ML20210U326
ML20210U326 | |
Person / Time | |
---|---|
Site: | Prairie Island |
Issue date: | 04/23/1997 |
From: | Hammersley R, Henry R FAUSKE & ASSOCIATES, INC. |
To: | |
Shared Package | |
ML20198H322 | List:
|
References | |
FAI-96-107, FAI-96-107-R, FAI-96-107-R00, NUDOCS 9709180004 | |
Download: ML20210U326 (482) | |
Text
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CALCULATION NOTE COVER SHEICT 8sCTIou TO na comPLaTED nY AUTaon(8):
Page I Cale-Note Number FA1/96107 Revision Number 0 Title Experimental Data to Simulate Possible Water Hammer Loads in the Prairie Island Service Water System for DBA Conditions Project Prairie Island Water Hammer Loads Shop order NSP001 Purposes Document the experiments results performed on scoping studies to determine the order of magnitude of waterhammer events that could occur in configurations like the Prairie Island fan cooler service water system under DBA conditions.
Results Summary:
These scoping experiments resulted in waterhammer loads which are tens of psi for all conditions obsened in this test facility.
l Resulting Reports, Letters, or Memoranda (Optional)
Author (s): Completion Name (Print or Type) Signature Date Robert E. Henry {, Mv 2% /927 p -
SECTION TO BE COMPLETED BY VERIFIER (8):
Verifier (s): Completion Name (Print or Type) Signature Date Robert J. Hammersley [ yj ,hwd,, Ag .13,1997 v
Verification Method:
SECTION TO BE COMPLETED BY MAMAGERs Responsible Manager: Approval Name (Print or Type) Signature Date Robert E. Henry '(h
[_ - . .
a-M u 24 6fp 9709100004 970915 DR ADOCK 0500
11-I I .
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i FA1/96-107
- Experimental Data to Simulate Possible ,
Water-Hammer Loads in the Prairie Island a Service Water Systemfor DBA Conditions '
- (Non-Safety Related)
, e Submitted To:
. Northern States Power Prepared By: -
~
Fauske & Associates, Inc.
16WO70 West 83rd Street ..
Burr Ridge, Illinois 60521 _
October,1996 _,
FAI\96-107; Rev. O Project No. NSP001
111o PURPOSE l
i The purpose of this report is to document the experimental results performed on scoping studies to determine the order of magnitude of waterhammer events that could occur in
! configurations like the Prairie Island fan cooler service water system under DBA conditions.
It is noted that these experimental results are not qualified information and are performed as i
- scoping stwiNr. Qualified information will be performed in subsequent studies to verify the 4
behaviors oberved in these scoping experiments, i
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FAI\96-107; Rev. O Project No. NSP001
= IV
- INPUT DATA AND ASSUMFilONS For these scoping studies, the input data used was the general con 0guration of the Prairie -
Island service water system. In particular, important input for these scoping experiments is the fact that the service water system descends to the cooling coils on the supply side and rises from the cooling coils to a higher elevation on the discharge side. Furthermore, it was determined that the typical water velocity through the fan coolet coils prior to the assumed accident situation is about 5 ft/sec. Once the accident condition is initiated, steam would be added to the
~
containment and could cause net steam generation in the fan cooler coils. In these experiments, this is simulated by steam addition to the piping condguration representing the Prairie Island service water piping outside of the fan coolers.
1 FAl\96-107; Rev. O Project No. NSP001
- yO CALC NOTE NUMBER FAT /f(, -/o 7 REv. O PAGE V CALCULATION NOTE METHODOLOGY CHECKLIST csECKLIST TO BE COMPLETED SY AUTHOR (S) (CIRCLE APPROPRIATE RESPONSE)
- 1. Is the subject and/or the purpose of the design j analysis clearly stated? . . . . . . . . . . . . . . JE5 . NO
- 2. Are the required inputs and their sources provided? . JE[ . NO . N/A
- 3. Are the assumptions clearly identified and j justified? . . .. . . . . . . . . . . . . . . . . . #fs . NO .
N/A
- 4. Are the methods and units clearly idwatified? . . . . BE[ . NO . N/A S. Have the limits of appilcability been identified?
(Is the analysis for a 3 or 4 loop plant or for a
. . YES . NO 4Nf[
single application.) *
- 6. Are the results of literature searches, if conducted, or other background data provided? . . . . . . . . . NB 1 [k .
F NO a.. --
3 N/A
- 7. Are all the pages sequentially numbered and /
identified by the calculation note number? . . . . . fEB . NO
- 8. Is the project or shop order clearly identified? .
. M . No
- 9. Mas the required computer calculation information been provided? . . . . . . . . . . . . . . . . . . . YEs . NO 6t[
- 10. Were the computer codes used under configuration control? . . . . . . . . . . . . . . . . . . . . . . YES . NO . [J(/ [
- 11. Here the computer code (s) used applicable for modeling j the physical and/or computatic3al problems identified? YE5 . NO . bl/A (Is the correct computer code being used for the intended purpose.)
- 12. Are the results and conclusions clearly stated? . . . . NO
- 13. Are Open Items properly ide.ntified? . . . . . . . . . YES . NO . $f 14; Here approved Design control practices followed without exception? YES g
/
N/A (Approved Design Control practices refers to guidance documents within ifMATD that state how the work is to be performed, such as how to perform a LocA analysis.)
NOTE u r .
If 30 to any of the above, Page Number containing justification N. .0E FA!/96107; Rev. O Project No. NSP001
. vi -
TABLE OF CONTENTS First Last -
PAER EAEC CALCULATION NOTE COVER SHEET i i +
TITLE PAGE 11 11 PURPOSE ill 111 INPUT DATA AND ASSUMPTIONS iv ly 1 J
AUTHOR CHECKLIST v v TABLE OF CONTENTS vi vi 4
LIST OF FIGURES vli vil LIST OF TABLES vill vili ,
1.0 BACKGROUND
1-1 16 +
2.0 EXPERIMENTAL RESULTS 21 21
3.0 REFERENCES
3-1 31 APPENDIX A Experimental Data A1 A-465 u
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LIST OF FIGURES Figure 1 Waterhammer experiment . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12 4
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FAI\96-107; Rev. O Project No. NSP001
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- LIST OF TABLES s
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Tab!: 1 Prairie Island Watert'.m:ncr Test Data (1" Dia. Test A;'paratu s . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13 t
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- FAI\96-107; Rev. O Project No NSP001 ,
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1.0 BACKGROUND
This report contains the experimental data for the 1 inch and 2 inch scaled experiments to represent possible waterhammer loads in the Prairie Island service water system for DBA conditions. The scaling for the experimental system is discussed is FA1/96 89 (FAI,1996) and this report only contains the raw experimental information.
The experiments used the configuration shown in Figure 1. Table 1 lists the relevant parameters for the experimental data. The information presented in this report is not qualified information and was only used as a scoping study to determine the order of magnitude pressure increases that could occur under postulated waterhammer conditions in the fan cooler circuit.
These experimental data were performed using good engineering practices, including calibration of the instruments. However, the calibration equipment was not current with standards that could be traced to the National Bureau of Standards. As a result, this report is given QA review, with an understanding that the experimental information is unqualified. However, the QA review serves as a review function to assure that the information observed in these experiments is consistent with that that has been reported in the pertinent open literature. This open literature information is presented in FAI/96-89 (FAI,1996).
FAI\96-107; Rev. O Project No. NSP001
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Table I
@ Prairie Island Waterh====ner Test Data y (l" Dia. Test Apparatees) k Steam Initial Water Initial Steam Receiver Vessel Initial Water Secam Flow y Orifice Size Water Temp Reservoir Temperature Pressure Flow Interval Interval
,4 Test (in) (*F) Pressure (psig) (*F) (in Hg) (secs) (sec) 1 7/16 68 72 287 -263 5 30 l
2 7/16 68 76 268 -25.9 5 20 3 .7/16 68 75 311 -28.1 5 40' 4 7/16 68 68 2% -27.9 5 50 5 1/4 68 73- 278
-27.8 5 60 6 1/4 68 72 268 -27.6 5 20 7
7 1/4 68 67 268 -27.6 5 30 8 1/4 68 70 266 -27.6 5 40 9 1/4 68 70 287 -27.4 5 50 10 1/4 68 70 287 -27.2 5 70 11 5/8 68 72 284 -29.0 15 30 12 5/8 68 72. 272 -28.4 5 20 70 262 -28 3 5 40
[ 13 5/8 68 14 5/8 68 72 264 -28.3 5 50 Z
15 5/8 68 70 276 -28.0 5 10 Z
16 5/8 68 72 294 -28.0 5 60
m
& Table I B Prairie Island Waterhammer Test Data
$ (l* Dia. Test Apparatus)
S
~y Steam Initial Water Initial Steam Receiver Vessel Initial Water Steam Flow q
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Orifice Size Water Temp Reservoir Temperature Pressure Flow Interval Interval o Test (in) (*F) Pressure (psig) (* F) (in Hg) (secs) (sec) 17 5/8 68 72 287 -27.8 5 25 18 5/8 68 72 288 -27.6 10 20 19 5/8 68 72 280 -27.4 10 30 20 5/8 68 72 262 -27.0 10 40 21 5/8 68 72 253 -26.0 10 50 22 5/8 68 72 262 -26.8 10 60 23* 5/8 68 72 288 -26.6 10 40 24* 5/8 68 72 295 -26.5 10 60 25* 5/8 68 72 285 -26.4 10 90 26* 5/8 68 72 275 -26.4 10 120 27** 5/8 68 72 N/A -28.0 5 10 28*
- 5/8 68 72 N/A -28.0 5 5 m
- 3. 29** 5/8 68 72 N/A -28.0 5 15 2
30 5/8 68 70 271 -27.1 10 30
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o 31 5/8 68 70 262 -27.0 10 20 i 4 Z '
, en 32 5/8 68 70 269 -27.0 10 40
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$ taw 1 5 Prairie Island Waterhammer Test Data 1 (1" Dia. Test Apparatus)
Steam Initial Water Initial Steam Receiver Vessel Initial Water Steam Flow
{
Test Orifice Size (in)
Water Temp
(*F)
Reservoir Pressure (psig)
Temperature
(*F)
Pressure (in Hg)
Flow Interval (secs)
Interval (sec) o 33' 5/8 68 72 280 -27.0 10 30 34 t 5/8 68 70 277 -27.0 10 40 t
35 5/8 68 72 267 -27.0 10 60 36* None 68 71 277 -28.1 10 20 37' None 68 68 273 -
-28.0 10 30 l 38' None 68 68 268 -28.0 10 55 7
39' None 68 68 273 -28.0 10 60 40* Fone 68 70 2% -27.2 10 20 41* None 68 68 288 -27.2 5 30 1
42* None 68 70 278 -26.9 5 45 43' None 68 69 281 -26.7 5 50 44' None 68 70 296 -27.7 5 15 y 45 " None 68 68 303 -27.7 10 15 3 46" None 68 68 293 -77.5 10 20 .
Z l 9 47" None 68 65 285 -27.1 10 30
" 48"* None 68 69 287 -26.8 10 20
' ' ' ' ' ' " - - ' - - - ' ' ' - ~ ~ ' " - " ' ' " ' ' ' " ' ' ' '
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@ Table 1 y Prairie Island Waterhauunser Test Data g (l* Dia. Test Apparatus) u
'd Steam Initial Water Initial Steam Receiver Vessel Initial Water Steam flow y Orifice Size Water Temp Reservoir Temperature Pressure Flow Interval Intenal o Test (in) (*F) Pressure (psig) (*F) (in Hg) (secs) (sec) 49"' None 68 76 305 -26.8 10 40 50"* None 68 71 296 -26.6 10 50 51"* None 68 74 284 -26.3 10 60 52"* None 68 72 274 -26.2 10 60 53" None 68 60 294 -28.2 10 20
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54" None 68 60 283 -28.2 10 40 g 55"* None 68 60 276 -28.0 10 20 56" None 68 60 297 -27.8 10 40 57"* None 68 60 279 -27.1 5 20 58"* None 68 61 272 -26.0 5 20
- No reverse flow through the inlet piping.
" No steam flow, i.e. experiment observed column separation and rejoining only.
y t Bypass valve closed at refill.
" 2-inch pipe.
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31 2.0 EXPERBENTAL RESUL15 l l De experimental results from the tests listed in Table 1 are given in Appendix A.
Typically, the information given in the appendices are the pressures and temperatures measured during the transients specified in Section 1. It is repeated here that this experimentalinformation is not qualified experimental data and it was not intended so. Specifically, these tests were performed as scoping experiments to identify the order of magnitude of pressures that could be expected under waterhammer events related to the Prairie Island fan cooler service water system.
Good engineering practices were carried out to perform these experiments, including calibration of the pressure translucers and thermocouples. However, the calibration equipment was not current with certification that was traceable to the National Bureau of Standards. Qualified information will be performed in a subsequent study to verify that the information from this scoping analysis is valid since the ultimate use of such information is to evaluate safety related systems.
fan 96107; Rev. O Project No. NSP001
31 l
3.0 REFERENCES
l Fauske & Associates (FAI),1996, " Evaluation of Possible Wate.-Hammer Loads in the Prairie island Service Water System for DBA Cor.ditions," Fauske & Associates Report FAl/96-89, submitted to Nonhem States Power.
4 k
FAl\96107; Rev. O Project No. NSP001
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. ' APPENDIX A l Experknental Data 4
FAli96-107; Rev. O Project No. NSP001
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