ML17219A279

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Proposed Tech Specs,Reflecting 15 Kw/Ft Allowable Peak LHGR for All Axial Elevations for All Times in Core Life
ML17219A279
Person / Time
Site: Saint Lucie NextEra Energy icon.png
Issue date: 12/23/1986
From:
FLORIDA POWER & LIGHT CO.
To:
Shared Package
ML17219A278 List:
References
NUDOCS 8612310352
Download: ML17219A279 (10)


Text

ATTACHMENT I Marked-up Technical Specification Page:

3/O 8612310352 861223 PDR ADOCK 05000335 P

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17.0 UNACCEPTABLE OPERATION 14.0 ACCEPTABLE OPERATION BOL EOL CYCLE LIFE FIGURE 3.2-1 ALLOHABLE PEAK LINEAR HEAT RATH VS.

BURNUP ST.

LUCIE UNIT 1 3/4 2-3 ANHNDIKNT No.

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ATTACHMENT2 SAFETY EVALUATION Back round The proposed change to the Linear Heat Rate Limiting Condition for Operation (LHR LCO), Technical Specification 3.2. I, Figure 3.2-I, Allowable Peak Linear Heat Rate vs. Burnup, is to raise the allowable peak linear heat generation rate to l5 kw/ft for all axial elevations for all times in life. The basis for this change is found in Reference I.

Discussion The key changes in the analysis found in Reference I from the previous LOCA analysis (Reference

2) are:

I) Steam Generator Tube Plugging limit raised from I I% to l5%, 2) Use of the recently approved FCTF reflood correlations instead of the FLECHT reflood correlations, and 3) Use of less conservative, though still bounding, combinations of stored energy and axial shapes.

Of the three changes, two of them have been previously reviewed and approved by the NRC.

The effects of l5% Steam Generator Tube Plugging have been previously analyzed (Reference 3) and approved for St. Lucie Unit I and the use of the FCTF reflood correlations has been generically approved for the Exxon Nuclear

Company, Inc. (ENC) (Reference 4).

The other

change, use of less conservative combinations of stored energy and axial shape, has been examined by using two ranges of exposure rather than simply combining the bounding stored energy value, found near Beginning of Life (BOL), and the bounding axial shape found at End of Life (EOL). Within the exposure range, the combination of worst stored energy and axial shape were used.

The two ranges of exposure were:

I) from 0.0 to l0.0 MWD/kg hot rod average burnup and 2) I0.0 MWD/kg to EOL.

The axial shapes chosen are limiting in that there are no calculated axial power distributions which peak higher in the core and whose shape about the peak falls off slower.

This technique, therefore, uses a

more realistic approach to evaluating burnup effects while still retaining significant conservatism.

The analyses described in Reference I have been used to demonstrate that, with a l5 kw/ft LCO on LHR, all criteria are satisfied.

A review of these results indicates the following.

(a)

The calculated peak fuel element clad temperature does not exceed the 2200 F limit.

(b)

The amount of fuel element cladding that reacts chemically with water or steam does not exceed l% of the total amount of zircaloy in the reactor.

(c)

(d)

The cladding temperature transient is terminated at a time when the core geometry is still amenable to cooling.

The hot fuel rod cladding oxidation limits of l7% are not exceeded during or after quenching.

The system long term cooling capabilities provided for previous cores remain applicable for ENC fuel.

The Acceptance Criteria as presented in IO CFR 50.46(b)(l), (b)(2), (b)(3), (b)(4),

and (b)(5) are satisfied based on these results.

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References I.

"St. Lucie Unit I LOCA-ECCS Analysis with l59o Steam Generator Tube Plugging", XN-NF-86-I37, Exxon Nuclear Company, November I 986.

2.

"St. Lucie Unit I LOCA-ECCS Analysis with I I9o Steam Generator Tube Plugging", XN-NF-86-23, Revision I, Exxon Nuclear Company, March, I 986.

3.

"St. Lucie Unit I Revised LOCA-ECCS Analysis with l5% Steam Generator Tube Plugging", XN-NF-86-I I7, Exxon Nuclear Company, November l985.

4.

U. S. Nuclear Regulatory Commission letter to G. N. Ward from D. M.

Crutchfield, "Safety Evaluation of Exxon Nuclear Company's Large Break ECCS Evaluation Model", EXEM/PWR and Acceptance for Referencing Related Topical Reports, July 8, l 986.

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ATTACHMENT3 DETERMINATIONOF NO SIGNIFICANTHAZARDS CONSIDERATION The standards used to arrive at a determination that a request for amendment involves no significant hazards consideration are included in the Commission's regulations, 10 CFR 50.92, which states that no significant hazards considerations are involved if the operation of the facility in accordance with the proposed amendment would not (I) involve a significant increase in the probability or consequences of an accident previously evaluated; or (2) create the possiblity of a new or different kind of accident from any accident previously evaluated or (3) involve a significant reduction in a margin of safety.

Each standard is discussed as follows:

(I)

Operation of the facility in accordance with the proposed amendment would not involve a significant increase in the probability or consequences of an accident previously evaluated.

The plant will be operated in essentially the same manner as before and no change in plant configuration has occurred.

Therefore, there is no increase in the probability of accidents previously evaluated.

The accident analyses have been evaluated and have been found to be bounded by the consequences of accidents previously analyzed.

(2)

Use of the modified specification would not create the possibility of a new or different kind of accident from any accident previously evaluated.

The plant will be operated in essentially the same manner as before and no change in plant configuration is involved.

Therefore, there will be no possibility of a new or different accident.

(3)

Use of the modified specification would not involve a significant reduction in a margin of safety.

The Acceptance Criteria for emergency core cooling systems for light water nuclear power reactors is specified by 10 CFR 50.46.

The input changes that result from this amendment provide resul ts within the Acceptance Criteria of l 0 CFR 50.46.

Based on the above, we have determined that the amendment request does not (I) involve a significant increase in the probability or consequences of an accident previously evaluated, (2) create the probability of a new or different kind of accident from any accident previously evaluated, or (3) involve a significant reduction in a margin of safety; and therefore does not involve a significant hazards consideration.

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