05000389/LER-2015-001

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LER-2015-001, Unit 2 Shutdown Due to Through Wall Crack and Leak in the 2B2 Safety Injection Tank Discharge Pipe
St. Lucie Unit 2
Event date:
Report date:
Reporting criterion: 10 CFR 50.73(a)(2)(i)(B), Prohibited by Technical Specifications

10 CFR 50.73(a)(2)(i)
3892015001R00 - NRC Website

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Description of the Event

On 3/30/2015 at approximately 1645 EDT, operator review of Unit 2 control room logs revealed increasing leakage from 2B2 safety injection tank (SIT) (EllS: BQ, TK) evidenced by increasing depressurization rate and increasing rate of level loss with concurrent increase in rate of Reactor Cavity level rise. After discovery of the increasing SIT leak rate on 3/30/2015, a methodical plan to identify and eliminate the leak was executed and on 4/11/2015 at 1204 EDT, a through wall leak was identified during an investigative walk down of the 12-inch diameter Class 2 piping for the 2B2 SIT discharge header (line I-12"-SI-459) (EllS: BQ, PSP) located at an integral attachment weld of a support lug for support SI-4203-44 (EllS: BQ, SPT). Operators declared the 2B2 SIT inoperable and Technical Specification Limiting Condition of Operation (LCO) 3.5.1 action "b" was entered, which required the SIT to be restored to Operable status within 24 hours2.777778e-4 days <br />0.00667 hours <br />3.968254e-5 weeks <br />9.132e-6 months <br /> or shut down to Mode 3 within the next 6 hours6.944444e-5 days <br />0.00167 hours <br />9.920635e-6 weeks <br />2.283e-6 months <br />. The unit was subsequently shut down to repair the leak. Mode 3 was achieved at 0123 on 4/12/2015. The shutdown was uncomplicated and all plant safety systems functioned as designed. The leaking pipe was replaced and returned to service on 4/18/2015.

Cause of the Event

The Root Cause for the piping failure was determined to be a legacy support design which created stress intensification in the piping that is not suitable for the vibration environment.

Analysis of Event

A sample of the failed pipe was sent to a metallurgical laboratory for examination. The metallurgical failure analysis confirmed the piping flaw progressed through wall by high cycle fatigue. The only source of loading identified that could produce the number of cycles to failure observed was vibration from the reactor coolant system. Evaluations of the support design revealed that the design of the welded lugs created an elevated local stress intensification that is not suitable for the environment where cyclic loading can occur. While the scope of the investigation did not include measurement of piping displacements from vibration, the evaluations of local stress concentration demonstrated that cyclic loading well below the normal operating loads would be sufficient to exceed the endurance limit for the material which would support the high cycle fatigue.

Safety Significance

The safety significance of this event is considered low. The flaw did not prevent the 262 safety injection tank from performing its design basis function based on the following considerations.

  • The safety injection tank water volume, boron concentration and nitrogen pressure were maintained in accordance with the Technical Specifications.
  • The extent of the leakage represents an insignificant fraction of the flow and volume delivered from the safety injection tank in the event of a design basis accident.
  • The condition of leakage from the safety tank is continuously monitored by change in safety injection tank level.

St. Lucie Unit 2 05000389

  • In the event of a design basis accident, the safety injection tank performs its function in a relatively short period of time providing limited time for growth of the flaw.
  • The SIT tank volume lost during a four hour Station Black Out (S60) event is insignificant compared to the total volume of the four SIT's.
  • In the event of a design basis accident, the safety injection tank pressure will drop reducing the stresses within the piping and the driving force for leakage through the flaw.
  • A Probabilistic Risk Analysis (PRA) evaluation was developed with the conservative assumption that 2B2 SIT was inoperable for about 6 days (i.e., half the time between discovery of unidentified leakage on 3/30/2015 and discovery of 2B2 SIT leakage on 4/11/2015). The Conditional Core Damage Probability (CCDP) and Conditional Large Early Release Probability (CLERP) values were found to be below the thresholds of 1.0E-06 and 1.0E-07 for CCDP and CLERP, respectively, as required by RG-1.174 for the risk to be Small.

This condition is reportable in accordance with the following requirements: 1) 10 CFR 50.73(a)(2)(i)A, "The completion of a nuclear plant shutdown required by the plant's Technical Specifications," and 2) 10 CFR 50.73(a)(2)(i)(B), "Any operation or condition which was prohibited by the plant's Technical Specifications.

Corrective Actions

The corrective actions listed below are entered into the site corrective action program. Any changes to the actions will be managed under the corrective action program.

1. Engineering Design Change EC 283720 replaced the leaking piping spool piece with the through-wall flaw (line 1-12"-SI-459) and modified the supports for line SI-459 and removed support SI-4203-44. This action was completed 4/18/2015.

2. Revise procedure STD-C-010, Piping and Support Analysis Requirements St. Lucie Units 1 and 2, to include more detail related to welded attachments specifically addressing avoiding extended lugs which develop a bending moment and considerations associated with using welded attachments in an environment which involves cyclic loading. This action is scheduled.

Similar Events A review to identify similar events was performed by searching the condition reports in the plant corrective action data base initiated between March 1, 2010 and May 14, 2015. No previous similar events or causal analyses identifying fatigue failure of large bore piping were identified. A through wall leak of the 261 SIT vent valve weld reported in recent St. Lucie Unit 2 LER 2014-001-01, although in the same system and resulting from high cycle low stress fatigue, occurred on small bore piping due to a failure to comply with work order documents utilized by plant maintenance.

Failed Component Piping Spool Piece 1-12"-SI-459 is an ASME Class 2, Seismic Class I pipe with a design pressure of 700 psig and a design temperature of 350°F. The 12" pipe was originally made of SA-358, Cl. 1, TP 304 stainless steel with a nominal wall thickness of 0.375" (12" Schedule 40S, Pipe Code SS-3).

Manufacturer Ebasco Services, Inc ((E065)