ML20093P101
| ML20093P101 | |
| Person / Time | |
|---|---|
| Site: | Midland |
| Issue date: | 01/20/1981 |
| From: | Kane J NRC |
| To: | NRC |
| Shared Package | |
| ML19258A087 | List:
|
| References | |
| CON-BX17-052, CON-BX17-52, FOIA-84-96 NUDOCS 8408030020 | |
| Download: ML20093P101 (18) | |
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DISCUSSION TOPICS NRC-ETEC-BECHTEL MEETING ' JANUARY 20, 1981 BETHESDA, MARTLAED A.
Status Update 1.
50.54f Questions and Responses 2.
Survey Data a.
8-1HBC-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 Allowables b.
Basis for Allowables 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 4
f.
High Stress Levels g.
End Support Assumptions, Fixed or Hinged
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t TABLE 11-2 i
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Fleure
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UNITED STATES 8
- ,j NUCLEAR REGULATORY COMMISSION r,
a WASHINGTON,0. C. 20665
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MEMORANDUM FOR:
F. J. Miraglia, Acting Chief Licensing Branch #3, DL FROM:
R. J. Bosnak, Chief, Mechanical Engineering Branch, DE
SUBJECT:
INTER 0GERATORIES FOR UNDERGROUNG PIPING IN THE RAND 0M FILL AREA AT THE MIDLAND NUCLEAR PLANT Please find enclosed pages 1 and 2 of the Enclosure to ETEC letter 80ETEC-DRF-4465 transmitting interogeratories for Consumer's Power Company. These questions are submitted in connection with the discovery period related to the upcoming hearings on the " Order Modifying Construction Permits CPPR-81 and 82".
We will require a rapid response to these questions so that an evaluation can be made prior to the hearings.
f l)Wh R. J. Bosnak, th ef Mechanical Engineering Branch Division of Engineering
Enclosure:
As stated cc:
J. P. Knight, DE H. L. Brammer, DE F. C. Cherny, DE D. Hood, DL W. Paton, M ELD J. Kane, L. Heller, DE F. Rinaldi, DE' R. Gonzales, DE
Contact:
A. Cappucci, DE:MEB, x29476 1
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. 3 Enclosure to: udETEL-DRt-44bb b
QUESTIONS FOR CONSUMERS POWER COMPANY CONCERNING THE DEFORMATIONS OF 80RIED PIPING DUE TO DIFFERENTIAL SOIL SETTLEMENT AT MIDLAND PLANT UNITS 1 AND 2 Reference Responses to the NRC 10 CFR 50.54(f) Raquest Regarding Plant Fill for Midland Plant Units 1 and 2. Consumers Power Company, Docket Numbers 50-329 and 50-330.
..l ) What were the criteria for determining which of the Category I buried lines were to be profiled and what was -the justification for these criteria?
- 2) It appears that'in some sections of the profiled lines the stresses are considerably higher than those listed in the reference. What.is'the method used to calculate the stresses in these lines due to the differential soil settlement?
- 3) There are sections of the profiled lines where the slope changes rather rapidly. This would indicate high local bearing loads. What are the magnitudes of these loads, type of load and their probable cause?
1
- 4) The sections of line where the slope changes rapidly i
could have high bearing loads and also high bending stresses.
What assurance is there that local buckling will not occur in these areas?
4
- 5) What action is contemplated for buried pipes if the 1
stresses due to the ground settlement are greater than the Code allowable for 3 S ?
c
- 6) What assurance is there that the deformed ifnes do not induce high nozzle or componant loads? Some of the profiled lines have considerable slope at attach-ment points to other pipes, tanks etc., and at building penetrations.
If these lines were forced into position to make the final closure weld or the settlement oc--
cured mainly after the final closure welds were made, high stresses could be induced into the piping, com-ponents, and supports.
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Encicsure to: 80ETEC-DRF-4465 Page 2
- 7) 'Have methods for measuring in situ stresses in the deformed piping been investigated or tried? If not, why not?. This maIy' be the only method of determining the stresses in some areas where the final closure welds have been made before the major portion of the settlement occurred or where there is a concentrated load due'to some unknown phenomenon.
- 8) If the stresses in the profiled lines exceed code allowables, how will this.be related to the non-profiled lines?
- 9) Current profiles refle"ct present settlement only.
How do you plan to account for the additional settlement that occurs over the life of the plant?
10)' What are 'the criteria for the minimum rattle space of Category I piping at building penetrations and do all the Category I piping penetrations meet these criteria? If not, what corrective action is proposed?
- 11) Due to the slope of some of the lines at building penetrations it appears that there could be clearance on one side of the penetration and contact on the other. What assurance is there that there is sufficient
~
clearance over the length of the penetration to accom-modate the differential settlement between the pipe and the building and the expected seismic excitations?
- 12) The accuracy (and reliability) of the method used to profile the pipes should be clarified.
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,n UNITED STATES E
NUCLEAR REGULATORY COMMISSION I
o wasunwiron, o. c. msm r,
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JgR 31 1980
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Docket Nos.: 50-329/330 OM, OL
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MEMORANDUM FOR:
F. Miraglia, Acting Chief Licensing Branch No. 3. DL FROM:
Darl Hood, Project Manager, Licensing Branch No. 3, DL
SUBJECT:
NOTICE OF MEETING - STRESS ANALYSES FOR UNDERGROUND PIPING - MIDLAND PLANT UNITS 1 & 2 Date & Time:
9:00 a.m.
Q January 20, 1981 Location:
Room P-114 Phillips Building Bethesda, Maryland
Purpose:
To resolve differences in bending stresses calculated by ETEC and Bechtel for underground pipes at Midland Plant, Units 1 & 2
/
O NRC
Participants:
R. Bosnak, et.al.
Enerqy Technology Engineering Center Consumers Power Company D. Budzik, et.al.
Bechtel L. Cu* tis, et.al.
\\
ML Y*
- f, Darl Hood, Project Manager Licensing Branch No. 3 Division of Licensing
Enclosure:
Agenda cc: See next page.
MHeetings between NRC technical staff and applicants for if censes are open for interested mempers of the public, petitioners, intervenors, or other parties to attend as observers pursuant to "Open Meeting and atement of NRC Staff Policy", 43 FR 28058, 6/28/78.
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Enclosure AGENDA By letter of October 20,.1980, Mr. R. Tedesco noted that significant
- /
differences existed for the bendino stresses in underground piping due to 1
differential soil settlement as calculated by ETEC and by Bechtel for Midland Plant, Units 1 & 2.
The letter requested details of the stress calculations and suggested a follow-up meeting to discuss these differences.
The applicant replied by letter of November 14, 1980, providing the summary calculations and confirming the need for a follow-up meeting on these differences.
The agenda will consist of a review of the two summary calculations, one by ETEC and one by Bechtel, with emphasis on differences between the two.
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