ML20116H486
| ML20116H486 | |
| Person / Time | |
|---|---|
| Site: | Millstone  |
| Issue date: | 02/01/1995 |
| From: | Haramis V, Shin J, Zuzovsky M NORTHEAST NUCLEAR ENERGY CO. |
| To: | |
| Shared Package | |
| ML20116H438 | List: |
| References | |
| ME-TH-001, ME-TH-001-R01, ME-TH-1, ME-TH-1-R1, NUDOCS 9608120104 | |
| Download: ML20116H486 (57) | |
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CALCULATION _ COVER 8EERT %llj L ::!qf j CLIENT NUSCO . OFS. NO. 6041.006
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Valve 2cS-16.1 A and B Bonnet Fluid Teneerature Fo11ovina TDCA l ' ~u y: CALCULATION NO. ME-TH-001 NO. OF SHEETS 9+ attached
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. n;.y Calculation Cover sheet 1 T1.:1 Revision Log 2 "C .
1.0 Table of Contents 3 "yj
~x-2.0 Purpose 4 3.0 Applicable codes and Standards 4 4.O Methodology 4 Os$'!
5.0 Assumptions 4 0 6.0 References 4 7.0 C.alculations 5 ' I 8.0 Results and Conclusions 9 , l ATTACHMENTS A. HEATING 6 Computer Output 44 pages ( B. Memo from N. Patankar to M. Zuzovsky, dated 1/24/95 2 pages j
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To calculate the containment Sump Outlet Isolation valve (2CS-16.1 A & B) bonnet temperature after IOCA considering that the piping (24-HCB-1) Me to Elevation (-)29 upstream feet. of the valve is full of borated water up M El S l /athS l7 ; 3.0 APPLICABLE CODES AND STANDARDS i None i 4.O METHODOIDGY In order to calculate the temperature of the trapped fluid in the ! valve bonnet, this calculation uses the HEATING 6 computer code to g perform a transient heat transfer analysis of the pipe filled with y ad- ii water. The calculation considers a duration of '_ nt : IDCA, before the receipt of Sump Recirculatiorbtuation SignalafterjN/75 i (SRAS) when the valve 2CS-16.1 A and B and open. 1 All of the input data in contained in References 1 'Itt_ t O . M f M
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There are no assumptions in this calculation. *
6.0 REFERENCES
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- 1) Memo from N. Patankar to M. Zuzovsky, dated 1/24/95, NBP i 001, Attached. j t
- 2) " Principles of Heat Transfer", F. Kreith, 3rd Ed., 1976. !
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l 7.0 CALCULATIONS j;4 j The calculation Q es HEATING 6 to model the pipe (24"-HCB-1) from k ' elevation (-) feet to the valve. The pipe is filled with Al borated water and is Schedule 105 stainless steel. As depicted inl N /ff Ref. 3, the pipe is embedded in concrete until it reaches the valve W chamber, where the last 4.0 feet of the pipe is exposed to a i chamber temperature of 28'F. The containment temperature is 120*F before IDCA and 300'F after IDCA. The water in the pipe is stagnant for 4,j sinut:: &M W following IACAl.,Al when Recirculation Mode starts. The pipe outside diameter is 24" and the inside diameter is 23.5".p p mer99 feet of the pipe are embedded in concrete.
*M J g, 1/g97 The following properties are used in this calculation (Ref. 2):
MATERIAL Cond' activity Density Specific Heat (Btu /hr-ft-F) (lb/ft ) 3
'(Btu /lb-F)
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;- } : R5 8.0 RESULTS AND CONCIDSIONS g/. , g The results of the analysis show that after the it ggn : hb
" nut $h%f following IOCA, the temperature of the borated water upstream of' jgs6 ^MD the valves (2CS-16.1 A and B) .. . ;'
temperature of 89.l'F. During the doesgt 0, change ircett: from its initialfollowing IDCA KI . ,p?the temperature increase occurs only along ene-feet of the pipe on the fMf. containment side. o Ffut n, p u
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Based on the above it is concluded the trapped fluid temperature : in valve 2CS-16.1 I and B will rezain the same when the valve is l required to open on a SRAS. Since there is no change in the Bonnet - trapped fluid temperature , it is concluded that Pressure Ipking in the valve will not be experienced, as long as the pipe u - of valves 2CS-16.1 A and B is full of water at all tinsa. pstream l e i 1 4 J l ( i ! r
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- 6. Your budget including preperstion and checking is 40 hours: Charge No. 6041.006 If you have any questions, please contact me. .
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p"e : e. m m ,- 7:[h , . ]; c' ( January 34.2 1995;x "c NBP-95-001 ' I %:., : i TO: M. Zuzovsky $ gytj ) i j FROM: N. B. Patankar ! 1 *
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SUBJECT:
NUSCO - MILLSTONE UNIT 2 l CALCULATION TO ALLEVIATE PRESSURE LOCKING IN Q ! VALVE 2CS-16.1 A AND B i i l Based on our discussion, please perform a calculation to determine the valve (2CS-161 A and B) bonnet temperature, after LOCA considering that the piping (24*-HCB-1) upstream of the valve is full of borated water upto Elevation (-) 22 feet. The following input is provided for this
- calculation:
i i 1, Valve 2CS-16.1 A and B Data: (i) Size: 24 inches, parallel wedge type gate valve.150# ANSI rating ! , (ii) Details of Valve: See Drawing No. 25203-29050. Sheet 15. Rev. 0 - ! (iii) Maximum Bonnet Internal Pressure to Open Valve = 150 psig l (iv) Maximum Differential Pressure Across Both Discs = 150 psig 2; Piping Data (24"-HCB 1): (i) \ 24 inch dianieter, Schedule 10s. Stainless Steel (ASTM A312. Type 304) (iil Piping Classification: HCB per Spec. No. 7064 MS 3. Rev. 6 (iii) Piping Configuration: See Drawings Nos. 25203 24030. 25203 24026. FSK-M-010,25203 20150 Sheets I and 2 )
- 3. MOV Program Design Basis Information (Ref. Cal No. 89-078-870ES, Rev. 03 dated I 7/26/93, Appendix "O" page O 3 of O 5)
(i) I MOV 2CS-16.1 A and B Elevation: (-) 28.77 feet [28 (eet 9% inch] ' (ii) MOV 2CS-16.1 A and B End to End Dimension: 2* 8* 6 (iii) Valve Upstream Pressure after LOCA: 42.2 psig . 4 Valve Downstream Pressure after LOCA: 19.6 psig . 4 liv) Sump Recirculation Actuation Signal: 44 minutes after LOCA E. (when valve is required to open) k c , . .j '}}