all lines both before and after surcharge and an i
index of which lines in the survey are representative of other lines and why we consider these representative.
It was agreed that this information vould be provided in approximately a month and a half.
~
It was explained to them that the reason for the change in the profiles e.
was because the reference point is differant on Figure 19-1 from September to June profiles and that this could be due to the fact that an optical profile was taken in September 1979 We vill check and let them kncv the reason for this as well as why 100BC27 shows a rise after the surcharge.
f.
The new curves were reviewed and there was still a disagreement on how frequently the stresses should be calculated and whether it should be based upon the smoothing technique.
g.
There vss disagreement on hov =uch rotational flexibility shorild be per-
=itted and it was pointed out that we consider ETEC as being over conserva-tive; however, we vill have to some how reach agreement between the more conservative and less conservative end points for calculations during sur-charge. The calculation of end peint stress during settlement over the lifetime of the plant vill have to take into account the actual end point conditions and vill also have to address branch connections.
We are to provide an indication of which pipes were free to move during the surcharge and Table 17-2 vill indicate the highest stress points and where piping was cut loose. The NRC seems to have a problem that we do not have data on how the pipe was originally installed. We agreen to plot data en 6-lH3C-81 prior to cutting the line. On Unit 2 condensate line, it was agreed that it will have to be handled in the stre method as Unit 1 condensate line,
. which has been shown to be over stressed just south of the diesel generator bui' ding.
C:
There was then a discussion on possible other methods of analysis which could be used to show that there is no problem with the lines. This included using non-linear stress strain relationships.
The staff seemed to be receptive to this, but has no acceptance criteria.
They also indicated that seismic loading has to be addressed.
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DISCUSSION TOPICS 72 1
NRC-ETEC-BECHTIL j
MIETING JANUARY 20, 1981 BETHESDA MARTLAED 3:
A.
Status Update 1.
50.54f Questions and Responses i
2.
Survey Data s.
8-1EBC-81 Re-bedded Condition
~
b.
Purpose of Re-bedding 3.
Calculations a.
Results b.
Affect on Previous Information
~
B.
Method of Calculations 1.
ETEC Telecon Questions of 1/14/81 a.
Reason for Different A11ovables b.
Basis for A11ovables c.
Connection Detail 36" to 26" Service Water d.
Two Profiles of 26-OHBC-54 e.
Reason for Change in Profiles Rev 2 to Rev 10 f.
High Stress Levels g.
End Support Assu:nptions, Fixed or Hinged l
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ENCLOSURE 2 VIEW-GRAPH SLIOES USED DURING JANAURY 20, 1981 MEETING e
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ETEC BENDING ANALYSIS t
Elastic Stress =
212.2 ksi
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3 Young 's Modulus =
29x10 koi
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1 Equivalent Strain =
0.0073 in/in.
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i MATERIAL PROPERTIES ASME SA 155 KC70 (Fine Grain Killed Carbon Steel)
Pipe is Fabricated From ASTM A516 Grade 70 Material Specified Properties:
UTS :
70-90ksi Yield Strength :
38ksi min.
Elongation in 8 in :
17% min.
Elongation in 2 in:
21% min.
Stress limits :
3[c = 52.5 ksi l
Per equation 10,
of NC-365 2.3(b)
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U Code Stress Limit: 52.5 ksi Youngs Modulus: 29 x 10 koi Elastic Strain : 0.0018 in/in I
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f CODE LIMIT PLASTIC STRAINS jl
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Assume : n = 0.23 Then For a Plastic Strain of e= 0.002 the Stress is 38 ksi (from the definition of Yield Stress)
K can be calculated to be : 159 ksi Plastic Strains Can be Plotted on a Log-Log Plot Plastic Strain for 52.5 ksi is 0.0084 O
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W W ^ 0 ') ~~ TABLE 17-2 SETTLEMENT, STRESSES OF PR0f!LEb SYSTEMS ~ 8 M
- V RE SI setente 1meetion Profile Code
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22
b 'M m LSV5 "n t el 'h ? T T IT T d) l
fy al !%_~) W(hb y C \\cA l ' ifU try OCT I- \\}h.seh'gg*'h' MEETING
SUMMARY
DISTRIBUTION ~ u \\ /s/ Docket File Sx l a 7, e fr e c. G. Lear 's s p] tember NRC/PDR S. Pawlicki m 23* 1981 Local PDR V. Benaroya TIC /NSIC/ TERA Z. Rosztoczy . LB #4 r/f W. Haass H. Denton D. Muller E. Case R. Ballard D. Eisenhut W. Regan j R. Purple R. Mattson B. J. Youngblood P. Check A. Schwencer
- 0. Parr F. Miraglia F. Rosa J. Miller W. Butler G. Lainas W. Kreger R. Vollmer R. Houston J. P. Knight T. Murphy R. Bosnak L. Rubenstein F. Schauer T. Speis R. E. Jackson W. Johnston Attorney, OELD S. Hanauer OELD W. Ganmill OIE(3)
T. Murley ACRS (10) F. Schroeder R. Tedesco D. Skovholt N. Hughes M. Ernst K. Kniel NRC
Participants:
G. Knighton A. Thadani D. Tondi J. Kramer D. Vassallo P. Collins D. Ziemann A. Toalston V. Moore M. Srinivasan Chief, SPEB: DST bcc: Applicant & Service List R. Gamble E. Adensam Project Manager D. Hood Licensing Assistant M. Ovncan
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