ML20217J911

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Summary of 980324 Meeting W/Representative of Vynpc Re Torus Strainer Installation,Post Installation Torus Testing & Containment Analysis Methodology.List of Attendees & Handouts Distributed at Meeting
ML20217J911
Person / Time
Site: Vermont Yankee Entergy icon.png
Issue date: 03/31/1998
From: Croteau R
NRC (Affiliation Not Assigned)
To:
NRC (Affiliation Not Assigned)
References
TAC-MA0987, TAC-MA987, NUDOCS 9804070066
Download: ML20217J911 (74)
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Text

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l March 31,1998 I LICENSEE: Vermont Yankee Nuclear Power Corporation (VYNPC)

FACILITY: Vermont Yankee Nuclear Power Station

SUBJECT:

SUMMARY

OF MEETING ON MARCH 24,1998, REGARDING ACTIVITIES AT VERMONT YANKEE NUCLEAR POWER STATION (TAC NO. MA0987)

On March 24,1998, representatives of VYNPC, licensee for the Vermont Yankee Nuclear Power Station met with members of the staff to discuss torus strainer installation, post installation torus testing, and containment analysis methodology. Enclosure 1 is a list of attendees. Enclosure 2 contains copies of handouts distributed at the meeting.

The staff requested that the licensee provide its analysis on strainer hydro-dynamic loading and comparison to testing which was perfomled. In addition, information regarding procedures and processes in place to ensure that torus coating removal and recoating is performed in compliance with appropriate standards was requested. The licensee agreed to provide the information requested.

The licensee indicated that they did not intend to perform a Type-A test of 10 CFR 50 Appendix J following the cutting and rewelding of the 4'5" by 7'10" plate on the torus. The staff indicated that it appeared that a Type-A test was required. The licensee agreed to reconsider the testing to be performed. If other than a Type-A test is conducted, the licensee agreed to inform the NRC of the testing to be performed, the justification for the testing, and how the regulatory requirements are met prior to performing the testing.

Original signed by Richard P. Croteau, Project Manager Project Directorate I-3 ,

Enclosures:

1. List of Attendees Division of Reactor Projects - 1/il  !
2. Handouts Office of Nuclear Reactor Regulation cc w/ enc!s: See next page l DISTRIBUTION w/ encl.1 4 E-Mail Hard Coo _ v w/encls.1&2 l S. Collins /F. Miraglia Docket File _ i B. Boger (RPZ) Vermont Yankee r/f J. Zwolinski (JAZ) PUBLIC C. Thomas (COT) C. Hehl, RI T. Clark (TLC 1) ACRS R. Croteau -

j OGC C. Hehl T. Martin (SLM3) \g T. D'Angelo (TXD) D. Jeng (DCJ) N C. Berlinger (CHB) J. Kudrick (JAK1)

T. Collins (TEC) W. Cook (WAC1) g(O C. Thomas (COT) R. Rothman (RLR)

K. Kavanagh (KAK) G. Bagchi(GXB1)

C. Cowgill(CJC1) B. McCabe (BCM)

DOCUMENT NAME: G:\CROTEAU/MEETSM2.398 To rec:lve a copy of this document, indicate in the box: "C" = Copy withoutyttachment/ enclosure "E" = Copy with cttachment/ enclosure "N" = No copy ,o yL OFFICE PDI-3/PM PDI-3/LA, ,o E SCSB// ///f) EM/ PD,l-3/PD lbl NAME RCroteau /gt TClark[)dM Vl P _

MBaljchi Qtf6hfssph DATE 03//f/98 ' 03W198 03//# 98 k) 03/3798 03Q/98 OFFICIAL RECORD COPY # e 5/n/g 9804070066 980331

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  • HP MlC FRF CENTER COPY

Vermont Yankee Nuclear Power Station cc*

Regional Administrator, Region 1 Jonathan M. Block, Esq.

U. S. Nuclear Regulatory Commission Main Street 475 Allendale Road P. O. Box 566 King of Prussia, PA 19406 Putney, VT 05346 0566 Mr. David R. Lewis . Mr. Raymond N. McCandless Shaw, Pittman, Potts & Trowbridge Vermont Division of Occupational 2300 N Street. N.W. and Radiological Health Washington, DC 20037-1128 Administration Building Montpelier,VT 05602 Mr. Richard P. Sedano, Commissioner Vermont Department of Public Service Mr. Gautam Sen 120 State Street,3rd Floor Licensing Manager Montpelier, VT 05602 Vermont Yankee Nuclear Power Corporation Public Service Board 185 Old Ferry Road State of Vermont Brattleboro,VT 05301 120 State Street Montpelier, VT 05602 Resident inspector Vermont Yankee Nuclear Power Station Chairman, Board of Selectmen U. S. Nuclear Regulatory Commission Town of Vemon P.O. Box 176 P.O. Box 116 Vemon,VT 05354 Vemon, VT 05354-0116 Mr. Peter LaPorte, Director Mr. Richard E. McCullough ATTN: James Muckerheide Operating Experience Coordinator Massachusetts Emergency Management Vermont Yankee Nuclear Power Station Agency P.O. Box 157 400 Worcester Rd.

Govemor Hunt Road P.O. Box 1496 Vemon,VT 05354 Framinghagi, MA 01701-0317 G. Dana Bisbee, Esq. Mr. Donald A. Reid Deputy Attomey General Senior Vice President, Operations 33 Capitol Street Vermont Yankee Nuclear Power Corp.

Concord, NH 03301-6937 185 Old Ferry Road Brattleboro, VT 05301 Chief, Safety Unit Office of the Attomey General One Ashburton Place,19th Floor Boston, MA 02108 l Ms. Deborah B. Katz i Box 83 Shellbume Falls, MA 01370

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NRC/WNPC Meetino March 24.1998 List of Attendees bl6tE , , ORGANIZATION Richard Croteau NRR Goutam Bagchi NRR/DE Jack Kudrick NRR/SCSB j Kerri Kavanagh NRR/SRXB James Callaghan Vermont Yankee )

Carl D. Fago Duke Engineering & Services Jim Chapman Duke Engineering & Services William A. Cook NRC, Region l Dennis J. Legere Vermont Yankee John Hoffman Vermont Yankee Carl H. Ber1inger NRR/SCSB Greg Ashlem Duke Engineering & Serv'mes Bill Maher Sequoia Consulting Group Tony D'Angelo NRR/SCSB Goutam Sen Vermont Yankee David C. Jeng NRR/DE Thomas B. Silko Vermont Yankee Robert Rothman NRR/ECGB Enrico J. Betti Vermont Yankee

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Enclosure 1

Vermont Yankee Nuclear Power CorporatEn Agenda for USNRC Meeting March 24,1998

Introductions

Purpose of Meeting Summary of march 5,1998 Meeting Torus Strainer Installation Post Instalation Torus Testing Containment Analysis Methodo ogy Closure c Enclosure 2 .

Vcrmont Ycnkee Nuclear Power Corporatian Short Term Plans (Prior to Plant Startup}

-Complete Licensing Base Case using new analysis methodology

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-Ensure margin in results to compensate for  :

more limiting cases

-Complete plant evaluations for increased torus temperature

-Implement any required procedure revisions and training

-Update BMO 96-05 (SE 96-008, BW 97-60 concluded 166F to 176F not a USQ; new evaluation vli!! be prepared to. address increase above 176F)

e O Vermont Yankee Nucleat Powet Corporation Post Startua Plans

-Submit Tech Spec Amendment to reduce torus temperature to 90F

-Complete new. analyses for IBLOCA, -- -

SBLOCA, Appendix R, SRV transients (EOY 1998)

-Perform 10CFR50.59 evaluation using final calculation results (EOY 1998)

-Update FSAR (EOY 1998)

-Close out BMO 96-05 e

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Vermont Yankee - Strainer / Torus Design Change Overview Refuel Outage 20, Spring 1998 Summary of Strainer Replacement e in response to Bulletin 96-03, W will install large passive RHR and CS suction strainers to minimize debris head loss and improve flow characteristics 16 increase the available NPSH.

. . Sized for conservative URG debris loads using NUREG-6224 head loss methodology. Head loss being confirmed by test.

. The design meets the requirements of NUREG-0661 and the W Mark I program as approved by the NRC as well as other design basis requirements. All code requirements are satisfied.

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l NRC Presentation 3/24/98

Vermont Yankee - Strainer / Torus Design Change Overview Refuel Outage 20, Spring 1998 Additional Torus Work being performed with Strainer {

Replacement j 1

  • Torus recoating j
  • Vent headers downcomers (96) will also be shortened to bring the as-built configuration of the torus into compliance with the Mark I,

% scale test configuration (BMO 97-48)

  • Addition of narrow level range instrument taps to provide means to 1 attain more accurate evel control (later).

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NRc Presentation 3/24/98

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Vermont Yankee - Strainer / Torus Design Change Overview Refuel Outage 20, Spring 1998 Hydraulic Design of the RHR and CS Strainer Assemblies e increase in Filtering Area Existing Replacement RHR Suction (A or 8). 47 ft2 808 ft2 ,

CS Sucdon (A or B) 24 ft 432 ft2 Note: Areas shown are for each suction line.

e improved fitting geometry. Replace fabricated Tees with Rams Head, (24" SR Elbows) and Reducing Elbow (24x16 LR Elbow) '

e Cylindrical perforated plate strainers replaced with PCI stacked disk strainers with ported core tube for uniform flow distribution to screen area. Strainers have 47" OD disks and 24" OD core tubes.

Predicted Performance Under URG Debris Loads Conditions Shown are for Strainer 1 RHR- 2 RHR- 2 RHR- 1 CS- 1-CS-Design not Plant Design Basis. Pump, full Pumps, Pumps, Pump, Pump, flow, LT full flow,' full flow, full flow, red. flow,

. - ST LT ST LT

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Flow Rate per Penetration gpm 7400 14200 14200 4600 4000 Max Guaranteed Head Loss: ft H2O 0.35 1.22 1.22 0.55 0.42 Clean Strainer + Fittings Max Guaranteed Head Loss: ft H2O 0.56 1.53 1.59 0.6g 0.65 Strainer + Fittings + Debris Debris Head Loss Alone" ft H2O 0.21 0.31 0.37 0.14 0.23

" Note: Debris head loss being confirmed by test

    • Debris quantities based on URG methodology l

l I

l NRC Presentation 3/24/98

e Vermont Yankee - Strainer / Torus Design Change Overview Refuel Outage 20, Spring 1998 Designed in Accordance with the NRC Approved VY Mark i Program The analysis was done with the same methods used in the original VY PUA analysis with the following exceptions:

1. Hydrodynamic Mass / Acceleration Drag Volume were based on test data,
2. Pool Swell /LOCA Bubble Drag Loads were run as a transient dynamic calculation vs the load factor method, and
3. Fluid Structure Interaction loads were generated using PUA shell accelerations and a bounding attenuation function.

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NRC Presentation 3/24/98 j

4 Vermont Yankee - Strainer / Torus Design Change Overview Refuel Outage 20, Spring 1998 Hydrodynamic Mass / Acceleration Drag Volume for strainer modules of 1.25.

  • Hydrodynamic mass and acceleration drag volumes used for the VY strainers are conservative and supported by tests for a number of similar stacked disk strainer configurations.
  • To date six PCI stacked disk strainer configurations have been tested. A VY specific strainer configuration was not tested since its geometry is addressed by other strainers that were tested.
  • The test method and the use of the test data is consistent with the methodology of the Mark l Program.

. 5; NRC Presentation 3/24/98

i Vermont Yankee - Strainer / Torus Design Change Overview Refuel Outage 20, Spring 1998 Pool Swell /LOCA Bubble Drag Loads

  • W Mark I analysis (PUA) utilized LOCAFOR (developed under the BWROG Mark l Conte.inment Program) to develop loads which were app 2ed statically with a DLF to the existing small strainers.

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. Analysis for replacement strainers ' utilized LO'CAFOR to develop ~

time histories which were used in a rigorous analysis of the new strainers.

. These new analyses are consistent with the approved Mark I methodology.

NRC Presentation 3/24/98

Vermont Yankee - Strainer / Torus Design Change Overview Refuel Outage 20, Spring 1998 Fluid Structure Interaction e W Mark I analysis (PUA) utilized Ccntinuum Dynamics, Inc. (CDI)

FSI software and W shell accelerations to develop the FSI loads '

on submerged structures:

  • Analysis for replacement strainers utilized the original (PUA) shell i acceleration time histories attenuated using the bounding FSI load definition developed by DE&S (Nutech) during the Mark l Program.

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. This method was previously reviewed by the NRC on another l Docket.

  • Data from the CDI analysis for W has been compared to the  !

DE&S methodology to assure that it is bounding for W.

. p NRC Presentation 3/24/98

Vermont Yankee - Strainer / Torus Design Change Overview Refuel Outage 20, Spring 1998 Fabrication / Installation

. Fabrication and Testing per ASME NC, NE, and NF Requirements e All welding and NDE qualified to ~ASME requirements.

. Butt Welds RT'd all structural welds MT'd or PT'd.

  • Carbon steel weld procedures, welding, and materials qualified to impact test requirements. Above and beyond current ASME requirements.

Summary of Materials Stainless Steel Strainers Type 304 Pipe Spool Pieces including Miters A-333 Grade 6 Elbows A-234 Type WPC Flanges / Supports A-516 Grade 70 Bolts A-193 Grade B7 Nuts A-194 Grade 7 Shell Plate SA-516, Gr 70 l

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Vermont Yankee - Strainer / Torus Design Change Overview Refuel Outage 20, Spring 1998 Structural Attributes

  • Strainer Design Features that Minimize Loads on Containment.
1. Stacked disk with intemal structural core tube utilizes a

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strong structural configuration while reducing hydrodynamic drag and overall loads on containment.

2. Integrally connected piping, penetration, strainer, and ring girder design that channels major loads to the strong in-plane direction of the ring girders and torus shell.
3. CS strainer assemblies are being relocated out of the SRV bays in torus bays not adjacent to the RHR strainers to reduce total loads on any one Ring Girder.
4. Corrosion allowance is applied to evaluation of carbon steel components including strainer interconnected piping components and torus components. This provides an additional design margin for maximum design life.

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Vermont Yankee - Strainer / Torus Design Change Overview Refuel Outage 20, Spring 1998 Analysis and Calculations e Requirements for design and fabrication defined and controlled through a comprehensive Project Design Specification, VYS-049.

. Rigorous analysis demonstrating compliance with NUREG 0661 requirements.

. TAP piping models benchmarked to original Mark I analysis and then modified to reflect coupled ring girder- strainer- shell-piping arrangement.

. Detailed 1/16 Torus model developed for rigorous evaluation of shell, ring girder, and support loads.

  • Use the same " Application Guides" software tools for rigorous

~ development of all hydrodynamic loads for strainer hardware and associated piping components versus factoring of existing loads.

e Thorough evaluation of NUREG-0661 Load Combinations for all  ;

affected components.

  • Evaluated components for higher design temperatures than used in Mark I based on revised containment model.
  • Added a corrosion allowance in the design and evaluation of carbon steel torus components and CS strainer components. Not  :

original design basis.

. Used conservative hydrodynamic mass coefficient, Cm of 1.25, for j strainer modules.

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1 NPC Presentation 3/24/98

Vermont Yankoo - Strainer / Torus Design Change Overview Refuel Outage 20, Spring 1998 4

Calculations in Support of Vermont Yankee Torus Modifications Clean Strainer Assembly Head Loss RHR and CS Strainer Vortexing RHR and CS Strainer Air ingestion  !

RHR and CS Strainer Qualification  ;

RHR and CS Strainer Flange Qualification l Debris Head Loss Calc (ITS) l RHR and CS Forcing Functions RHR and CS Submerged Structure Loadings Core Spray X-226A Piping Analysis Core Spray X-226B Piping Analysis RHR X-224B Piping Analysis evel pment o ampn unction Strainer Metal Volume i Calculation -

Strainer Support and Ring Girder Evaluation Catwalk Modification Qualification .

Effect of Torus Water Level increase i Technical Reports Stress Intensification Factor for a 24" Ramshead Hydrodynamic Mass and Acceleration Drag Volume of VY ECCSStrainers ECCS Suction Strainer Replacement Mark l Summary Report Test Plan for ECCS Suction Strainer Design, Loop Tests (L-Series)

Test Plan for ECCS Suction Strainer Design, CHUG Test (C-Series)

CBI Stress Report Evaluation Hydrodynamic Inertial Mass Testing Supplement 1 to Hydrodynamic Inertial Mass Testing NRC Presentation 3/24/98

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Vermont Yankee- Strainerfrorus Design Change Overview Refuel Outage 20, Spring 1998 Torus Attached Piping Load Combinations L.C.

Load Combination ASME Stress Service Number CODE Limit Level P+DW 8 1.0 Sn A

-- Thermal 10 Sa A P + DW + Thermal 11 Sn+Sa A 1a P + DW + OBE 9 1.2 Sn B 1b P + DW + SRV 9 1.2 Sn B 1c P + DW + [(SRV)2 + (SSE)2)in 9 1.8 Sn C P + DW + (SRV + Post Chug) 9 1.8 Sn C 2 P + DW + Zero AP Pool Swell 9 2.4 Sn D 3 P + DW + [(CO)2 + (SSE)2)in 9 2.4 S , D 4 P + DW + [(SRV + 1.7 AP Pool Swell)2 + (33g)2 )ia 9 2.4 Sn D 5 P + DW + [(SRV + Post Chug)2 + (SSE)2)in 9 2.4 Sn D o .~ l Where:

Sa = Thermal Stress Range Allowables = 1.25 Sc + 0.25 Sn Sn = Hot Pipe Allowables S = Cold Pipe Allowables J Notes: 1) The load combination numbers provided above reflect the original load combinations i used by Teledyne Engineering Services and the five load combinations stated in the PUAR Section 3.4.1.

2) The Mark I loads contain the torus motion loads and the submerged structure loads combined by absolute sum.  !
3) An additional load case for SRV + Chug was included in the new analysis. This load case was not controlling in the original TES analysis.

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