ML19332E940

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Safety Evaluation Supporting Amends 167 & 103 to Licenses DPR-57 & NPF-5,respectively
ML19332E940
Person / Time
Site: Hatch  
Issue date: 12/04/1989
From:
Office of Nuclear Reactor Regulation
To:
Shared Package
ML19332E926 List:
References
NUDOCS 8912130176
Download: ML19332E940 (4)


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%....* i SAFETY EVALUATION BY THE OFFICE OF NUCLEAR REACTOR REGULATION SUPPORTING AMENDMENTS N05.167AND103TO FACILITY OPERATING LICENSES OPR-57 AND NPF-5 GEORGI A POWER COMPANY OGLETTI6EPE POWER CORPORATION MUNICIPAL ELECTRIC AUTHORITY OFTEORGIA CITY OF DALTON, GEORGIA EDWIN 1. HATCH NUCLEAR PLANT, UNITS 1 AND 2 DOCKET NOS. 50-321 AND 50-366

1.0 INTRODUCTION

By letter dated October 20, 1989, Georgia Power Company, the licensee for the Edwin I. Hatch Nuclear Plant, Units 1 and 2, requested changes to Technical Specification (TS) Table 4.2-9 for Unit 1, and to the Definitions and Table 3.3.9.2-3 for Unit 2.

These s Cycle Recirculation Pump Trip (EOC-RPT) pecifications address the End-of-response times.

Both units at the Hatch Nuclear Plant are equipped with EOC-RPT system instrumentation.

The EOC-RPT system is designed to improve fuel thermal margin by tripping both recirculation pumps up(TCV) fast closure.

on sensing Turbine Stop Valve (TSV) closure or Turbine Control Valve Tripping of the recirculation pumps results in reduced core flow which causes a smaller net positive void reactivity addition to the system during pressurization events.

This results in a lower power increase and consequently -smaller change in critical power ratio. The net result is to reduce the thermal severity of turbine trip, generator load rejection, t

and feedwater controller failure events.

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The increase in thermal margin depends on how fast core flow is reduced.

There is a time delay associated with opening the pump motor breakers, and the actual coastdown of the pumps.

The coastdown time of the pumps is a physical parameter based on pump design and inertia and is not expected to change unless major modific6tions are performed.

Plant TS require testing of the time delay associated with opening the breakers and associated logic (EOC-RPT response time).

This response time is the subject of this proposed change.

2.0 EVALUATION Proposed Change 1: This proposed change would add a definition of EOC-RPT response time to the Unit 2 TS Definitions and would change the E0C-RPT response time accep(ms)ce criteria in Table 3.3.9.2-3 from the tan existing 135 milliseconds to 175 ms for the test associated with TCV f ast closure and to 155 ms for the test associated with TSV clcsure.

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2 Operability and surveillance requirements for the Unit 2 EOC-RPT were added to the TS by Amendment 69, issued on November 17, 19 86. The response time acceptance criteria added by Amendnent 69 were less than or equal to 135 ms for both TCV f ast closure and TSV closure. This 135 ms was taken from the Unit 2 Final Safety Analysis Report (FSAR) (Section 5.5.16.2) which specifies 135 ms as the time within which the recirculation ptsnp trip (RPT) breakers will fully open after initiation of the breaker opening nechanism. The Standard Technical Specification (STS) definition of EOC-RPT response time is that time interval between initial movement of the TCV or TSV and " complete suppression of the electric arc between fully open contacts of the recirculation pump circuit breaker." This tine interval necessarily must be longer than the tine required for the breaker to fully open since the initiation of breaker opening depends upon receipt of a signal generated by the initial valve movement.

The definition of EOC-RPT response tine proposed by the licensee is similar to the STF definition but would take into account the time delay associated with the receipt of a signal for the breakers to open in addition to the actual breaker opening time.

For the TCVs, the trip initiation signal is generated by pressure switches on the electrohydraulic control (EHC) oil lines.

Fast closure of the TCVs (when the reactor power is greater than 301) initiates an anticipatory reactor scram and an RPT.

EHC oil pressure drops residly following a generator load rejection and when the pressure drops aelow the pressure switch trip setpoint, the switch sends initiating signals to the reactor protection system to scram the reactor and to the RPT logic, which in turn signals,the RPT pump motor breakers to open.

The transient analyses presented in the Unit 2 FSAR, Sectio 615.1.1.1.2, and in sub.

sequent reload analyses, assume that the EHC oil pressure switch trip setpoint and the initial TCV motion are coincident and occur at the start l

of the transient.

The analyses assune a total response time of 175 ms from the time the switch actuates until the pump motor breakers are fully l

open.

The licensee proposes to use this 175 ms total response time as l

the criterion for acceptability of the E0C-RPT based upon the TCV fast closure signal.

Closure of the TSVs (when the reactor power in above 30%) also initiates an anticipatory reactor scram and an RPT.

Position switches on the TSVs send the signal when the valves reach the 90% open position.

The FSAR and subsequent reload turbine trip analyses assume an EOC-RPT response time of 175 ms from the start of valve motion to the time the recircula-tion pump motor breakers are fully open.

However, there is a time delay associated with the valve movement from the fully open to the 90% open position.

The turbine trip transient analyses assume that it takes 20 ms after initial TSV movement until the limit switch actuates to send the l

signal to the reactor protection system and to the PPT logic.

This leaves 155 ms for the PPT logic to signal the motor breakers and for the breakers to fully open.

The licensee proposes to use this 155 ms as the criterion for acceptability of the E00-RPT response time based upon the 'iSV signal.

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The definition of EOC-RPT response time proposed by the licensee is that time interval from initial signal generation by the TSV limit switch or from the time the EHC oil pressure drops below the pressure switch setpoint to complete suppression of the electric arc between the fully-open contacts of the recirculation pump circuit breaker.

This definition is functionally equivalent to the STS definition of E0C-RPT response time and is therefore acceptable.

The proposed changes to Table 3.3.9.2-3, revising the response times to less than or equal to 155 ms for TSV closure and to less than or equal to 175 ms for TCV fast closure are consistent with the proposed definition of these response times and are in accordance with the response times assumed in safety analyses for the plant.

They are, therefore, acceptable.

Proposed Change 2 would add a footnote to Unit 1 TS Table 4.2-9 defining the EOC-RPT response time and adding acceptance criteria of less than or equal to 175 ms for the response time associated with TCV fast closure and less than or equal to 155 ms for the response time associated with TSV closure.

The existing Table 4.2-9 requires a test of the E0C-RPT response tine, but does not identify precisely what is meant by the term or provide acceptance criteria for the test.

The proposed change will define EOC-RPT response time and provide the acceptance criteria for the response time tests.

Both the definition and the acceptance criteria are consistent with the changes to the Unit 2 TS discussed under Proposed Change 1, above.

For the same reasons as stated above for Unit 2, the proposed changes for Unit I also are acceptable.

3.0 ENVIRONMENTAL CONSIDERATION

These amendments involve changes in requirements with respect to the installation or use of facility components located within the restricted area as defined in 10 CFR Part 20. The staff has determined that the amendments involve no significant increose in the amounts, and no signi-ficant change in the types, of any effluents that may be released offsite, t

and that there is no significant increase in individual or cumulative occupational radiation exposure. The Commission has previously issued a l

proposed finding that the amendnents involve no significant hazards consideration and there has been no public consnent on such finding.

Accordingly, the amendments meet the eligibility criteria for categorical exclusion set forth in 10 CFR 51.22(c)(9).

Pursuant to 10 CFR 51.22(b),

no environmental impact statement or environmental assessment ne6d be prepared in connection with the issuance of the amendments.

4.0 CONCL USION The Commission made a proposed determination that the emendments involve no significant hazards consideration which was published in the Federal l

Register on November 1,1989 (54 FR 46148), and consulted with the State l

of Georgia.

No public coments were received, and the State of Georgia did not have any comments.

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o We have concluded, based on the considerations discussed above, that: (1) there is reasonable assurance that the health and safety of the public will not be endangered by operation in the proposed manner, and (2) such activities will be conducted in compliance with the Commission's regulations, and the issuance of the amendments will not be inimical to the common defense and security or to the health and safety of the public.

Principal Contributor:

Lawrence P. Crocker, PDII-3. DRP I/II, NRR Dated:

December 4, 1989 I

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