ML19270F818

Discusses Corrective Reevaluation Following Discovery of Calculational Error in ECCS Evaluational Model.Error Involves Heat Generation Factor for Fuel Cladding During Loca.Forwards Westinghouse ECCS Reanalysis

ML19270F818
Person / Time
Site:	Point Beach
Issue date:	03/20/1979
From:	Burstein S WISCONSIN ELECTRIC POWER CO.
To:	Schwencer A Office of Nuclear Reactor Regulation
References
NUDOCS 7903270565
Download: ML19270F818 (76)

Text

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Wisconsin Electnc eaara couesur 231 WEST MICHIGAN, MILWAUKEE, WISCONSIN 53201 March 20, 1979 Mr. Harold R-Denton, Director Office of Nuclear Reactor Regulation U.

S. NUCLEAR REGULATORY COMMISSION Washington, D.

C.

20555 Attention:

Mr.

A.

Schwencer, Chief Operating Reactors Branch 1 Gentlemen:

DOCKETS 50-266 AND 50-301 LOCAL ECCS ANALYSIS WITH ZIRCONIUM-WATER REACTION CORRECTION POINT BEACH NUCLEAR PLANT UNITS 1 AND 2 On March 23, 1978, Westinghouse Electric Corporation informed the Nuclear Regulatory Commission (NRC) of a calculational error in their ECCS Evaluation Model which involved the incorrect use of a volumetric heat generation factor for the metal-water reaction used to calculate the fuel cladding temperature for the LOCA analysis.

NRC promptly determined that no immediate operating change was required to assure safe operation of the plants affected, but that reanalysis and evaluation were required.

Westinghouse evaluated the impact of this error on previous plant specific LOCA analyses.

They also investigated several pending modifications to their previously approved ECCS evaluation model which tended to offset the impact of the calculational error to some degree.

On March 29, 1978, at a meeting in Bethesda, Maryland with members of the NRC Staff and utility representatives, Westinghouse described the issue in detail and discussed its impact as determined by scoping calculations and sensitivity studies.

Based on this meeting and subsequent discussions with Westinghouse, the NRC issued an Order for Modification of License for the Point Beach Nuclear Plant, Units 1 and 2.

This Order directed that Licensee submit a re-evaluation of ECCS cooling performance calculated in accordance with a revised and approved Westinghouse ECCS Evaluation Model as soon as possible.

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Mr. Harold R. Denton March 20, 1979 September 13, 1978, we were notified that the NRC Staff had approved a revised Westinghouse ECCS Evaluation Model which corrected the identified error and incorporated a number of the modifications which tended to offset this error.

Based on a proposed Westinghouse reanalysis schedule, we stated in our letter dated October 10, 1978 that we would supply the revised ECCS evaluation for Point Beach Nuclear Plant by January 12, 1979.

Subsequent to that date, we were advised by Westinghouse that there would be some delay in receiving the completed ECCS reanalysis.

We so informed Mr. Trammel of your Staff via telephone call.

On March 12, 1979, we received the completed ECCS evaluation from Westinghouse.

We have had this evaluation reproduced, and are providing it to you enclosed.

This reanalysis consists of a generic sensitivity study which shows that the limiting break for Westinghouse two-loop plants with 14 x 14 fuel is a double-ended, cold-leg, guillotine pipe break with a discharge coefficient of 0.4.

The analysis of this specific limiting break for Point Beach Nuclear Plant, Units 1 and 2 is provided attached.

The results of this analysis show that the Emergency Core Cooling System continues to meet the Acceptance Criteria, as presented in 10 CFR Part 50.46 of the Commission's regulations.

It is our intention to include this revised analysis in an amendment to the Point Beach Final Facility Description and Safety Analysis Report (FFDSAR) at a later date.

Please advise us if you have any questions concerning the attached reanalysis.

Very truly yours, C

r

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Ex utive Vice President Sol Burstein Enclosures

P0IllT BEACH tlVCLEAR PLAfiT UtilTS 1 Arid 2 LOCA REAriALYSIS The Loss of Coolant Accident (LOCA) has been re-analyzed for Point Beach Units 1 & 2.

The following information amends the Safety Analysis Report section on Major Reactor Coolant System Pipe Ruptures.

The description of the various aspects of the LOCA analysis is given in WCAP-8339[2],

The individual computer codes which comprise the Westinghouse Emergency Core Cooling System (ECCS) evaluation model are described in detail in separate reports [ -6] along with code modifications specified in references 7,10, and 11. The analysis presented here was perfon11ed with the February 1978 version of the evaluation model which in-cludes modifications delineated in references 12, 13, 14, and 15.

Results The analysis of the loss of coolant accident is performed at 102 percent of the licensed core power rating. The peak linear power cnd total core power used in the analysis are given in Table 2.

Since there is margin between the value of peak linear power density used in this analysis and the value of the peak linear power density expected during plant operation, the peak clad temperature calculated in this analysis is greater than the maximum clad temperature expected to exist.

Table 1 presents the occurence time for various events throughout the accident transient.

Table 2 presents selected input values and results from the hot fuel rod thermal transient calculation.

For these results, the hot spot is defined as the location of maximum peak clad temperatures. That location is specified in Table 2 for the break analyzed. The location is indicated in feet, which presents elevation above the bottom of the active fuel stack.

Table 3 presents a summary of the various containment systems parameters and structural parameters which were used as input to the C0C0 computer code [6] used in this analysis.

Tables 4 and 5 present reflood mass and energy releases to the containment, and the broken loop accumulator mass and energy release to the containment, respectively.

The results of several sensitivity studies are reported [8]

These results are for conditions which are :10t limiting in nature and hence are reported on a generic basis.

Figures 1 through 17 present the transients for the principal parameters for the break sizes analyzed. The following items are noted:

Figures 1 - 3:

Quality, mass velocity and clad heat transfer coefficient for the hotspot and burst locations.

Figures 4 - 6:

Core pressure, break flow, and core pressure drop.

The break flow is the sum of the flowrates from both ends of the guillotine break. The core pressure drop is taken as the pressure just before the core inlet to the pressure just beyond the core outlet.

Figures 7 - 9:

Clad temperature, fluid temperature and core flow.

The clad and fluid temperatures are for the hot spot and burst locations.

Figures 10 - 11':

Downcomer and core water level during reflood, and flood-ing rate.

Figures 12 - 13:

Emergency core cooling system flowrates, for both accumulator and pumped safety injection.

Figures 14 - 15:

Containment pressure and core power transients.

Figures 16 - 17:

Break energy release during blowdown and the contain-ment wall condensing heat transfer coefficient for the worst break.

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Conclusions - Thermal Analysis For breaks up to and including the double ended severance of a reactor coolant pipe, the Emergency Core Cooling System will meet the Acceptance Criteria as presented in 10CFR50.46 EI3.

That is:

1.

The calculated peak clad temperature does not exceed 2200 F based on a total core peaking factor of 2.32 2.

The amount of fuel element cladding that reacts chemically with water or steam does not exceed 1 percent of the total amount of Zircalloy in the reactor.

3.

The clad temperature transient is terminated at a time when the core geometry is still amenable to cooling. The cladding oxidation limits of 17% are not exceeded during or after quenching.

4.

The core temperature is reduced and decay heat is removed for an extended period of time, as required by the long-lived radioactivity remaining in the core.

The effects of upper plenum injection for g designed 2-loop plants has been discussed with the staff [16-20]

Based on interium calculations, a 60

'F increase in calculated peak clad temperatures results from explicit modeling of upper plenum injection in the Point Beach Plant.

In order to use the present y ECCS evaluation mode 1[13,14,15,16] to analyze a postulated LOCA in the Point Beach Plant and remain in compliance with 10CFR50.46, a limit of 2140 F on calculated peak clad temperatures must be observed.

It can be seen from the results contained herein that this ECCS analysis for the Point Beach Plant remains in compliance with 10CFR50.46.

Attached in Appendix A, are the results of a generic sensitivity study for a typical 2-loop plant with 14 x 14 fuel. This sensitivity study was performed to demonstrate that the limiting break does not change due to a correction in the metal-water heat of reaction calculation which is included in the February 1978 version of the Westinghouse ECCS evaluation model.

The results of this generic sensitivity study show that the limiting break for Westinghouse plants of this type is a double-ended cold leg guillotine with a discharge coefficient of 0.4.

Since this agrees with past sensitivity studies [8,9] only the limiting break for Point Beach 1 & 2 is printed here.

4

References for Section 15.4.1 l.

" Acceptance Criteria for Emergency Core Cooling Systems for Light Weter Cooled Nuclear Power Reactors",10CFR50.46 and Appendix K of 10CFR50.46.

Federal Register, Volume 39, Number 3, January 4, 1974.

2.

Bordelon, F.M., Massie, H.W., and Zordan, T.A., " Westinghouse ECCS Evaluation Model-Summary", WCAP-8339, July 1974.

3.

Bordelon, F.M., et al., " SATAN-VI Program: Comprehensive Space-Time Dependent Analysis of Loss-of-Coolant", WCAP-8302 (Proprietary Version),

WCAP-8306 (Non-Proprietary Version), June 1974.

4.

Bordelon, F.M., et al., "LOCTA-IV Program:

Loss-of-Coolant Transient Analysis", WCAP-8301 (Proprietary Version), WCAP-8305 (Non-Proprietary Version), June 1974.

5.

Kelly, R.D., et al., " Calculational Model for Core Reflooding after a Loss-of-Coolant Accident (WREFLOOD Code)". WCAP-8170 (Proprietary Version),

WCAP-8171 (Non-Proprietary Version), June 1974.

6.

Bordelon, F.M., and Murphy E.T., " Containment Pressure Analysis Code (C0CO)",WCAP-8327 (Proprietary Version), WCAP-8326 (Non-Proprietary Version), June 1974.

7.

Bordelon, F.M., et al., "The Westinghouse ECCS Evaulation Model: Supple-mentary Information", WCAP-8471 (Proprietary Version), WCAP-8472 (Non-Proprietary Version), January 1975.

8.

Salvatori, R., " Westinghouse ECCS - Plant Sensitivity Studies", WCAP-8340 (Proprietary Version), WCAP-8356 (Non-Proprietary Version), July 1974.

9.

Delsignore T., et al., " Westinghouse ECCS Two-Loop Sensitivity Studies

.(14 x 14)", WCAP 8854, (Non-Proprietary Version), September 1976.

10.

" Westinghouse ECCS Evaluation Model, October,1975 Versions", WCAP-8622 (Proprietary Version), WCAP-8623 (Non-Proprietary Version), November,1975.

11. Letter from C. Eiche1dinger of Westinghouse Electric Corporation to D.B.

Vassalo of the Nuclear Regulatt y Commission, letter number NS-CE-924, January 23, 1976.

12. Kelly, R.D., Thompson, C.M., et al., " Westinghouse Emergency Core Cooling System Evaluation Model for Analyzing Large LOCA's During Operation with Jne Loop Out of Service for Plants without Loop Isolation Valves", WCAP-9166, February, 1978.

13. Eicheldinger, C., " Westinghouse ECCS Evaluation Model, February 1978 Version",

WCAP-9220 (Proprietary Version), WCAP-9221 (Non-Proprietary Version), February, 1978.

14. Letter from T.M. Anderson of Westinghouse Electric Corporation to John Stolz of the Nuclear Regulatory Commission, letter number NS-TMA-1830, June,1978.

15. Letter from T.M. Anderson of Westinghouse Electric Corporation to John Stolz of the Nuclear Regulatory Commission, letter number NS-TMA-1834, June 20, 1978.

16.

" Safety Evaluation Report on ECCS Evaluation Model for Westinghouse Two-Loop Plants", November, 1977.

17.* Letter from R. L. Kelly of Westinghouse Electric Corporation to T. R.

Wilson of Wisconsin Electric Power Co., letter number WEP-78-2, February 24, 1978.

18. "NRC Questions Regarding the 1/16/78 Submittal by Westinghouse Designed Two-Loop Plant Operators", February 1, 1978.

19. Refer to Reference 17.

Wisconsin Electric Power Co. should supply the proper references which were formally transmitted to the NRC.

20.' " Safety Evaluation Report on Interim ECCS Evaluation model for Westinghouse Two-Loop Plants", March 1978.~

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TABLE 1 LARGE BREAK - TIME SEQUENCE OF EVENTS f

EVENT OCCURRENCE TIME (SECONDS) 4 DECLG, C DECLG, C DECLG, CD"

=

=

D D

Accident Initiation 0.0 0.0 0.0 Reactor Trip Signal

.64 Sa fety Injection Signal

.8 Start Accumulator Injection 10.1 End of CCC Bypass 22.4 End of Blowdown 22.4 bottom of Core Recovery 43.0 Accumuators Empty 57.8 Start Pumped ECC Inje. tion 25.8

,....w e

TABLE 2 f,

LARGE BREAK - ANALYSIS INPUT AND RESULTS Quantities in the Calculations:

Licensed Core Power Rating 102% of 1518.5 MWt Total Core Peaking Factor 2.32 MWt Peak Linear Power 102% of 13.23 kw/ft Accumulator Water Volume 1100 cubic feet per tank Accumulator Pressure 700 PSIA

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Humber of Safety Injection Pumps Operating 2

Steam Generator Tube Plugging Level 10 percent (uniform)

Fuel Parameters -

Cycle Generic Region _ Generic Results DECLG, CD" DECLG, C DECLG, C

=

=

D D

Peak Clad Temperature (*F) 2007 Location (feet) 7.5 Maximum Local Clad / Water Reaction (%)

3.6 Location (feet) 7.5 Total Core Clad / Water Reaction (%)'

<0.3, Hot Rod Burst Time (seconds) 33.6 Location (feet) 5.75 3

k TABLE 3 DRY. CONTAINMENT DATA 6

NET FREE VOLUME 1.065x10 ft.3 INITIAL CONDITIONS Pressure 14.7 psia Temperature 90 F

RWST Temperature 34

• F Service Water Temperature 33 F

Outside Temperature

-25

• F SPRAY SYSTEM Humber of Pumps Operating 2

Runout Flow Rate 1950 gpm each Actuation Time 10 secs SAFEGUARDS FAN COOLERS Number of Fan Coolers Operating 4

Fastest Post-Accident Initiation of Fan Coolers 35 secs STRUCTURAL HEAT SINKS Thickness (in.)

Area (ft.2)

.322 steel / concrete, 12 56020

.188 steel / concrete, 12 6230

.25 steel / concrete,12 2480

.188 steel / concrete, 12 690

.094 steel 103724

.304 steel 11710

.443 steel 4730

.584 steel 5441

.712 steel 4490 1.0 steel 957 2.634 steel 3667

.125 steel 10221

.209 steel 16551

.5 steel 2707

.322 steel 13835

.065 steel 141106

.036 steel 38250

.1 steel / concrete, 3 19500 3.0 concrete 19500 30.0 concrete 61500

b TABLE 7 (Contd.)

PAINTED SURFACES Minimum Painted Paint Thickness (in.)

Area (ft.2)

Thickness (mils) 7.5 56020 7.5 2480 7.5 103724 7.5 11710 7.5 4730 7.5' 5441 7.5,

4490

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7.5 957 6.0 3667 6.0 10221 6.0 16551 6.0 2707 l

h TABLE 4 REFLOOD MASS AND ENERGY RELEASES Time (sec.)

Mass Flow (lb./sec.)

Energy Flow (BTU /sec.)

43.6

.013 16.4 45.2

.336 434.3 49.7 29.0 37480.

60.5 50.5 65328.

73.8 52.0 67255.

89.6 168.5 94766.

107.

209.2 99733.

126.

214.2 97181.

169.

221.5 90684.

221.

229.4 83334.

289.5 240.7 75608.

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I TABLE 5 BR0KEli LOOP ACCUMULATOR MASS A!10 EffERGY RELEAS_E

~ Time (sec.)

Mass Flow (1b./sec.)

Energy Flow (CTU/sec.)

1.010 2523.352 151123.552 2.010 2412.531 144486.508 3.010 2317.098 138770.989 4.010 2233.889 133767.624 5.010 2159.501 129332.532 6.010 2091.785 125276.979 7.010 2029.567 121550.785 8.010 1972.161 118112.739 9.010 1919.533 114960.820 10.010-1871.059 112057.695 11.010 1826.455 109386.399 12.010 1785.235 106917.735 13.010 1746.846 104618.602 14.010 1711.029 102473.520 15.010 1677.859 100486.964 16.010 1647.205 98651.130 17.010 1618.707 96944.347 18.010 1592.058 95348.345 19.010 1567.067 93851.632 20.010 1543.483 92439.214 21.010 1521.134 91100.696 22.010 1499.948 89831.885 25.429 1434.812 85930.869 25.929 1425.058 85346.753 26.429 1415.493 84773.886 26.929 1406.109 84211.893 27.429 1396.901 83660.413 27.929 1387.863 83119.104 28.429 1378.989 82587.638 28.929 1370.274 82065.704 29.429 s

1361.713 81553.004 29.929 1353.302 81049.251 30.429 1345.035 80554.174 30.929 1336.909 80067.510 31.429 1328.920 79589.010 31.929 1321.063 79118.434 32.429 1313.334 78655.551 32.929 1305.730 78200.143 33.429 1298.247 77751.996 33.929 1290.882 77310.908 34.429 1283.631 76876.633 34.929 1276.492 76449.135 34.429 1269.462 76028.082 35.929 1262.537 75613.350 36.429 1255.715 75204.774 36.929 1248.993 74802.192 37.429 1242.368 74405.448 37.929 1235.839 74014.395 38.429 1229.402 73628.887 38.929 1223.055 73248.787 39.429 1216.797 72873.960 39.929 1210.624 72504.276 40.429 1204.535 72139.612 40.929 1198.528 71779.846 41.429 1192.601 71424.863 41.929 1186.752 71074.549

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t APPENDIX A Generic Sensitivity Study Results for 2-Loop Plant With 14 x 14 Fuel

a TABLE 1 Large Break - Time Sequence of Events EVEllT OCCURENCE TIME (SECONDS)

DECLG, CD =1.0 DECLG, CD =0.6 DECLG,CD = 0.4 Accident Initiation 0.0 0.0 0.0 Reactor Trip Signal 0.52 0.53 0.54 Safety Injection Signal 0.48 0.56 0.67 Start Accumulator Injection 5.'

7.5 9.8 End of ECC Bypass 15.15 16.75 19.96 End of Blowdown 15.15 16.75 19.96 Bottom of Core Recovery 28.6 30.0 32.8 Accumulators Empty 37.5 39.1 42.1 Start Pumped ECC Injection 25.48 25.56 25.6

TABLE 2 LARGE BREAK - AfiALYSIS IflPUT AtlD RESULTS Quantities in the calculations:

Licensed core power rating 102% of 1650 MWt Total core peaking factor 2.31 Peak linear power 102% of 14.3 kw/ft Accumulator water volume 1250 cubic feet per tank Accumulator pressure 700 PSIA

.flumber of Safety Injection Pumps Operating 2

Steam Generator Tube Plugging Level 1

percent (uniform)

Fuel Parameters -

Cycle Generic Region Generic 0.4 Results DECLG, CD=

1.0 DECLG, CD= 0.6 DECLG, CD=

Peak clad temperature (OF) 1936 1964 2193 Location (feet) 7.5 7.5 7.5 Maximum local clad / water reaction (%)

4.1 4.5 9.1 Location (feet) 7.5 7.5 7.5 Total core clad / water reaction (%)

<0.3

<0.3

<0.3 Hot rod burst time (seconds) 78.0 70.6 25.6 Location (feet) 7.0 6.75 5.75

TABLE 3 ORY CONTAINMENT DATA 6

3 NET FREE VOLUME 1.37 x 10 ft INITIAL CONDITIONS Pressure 14.7 psia 900 F Temperature 700 F RWST Temperature 0

Service Water Temperature 32 F Outside Temperature 20 F SPRAY SYSTEM Humber of Pumps Operating 2

Runout Flow Rate 1600 gpm/each Actuation Time 15 sec SAFEGUARDS FAN COOLERS Number of Fan Coolers Operating 4

15 sec FastestPost-AccidentInitiatigggg{r[an STRUCTURAL llEAT SINKS 2

Thickness (in.)

Area (ft) 1.5 steel 41300 0.75 steel 32000 0.25 steel 12 concrete 7860 0.375 steel 6800 0.25 steel 32000 0.5 steel 44000 0.145 steel 1695 0.09 steel 12400 0.1 steel 6000 0.1875 steel 13125 1.44 steel 2200 12 concrete 40800 6 concrete 25070 3 concrete 7570

TABLE 3 (cont'd)

PAINTED SURFACES Steel Minimum Paintgd Paint Thickness (in)

Area (ftz)

Thickness (mils) 1.5 41300 11

.75 32000 11

.5 44000 11

.375 6800 11

.1875 13125 11

.145 1695 11 1.44 2200 11 Paint MinimumPajnted Concrete Area (ft )

Thickness (mils)

Thickness (in) 12 4080 18 6

25070 18 3

7570 18

TABLE 4 REFLOOD MASS AtlD EllERGY RELEASE, CD = 0.4 DCCLG Time Mass Energ Flow (lb sec)

Flow ( TU/sec)

/

33.4

.002 2.43 38.0 34.16 44025.1 47.0 137.97 85563.1 102148.2 61.3 225.2'c 79.2 237.1 100581.8 99.5 242.07 98133.1 121.7 245.93 95368.0 171.6 252.7 89344.0 230.0 259.35 82964.7 300.6 266.46 76280.0 395.7 276.64 69442.6

TABLE 5 Broken Loop Accumulator Mass and Energy Release Mass Energy Time Flow (1b/sec)

Flow (Bm/sec) 0.0 4876.4 2920C5.

2.0 4249 254469.0 4.0 3823.0 228957.0 6.0 3508.5 210127.0 8.0 3258.7 195166.0 10.0 3053,7 182888.0 12.0 2884.2 172734.0 14.0 2739.8 164089.0 16.0' 2617.0 156730.0 18.0 2513.9 150557.0 22.0 2351.7 140842.0 25.7 2214.2 132606.0 25.8 0.0 0.0

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