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{{#Wiki_filter:VOGTLE GSI-191 PROGRAM CHEMICAL EFFECTS TESTING STRAINER HEADLOSS TESTINGNRC PUBLIC MEETINGNOVEMBER 6, 2014 AGENDAAGENDA*Introductions
{{#Wiki_filter:VOGTLE GSI-191 PROGRAM CHEMICAL EFFECTS TESTING STRAINER HEADLOSS TESTING NRC PUBLIC MEETINGNOVEMBER 6, 2014 AGENDA AGENDA*Introductions
*Introductions
*Introductions
*Objectives for Meeting
*Objectives for Meeting
**Discussion of Integrated Chemical Effects Test Plans
**Discussion of Integrated Chemical Effects Test Plans
**Discussion of Strainer Head Loss Test Plans
**Discussion of Strainer Head Loss Test Plans
*Feedback on Documents Provided for Review Prior to MeetingMeeting*Staff Questions and Concerns*Presentation provides topic highlights only, more detailed informationiscontainedinotherdocumentsprovided information is contained in other documents provided.2 SNCATTENDEES SNC ATTENDEES
*Feedback on Documents Provided for Review Prior to Meeting Meeting*Staff Questions and Concerns*Presentation provides topic highlights only, more detailed informationiscontainedinotherdocumentsprovided information is contained in other documents provided.2 SNCATTENDEES SNC ATTENDEES*KenMcElroyLicensingManager
*KenMcElroyLicensingManager
*Ken McElroy -Licensing Manager*Ryan Joyce -Licensing
*Ken McElroy -Licensing Manager*Ryan Joyce -Licensing
*PhillipGrissom
*PhillipGrissom
-ProgramManagerGSI
-ProgramManagerGSI
-191Phillip Grissom Program Manager GSI191*Tim Littleton -Lead Engineer Vogtle Design
-191 Phillip Grissom Program Manager GSI 191*Tim Littleton -Lead Engineer Vogtle Design
*Franchelli Febo
*Franchelli Febo
-Vogtle Site Design
-Vogtle Site Design
Line 36: Line 35:
*GEStackedDiskStrainersforECCSandContainmentSpray
*GEStackedDiskStrainersforECCSandContainmentSpray
*GE Stacked Disk Strainers for ECCS and Containment Spray (4/unit)*765 ft2 per each of 2 ECCS trains, separate CS strainers (2)
*GE Stacked Disk Strainers for ECCS and Containment Spray (4/unit)*765 ft2 per each of 2 ECCS trains, separate CS strainers (2)
*TSPBuffer TSP BufferVogtle Status
*TSPBuffer TSP Buffer Vogtle Status
*Strainer Head Loss and In-vessel issues remain open
*Strainer Head Loss and In-vessel issues remain open
*Previouschemicaleffectstestingprovidedverypromising
*Previouschemicaleffectstestingprovidedverypromising
*Previous chemical effects testing provided very promising results, but not accepted by NRC
*Previous chemical effects testing provided very promising results, but not accepted by NRC
*Vogtle elected to follow Option 2B (risk-informed resolution) of SECY-12-0093
*Vogtle elected to follow Option 2B (risk-informed resolution) of SECY-12-0093
, as being piloted by STP,gpy5 DOCUMENTS PROVIDED FOR REVIEW PRIOR TO MEETING
, as bein g p iloted b y STP,gpy 5 DOCUMENTS PROVIDED FOR REVIEW PRIOR TO MEETING
*Strainer Headloss
*Strainer Headloss
*SNCV083-PR-05, Rev 0, "Risk-Informed Head Loss Test Strategy", October 2014
*SNCV083-PR-05, Rev 0, "Risk-Informed Head Loss Test Strategy", October 2014
*ChemicalEffects
*ChemicalEffects
*Chemical Effects*CHLE-SNC-001, Rev. 2, "Bench Test Results for Series 1000 Tests for Vogtle Electric Generating Plant", September 2013 CSC002"hlfSi3000*CHLE-SNC-007, Rev. 2, "Bench Test Resu lts for Series 3000 Tests for Vogtle Electric Generating Plant", January 2014
*Chemical Effects*CHLE-SNC-001, Rev. 2, "Bench Test Results for Series 1000 Tests for Vogtle Electric Generating Plant", September 2013 C SC002"hlfSi3000*C HLE-S N C-00 7, Rev. 2 , "Benc h Test Resu l ts f or S er i es 3000 Tests for Vogtle Electric Generating Plant", January 2014
*CHLE-SNC-008, Rev. 3, "Column Chemical Head Loss EitlPddAtCiti"MhExperimental Procedures and Acceptance Criteria", March 2014*CHLE-SNC-020, Rev 0, "Test Plan-Vogtle Risk Informed GSI-191CHLETtT6T7dT8"Otb2014191 CHLE Test T6, T7 and T8", October 2014 6 INTEGRATED CHEMICAL EFFECTS TESTINGUNIVERSITY OF NEW MEXICO ENERCONENERCONALION SCIENCE AND TECHNOLOGY 7
*CHLE-SNC-008, Rev. 3, "Column Chemical Head Loss EitlPddAtCiti"Mh E xper i men t a l P roce dures an d A ccep t ance C r it er i a", M arc h 2014*CHLE-SNC-020, Rev 0, "Test Plan-Vogtle Risk Informed GSI-191CHLETtT6T7dT8"Otb2014 191 CHLE T es t T6 , T7 an d T8", O c t o b er 2014 6 INTEGRATED CHEMICAL EFFECTS TESTINGUNIVERSITY OF NEW MEXICO ENERCON ENERCONALION SCIENCE AND TECHNOLOGY 7
CHEMICAL EFFECTS TESTING OVERVIEWOVERVIEW*30-Day Integrated Tank Test w/Debris Bed System (T8)
CHEMICAL EFFECTS TESTING OVERVIEW OVERVIEW*30-Day Integrated Tank Test w/Debris Bed System (T8)
*Similar to STP Test T2, but with Vogtle Specifics
*Similar to STP Test T2, but with Vogtle Specifics
*Prototypical Water Chemistry for Vogtle During LOCA
*Prototypical Water Chemistry for Vogtle During LOCA
*BasedonDoubleEndedGuillotineBreakofthe29"HotLegBased on Double Ended Guillotine Break of the 29 Hot Leg Piping on Loop 4 of the RCS (Weld# 11201-004-6-RB)
*BasedonDoubleEndedGuillotineBreakofthe29"HotLeg Based on Double Ended Guillotine Break of the 29 Hot Leg Piping on Loop 4 of the RCS (Weld# 11201-004-6-RB)
*Additional Chemical Effects Testing
*Additional Chemical Effects Testing
*Bench Scale Tests  
*Bench Scale Tests  
*Prototypical Water Chemistry Tank Test w/o Debris Beds (T6)
*Prototypical Water Chemistry Tank Test w/o Debris Beds (T6)
*Forced Preci pitation Tank Test w/Debris Beds (T7)p()8 30-DAYINTEGRATEDTANKTEST(T8)30-DAY INTEGRATED TANK TEST (T8)*Objective:
*Forced Preci pitation Tank Test w/Debris Beds (T7)p ()8 30-DAYINTEGRATEDTANKTEST(T8)30-DAY INTEGRATED TANK TEST (T8)*Objective:
Objective:
Objective:
  *Determine and characterize chemical precipitates generated during a simulated LOCA event
  *Determine and characterize chemical precipitates generated during a simulated LOCA event
*Investigate effects of potential chemical products on head lossGlfildbk*Generate test resu lts for a simulated break case to compare with the chemical effects model
*Investigate effects of potential chemical products on head lossGlfildbk*Generate test resu l ts for a s i mu l ate d b rea k case to compare with the chemical effects model
*Based on Double Ended Guillotine Break of the 29" Hot Leg Piping on Loop 4 of the RCS (Weld# 11201-004-6-RB
*Based on Double Ended Guillotine Break of the 29" Hot Leg Pipin g on Loop 4 of the RCS (Weld# 11201-004-6-RB
)g()*Includes:
)g()*Includes:*CHLE Corrosion tank
*CHLE Corrosion tank
*Prototypical Vogtle Water Chemistry
*Prototypical Vogtle Water Chemistry
*Corrosion and Ancillary Materials
*Corrosion and Ancillary Materials
*Vertical Column System
*Vertical Column System
*Multi-Particulate Debris Beds 9
*Multi-Particulate Debris Beds 9  
SUMMARY OF PREVIOUS TESTING (STP)()T1T2T3T4T5 Corrosion
 
-Al-Alscaffold
==SUMMARY==
-AlGSZn-Alcoupons
OF PREVIOUS TESTING (STP)()T1T2T3T4T5 Corrosion-Al-Alscaffold
-Alscaffold Corrosion materials
-AlGSZn-Alcoupons-Alscaffold Corrosion materials-Al scaffolding
-Al scaffolding
-Fiberglass
-Fiberglass
-Al scaffold-Fiberglass
-Al scaffold-Fiberglass
-GS, Zn coupons-Concrete-Al, GS, Zncoupons
-GS, Zn coupons-Concrete-Al , GS , Zn coupons
-Fiberglass
-Fiberglass
-Concrete
-Concrete-Al coupons-Fiberglass
-Al coupons-Fiberglass
-Al scaffold-Fiberglass
-Al scaffold-Fiberglass
-GS, Zn coupons-Concrete-Concrete-ConcreteAvgVel(ft/s)0.010.010.010.010.01pH7.227.327.227.227.25 Temperature profileMB-LOCALB-LOCA Non-Prototypical Non-Prototypical LB-LOCATesting Per.30-day30-day10-day10-day10-dayBed prep.NEINEIBlend & NEIBlend & NEIBlender 10 SUMMARY OF PROPOSED TESTING (SNC)()T6T7T8Corrosion materials-Al, GS, Cu, CS-Fiberglass Concrete-Al, GS coupons
-GS, Zn coupons-Concrete-Concrete-ConcreteAvgVel(ft/s)0.010.010.010.010.01pH7.227.327.227.227.25 Temperature profileMB-LOCALB-LOCA Non-Prototypical Non-Prototypical LB-LOCATesting Per.30-day30-day10-day10-day10-dayBed prep.NEINEIBlend & NEIBlend & NEIBlender 10  
 
==SUMMARY==
OF PROPOSED TESTING (SNC)()T6T7T8 Corrosion materials-Al, GS, Cu, CS-Fiberglass Concrete-Al, GS coupons
-Fiberglass Concrete-Al, GS, Cu, CS-
-Fiberglass Concrete-Al, GS, Cu, CS-


Fiberglass Concrete-Concrete-MAP, Interam, Dirt
Fiberglass Concrete-Concrete-MAP, Interam, Dirt
-Epoxy,IOZ
-Epoxy,IOZ
-Concrete-IOZ-Concrete-MAP, Interam, Dirt-Epoxy,IOZ Velocity(ft/s)001300130013Velocity (ft/s)0.0130.0130.013TargetpH7.27.27.2 Temperature filModified LB-LOCANon-PrototypicalModified LB-LOCA profileTesting period30-day10-day30-day Bed typeNoneMulti-ConstituentMulti-Constituent ypParticulateParticulate 11 TEMPERATUREPROFILE:T8 TEMPERATURE PROFILE: T812 TEMPERATUREPROFILE:T8 TEMPERATURE PROFILE: T8*T6/T8 Temperature Profile (initial hour)
-Concrete-IOZ-Concrete-MAP, Interam, Dirt-Epoxy,IOZ Velocity (ft/s)001300130013 Velocity (ft/s)0.013 0.013 0.013TargetpH7.27.27.2 Temperature filModified LB-LOCANon-PrototypicalModified LB-LOCA pro fil eTesting period30-day10-day30-day Bed t ypeNoneMulti-ConstituentMulti-Constituent ypParticulateParticulate 11 TEMPERATUREPROFILE:T8 TEMPERATURE PROFILE: T8 12 TEMPERATUREPROFILE:T8 TEMPERATURE PROFILE: T8*T6/T8 Temperature Profile (initial hour)
*Best Estimate case is below 185°F within ~10 min
*Best Estimate case is below 185°F within ~10 min
*T6/T8 materials are immediately submerged and exposed to sprays
*T6/T8 materials are immediately submerged and exposed to sprays
*Nocredittakenforthetimetoactivatespraysandfillthesump 13*No credit taken for the time to activate sprays and fill the sump*No credit taken for thermal lag of materials in containment CHEMICAL EFFECTS TESTING OVERVIEW30DayIntegratedTankTestw/DebrisBed
*Nocredittakenforthetimetoactivatespraysandfillthesump 13*No credit taken for the time to activate sprays and fill the sump*No credit taken for thermal lag of materials in containment CHEMICAL EFFECTS TESTING OVERVIEW 30DayIntegratedTankTestw/DebrisBed
*30-Day Integrated Tank Test w/Debris Bed System (T8)VerticalColumnHeadLoss System*Vertical Column Head Loss System*CHLE Corrosion Tank
*30-Day Integrated Tank Test w/Debris Bed System (T8)VerticalColumnHeadLoss System*Vertical Column Head Loss System*CHLE Corrosion Tank
*Prototypical Water Chemistry for VogtleDuring LOCAypCyggOC*Additional Chemical Effects Testing
*Protot yp ical Water C hemistr y for Vo gtleDurin g L OC AypCy ggOC*Additional Chemical Effects Testing
*Bench Scale Tests
*Bench Scale Tests
*Prototypical Water Chemistry Tank Test w/o Debris Beds
*Prototypical Water Chemistry Tank Test w/o Debris Beds
*Forced Precipitation Tank Test w/Debris Beds 14 CHLE -VERTICAL HEAD LOSS TESTINGTESTING UNMTesting FacilityUNM Testing Facility Previous Testing (NEI and Blender Beds)HeadLossResultsHead Loss Results*Debris Beds with Acrylic Particulates oHeadloss-Repeatability oHead loss Repeatability oHead loss -Stability & variability oBed sensitivity, Hysteresis & detectabilityDbiBdithEPtilt*Debris Beds with Epoxy Particulates15 CHLE UNM Testing Facility  CHLE UNM Testing Facility  16 CHLEVERTICALHEADLOSSMODULES CHLE VERTICAL HEAD LOSS MODULES17 CHLEPREVIOUSTESTING CHLE PREVIOUS TESTINGNEI -Beds CHLE01040 mg/L of WCAP CHLE-010Blender Bed6 mg/L of WCAP CHLE Results: Repeatability 60Test1(Pav = 5.71H2O")Test #1, 2, and 3 -Paint/Fiber (40/20) 50(av2)Test 2 (Pav = 5.69 H2O")Test 3 (Pav = 5.97 H2O")3040Approach Velocity (from 0.05 to 0.013 ft/s)s, P (H2O")2030Head LossAcrylic PtiltSEM10Pav = 5.79 (H2O")Particulate SEM0024681012141618Time (hr) 19 CHLEResults: Stability and VariabilityTest #3 -Paint/Fiber (40/20) -Long term test 10Column#1600.10ApproachVelocityTest #1, 2, and 3 -Paint/Fiber (40/20) 89Column#1Column #2Column #3+ 5%")40500.08ApproachVelocityHead Loss2O")67- 5%Pav=7.69ss, P (H2O"30400.06Approach Velocity (from 0.0495 to 0.013 ft/s)d Loss, P (H2After Adding Latent Debris/Dirt 45- 7%+ 7%Pav=4.489Head Lo10200.020.04Pav = 5.98 (H2O") - After 5 daysPav = 5.97 (H2O") - After 11 hrsHeadBefore Addin g 23051015200012345Time (Day) gLatent Debris/Dirt 05050Time (hr) 20 CHLEResults: Sensitivity, Hysteresis &
*Forced Precipitation Tank Test w/Debris Beds 14 CHLE -VERTICAL HEAD LOSS TESTING TESTING UNMTesting FacilityUNM Testing Facility Previous Testing (NEI and Blender Beds)HeadLossResultsHead Loss Results*Debris Beds with Acrylic Particulates oHeadloss-Repeatability o Head loss Repeatability oHead loss -Stability & variability oBed sensitivity, Hysteresis & detectabilityDbiBdithEPtilt*D e b r i s B e d s w ith E poxy P ar ti cu l a t es 15 CHLE UNM Testing Facility  CHLE UNM Testing Facility  16 CHLEVERTICALHEADLOSSMODULES CHLE VERTICAL HEAD LOSS MODULES 17 CHLEPREVIOUSTESTING CHLE PREVIOUS TESTINGNEI -Beds CHLE 01040 mg/L of WCAP CHLE-010Blender Bed6 mg/L of WCAP CHLE Results: Repeatability 60 T e s t 1 (P a v = 5.7 1 H 2 O")Test #1, 2, and 3 -Paint/Fiber (40/20) 50 (a v 2)T e s t 2 (P a v = 5.6 9 H 2 O")T e s t 3 (P a v = 5.9 7 H 2 O")3 0 40 A p p r o a c h V e l o c i t y (f r o m 0.0 5 t o 0.0 1 3 f t/s)s , P (H 2 O")20 3 0 Head Los s Acrylic PtiltSEM 10P a v = 5.7 9 (H 2 O")P ar ti cu l a t e SEM 0 0 2 4 6 8 10 12 14 16 18Time (hr)19 CHLEResults: Stability and VariabilityTest #3 -Paint/Fiber (40/20) -Long term test 10 C o l u m n#1 600.10 A p p r o a c h V e l o c i t yTest #1, 2, and 3 -Paint/Fiber (40/20) 8 9 C o l u m n#1 C o l u m n #2 C o l u m n #3+ 5%")4 0 500.08 A p p r o a c h V e l o c i t y H e a d L o s s 2 O")6 7- 5%P a v=7.6 9 ss, P (H 2 O" 30 4 00.06 A p p r o a c h V e l o c i t y (f r o m 0.0 4 9 5 t o 0.0 1 3 f t/s)d Loss, P (H 2 After Adding Latent Debris/Dirt 4 5- 7%+ 7%P a v=4.4 8 9 Head Lo 10 20 0.0 20.04P a v = 5.9 8 (H 2 O") - A f t e r 5 d a y sP a v = 5.9 7 (H 2 O") - A f t e r 1 1 h r s Hea dBefore Addin g 2 3 0 5 1 0 1 5 2 0 0 0 1 2 3 4 5Time (Day) gLatent Debris/Dirt 0 5 0 5 0Time (hr)20 CHLEResults: Sensitivity, Hysteresis &
ChemicalDetectability Chemical Detectability 70.020Pav= 6.124Pav= 6.859P=5.98(HO")20OOHOOHOOHPO4)2PO4)2PO4)2Head Loss 560016P=459Pav= 5.297Pav 5.98 (H2O)O")(ft/s)1416188" Batch 3- AlBatch 2- AlOBatch 1- AlOBatch 3- Ca3(PBatch 2- Ca3(PBatch 1- Ca3(PO")340.016AV = 0.013AV = 0.014Pav= 3.29Pav= 3.942Pav= 4.59oss, P (H2ch Velocity (81012P = 15.78P = 15.27"P = 14.6"P = 14.52"P = 13.15"6"Conv = 5.12"Loss, P (H2OApproach230.012AV0010AV = 0.011AV = 0.012AV = 0.013 ft/sHead LApproac4680086ft/sP = 10.5PCHead ach Velocit y010246810120.008AV = 0.009AV = 0.0100201020304050607080901001100.086ft/sTime (hr)Time (Day) 21 00514CHLE -Results: Detectability with Epoxy 0.0512140.60.81.004%Criteria (%)Medium -Thick Beds with Epoxy0.0412ity (ft/s)
Chemical Detectability Chemical Detectability 70.020P a v= 6.1 2 4P a v= 6.8 5 9P=5.9 8 (H O")20 O O H O O H O O H P O 4)2 P O 4)2 P O 4)2 Head Loss 5 6 0 0 1 6P=4 5 9P a v= 5.2 9 7P a v 5.9 8 (H 2 O)O")(ft/s)14 16 1 8 8" B a t c h 3- A l B a t c h 2- A l O B a t c h 1- A l O B a t c h 3- C a 3 (P B a t c h 2- C a 3 (P B a t c h 1- C a 3 (P O")3 4 0.0 1 6 A V = 0.0 1 3 A V = 0.0 1 4P a v= 3.2 9P a v= 3.9 4 2P a v= 4.5 9oss, P (H 2 ch Velocity (8 10 12P = 1 5.7 8P = 1 5.2 7"P = 1 4.6"P = 1 4.5 2"P = 1 3.1 5" 6" C o n v = 5.1 2" Loss, P (H 2 O Appro ach 2 30.012 A V 0 0 1 0 A V = 0.0 1 1 A V = 0.0 1 2 A V = 0.0 1 3 f t/sHead LApproa c 4 6 8 0 0 8 6 f t/sP = 1 0.5P C Head ach Velocit y 0 1 0 2 4 6 8 1 0 1 20.008 A V = 0.0 0 9 A V = 0.0 1 0 0 2 0 10 20 30 40 50 60 70 80 90100110 0.0 8 6 f t/sTime (hr)Time (Day) 21 0 0 5 1 4CHLE -Results: Detectability with Epoxy 0.0 5 1 2 1 40.60.8 1.0 0 4%Criteria (%)Medium -Thick Beds with Epoxy0.04 1 2ity (ft/s)
H2O")00.20.40501001502000.4%Stability CSEMIOZ0.0310roach Veloc ead Loss (
H 2 O")00.20.4 0 5 0 1 0 0 1 5 0 2 0 0 0.4%Stability C SEM IOZ0.03 10 roach Veloc ead Loss (H 0 5 0 1 0 0 1 5 0 2 0 0Time (hr)Fiber = 20 gE36)2 SEM -IOZSEM -Epoxy0.02 8 A V 0 0 1 2 8 f t/App r H e Epoxy = 36 gIOZ = 2 g Latent Debris/Dirt = 2 g AlOOH AlOOH Ca 3 (PO 4)0.01 0 2 5 5 0 7 5 1 0 0 1 2 5 1 5 0 1 7 5 2 0 0 2 2 5 6 A V =0.0 1 2 8 f t/sTime (hr)22 CHEMICAL EFFECTS TESTING OVERVIEW*30-DayIntegratedTankTestw/DebrisBedSystem(T8) 30 Day Integrated Tank Test w/Debris Bed System (T8)*Vertical Column Head Loss System
H050100150200Time (hr)Fiber = 20 gE36)2SEM -IOZSEM -Epoxy0.028AV00128ft/ApprHeEpoxy = 36 gIOZ = 2 g Latent Debris/Dirt = 2 g AlOOHAlOOHCa3(PO4)0.0102550751001251501752002256AV =0.0128 ft/sTime (hr) 22 CHEMICAL EFFECTS TESTING OVERVIEW*30-DayIntegratedTankTestw/DebrisBedSystem(T8) 30Day Integrated Tank Test w/Debris Bed System (T8)*Vertical Column Head Loss System
*CHLE Corrosion Tank
*CHLE Corrosion Tank
*Prototypical Water Chemistry for Vogtle During LOCA
*Prototypical Water Chemistry for Vogtle During LOCA
Line 99: Line 97:
*Bench Scale Tests
*Bench Scale Tests
*PrototypicalWaterChemistryTankTestw/oDebrisBeds
*PrototypicalWaterChemistryTankTestw/oDebrisBeds
*Prototypical Water Chemistry Tank Test w/o Debris Beds*Forced Precipitation Tank Test w/Debris Beds 23 PROTOTYPICAL CHEMICALS: CHLE TANKChemical TypeVogtleQuantity (mM)CHLETank Quantity(g)Significance H3BO3221.415546Initial Pool ChemistryLiOH0.05041.372HCl2.3999Radiolysis Generated Chemicals HNO30.08736.2TSP5.832582 Containment Buffering Agent24 CHEMICALADDITIONPROTOCOLS CHEMICAL ADDITION PROTOCOLS
*Prototypical Water Chemistry Tank Test w/o Debris Beds*Forced Precipitation Tank Test w/Debris Beds 23 PROTOTYPICAL CHEMICALS: CHLE TANKChemical TypeVogtleQuantity (mM)CHLETank Quantity (g)Significance H 3 BO 3221.415546Initial Pool ChemistryLiOH0.05041.372HCl2.3999Radiolysis Generated Chemicals HNO 30.08736.2TSP5.832582 Containment Buffering Agent 24 CHEMICALADDITIONPROTOCOLS CHEMICAL ADDITION PROTOCOLS*InitialPoolChemistry
*InitialPoolChemistry
*Initial Pool Chemistry*Boric Acid
*Initial Pool Chemistry
*Boric Acid
*Lithium Hydroxide ([Li]=0.35 mg/L)
*Lithium Hydroxide ([Li]=0.35 mg/L)
*TSP metered in continuously during first two hours of test to desired final concentrationRadiolysisgeneratedmaterialsaddedthroughout
*TSP metered in continuously during first two hours of test to desired final concentrationRadiolysisgeneratedmaterialsaddedthroughout
*Radiolysis generated materials added throughout test*Batch addition at 1, 2, 5, 10, 24 hours initially
*Radiolysis generated materials added throughout test*Batch addition at 1, 2, 5, 10, 24 hours initially
*Continued additions periodically thereafter 25 PROTOTYPICAL MATERIALS:
*Continued additions periodically thereafter 25 PROTOTYPICAL MATERIALS:
CHLE TANK (1 OF 2)MaterialTypeVogtleQuantity300 gal CHLE Material TypeVogtleQuantityTest Quantity*Aluminum (submerged)54 ft 20.026 ft2 (3.7 in2)Aluminum(exposedtospray)4,003ft21.91ft2Aluminum (exposed to spray)4,003 ft1.91 ftGalvanized Steel (submerged)19,144 ft 29.13 ft2Galvanized Steel (exposed to  
CHLE TANK (1 OF 2)MaterialTypeVogtle Quantity 300 gal CHLE Material TypeVogtle QuantityTest Quantity*Aluminum (submerged)54 ft 2 0.026 ft 2 (3.7 in 2)Aluminum(exposedtospray)4,003ft 21.91ft 2 Aluminum (exposed to spray)4,003 ft 1.91 ftGalvanized Steel (submerged)19,144 ft 2 9.13 ft 2Galvanized Steel (exposed to  
)191,234ft 291.2ft2spray)191,234 ft91.2 ftCopper (submerged)149.8 ft 20.0715 ft 2  (10.3 in2)Fire Extin guisher Dr y Chemical gy-Monoammoniumphosphate (MAP)357 lbm0.170 lbm(77.2 g)InteramŽ E-54C (submerged)4.448 ft32.12 x10-3ft3 (3.67 in3)(g)()26 PROTOTYPICAL MATERIALS: CHLETANK(2OF2)
)191,234ft 291.2ft 2 spray)191,234 ft 91.2 ftCopper (submerged)149.8 ft 2 0.0715 ft 2  (10.3 in 2)Fire Extin g uisher Dr y Chemical gy-Monoammoniumphosphate (MAP)357 lb m 0.170 lb m (77.2 g)InteramŽ E-54C (submer g ed)4.448 ft 3 2.12 x10-3 ft 3 (3.67 in 3)(g)()26 PROTOTYPICAL MATERIALS: CHLETANK(2OF2)
CHLE TANK (2 OF 2)MaterialTypeVogtleQuantity300 gal CHLE Material TypeVogtleQuantityTest Quantity*Carbon Steel (submerged)548.0 ft 20.261 ft2 (37.6 in2)CarbonSteel(exposedto 222Carbon Steel (exposed to spray)367.5 ft20.175 ft2 (25.2 in2)Concrete (submerged)2,092 ft 20.998 ft2 (144 in2)IOZCoatingsZincFiller IOZ Coatings Zinc Filler(submerged) 50 lbm0.024 lbm(11 g)Epoxy Coatings (submerged)2,785 lb m1.33 lbm(603 g)Latent Dirt/Dust (submerged)51 lb m0.024 lbm(11 g)Fiberglass (submerged)2,552 ft 31.218 ft327 MATERIALADDITIONPROTOCOLS MATERIAL ADDITION PROTOCOLS
CHLE TANK (2 OF 2)MaterialTypeVogtle Quantity 300 gal CHLE Material TypeVogtle QuantityTest Quantity*Carbon Steel (submerged)548.0 ft 2 0.261 ft 2 (37.6 in 2)CarbonSteel(exposedto 2 2 2 Carbon Steel (exposed to spray)367.5 ft 2 0.175 ft 2 (25.2 in 2)Concrete (submerged)2,092 ft 2 0.998 ft 2 (144 in 2)IOZCoatingsZincFiller IOZ Coatings Zinc Filler (submerged) 50 lb m 0.024 lb m(11 g)Epoxy Coatings (submerged)2,785 lb m 1.33 lb m (603 g)Latent Dirt/Dust (submerged)51 lb m 0.024 lb m(11 g)Fiberglass (submerged)2,552 ft 3 1.218 ft 3 27 MATERIALADDITIONPROTOCOLS MATERIAL ADDITION PROTOCOLS*Submergedmetalcoupons
*Submergedmetalcoupons
*Submerged metal coupons*Arranged in a submergible rack system within tank
*Submerged metal coupons*Arranged in a submergible rack system within tank
*Unsubmerged metal couponsiiiii*Secured individually to a rack system w ithin tank*Loose materials
*Unsubmerged metal couponsiiiii*Secured i nd i v idually to a rack system w i th i n tan k*Loose materials
*Concrete affixed to a submer ged coupon rackgp*Interam, MAP, latent dirt/dust, fiberglass and IOZ* will be loosely packed in wire mesh 'bags' submerged front of one of the tank headers
*Concrete affixed to a submer ged cou p on rac k gp*Interam, MAP, latent dirt/dust, fiberglass and IOZ* will be loosely packed in wire mesh 'bags' submerged front of one of the tank headers
** Total inventory of IOZ may be added to the vertical columns instead of to the tank if it is determined to be too fine to contain in a mesh bag 28 COUPONRACKS COUPON RACKS29 MATERIALBAGS MATERIAL BAGS30 PROTOTYPICAL MATERIALS: DEBRIS BEDSMaterial Type 300 gal CHLETestQuantity
** Total inventory of IOZ may be added to the vertical columns instead of to the tank if it is determined to be too fine to contain in a mesh bag 28 COUPONRACKS COUPON RACKS 29 MATERIALBAGS MATERIAL BAGS 30 PROTOTYPICAL MATERIALS: DEBRIS BEDSMaterial Type 300 gal CHLETestQuantity
*Quantity per Column (g)Test Quantity(g)IOZ Coatings Zinc Filler 0.014 lbm(6.4 g)2.13Epoxy Coatings0.236 lb m(107.2 g) 35.74*DebrisBedMaterialsareloadedintocolumnsLatent Dirt/Dust0.014 lb m(6.4 g)2.13Fiberglass0.055 ft 3 (60 g)20Debris Bed Materials are loaded into columns before connection to tank solution with  
*Quantity per Column (g)Test Quantity (g)IOZ Coatings Zinc Filler 0.014 lb m(6.4 g)2.13Epoxy Coatings0.236 lb m (107.2 g)35.74*DebrisBedMaterialsareloadedintocolumnsLatent Dirt/Dust0.014 lb m(6.4 g)2.13Fiberglass0.055 ft 3 (60 g)20 Debris Bed Materials are loaded into columns before connection to tank solution with  


loaded tank materials
loaded tank materials
*Connection between tank and column system occurs once beds reach criteria for tbilitstability31 CHEMICAL EFFECTS TESTING OVERVIEW*30-DayIntegratedTankTestw/DebrisBedSystem 30Day Integrated Tank Test w/Debris Bed System*Vertical Column Head Loss System
*Connection between tank and column system occurs once beds reach criteria for tbilit s t a bilit y 31 CHEMICAL EFFECTS TESTING OVERVIEW*30-DayIntegratedTankTestw/DebrisBedSystem 30 Day Integrated Tank Test w/Debris Bed System*Vertical Column Head Loss System
*CHLE Corrosion Tank
*CHLE Corrosion Tank
*Prototypical Water Chemistry for VogtleDuring LOCA
*Prototypical Water Chemistry for VogtleDuring LOCA
*AdditionalChemicalEffectsTesting Additional Chemical Effects Testing*Bench Scale Tests
*AdditionalChemicalEffectsTesting Additional Chemical Effects Testing*Bench Scale Tests
*Prototypical Water Chemistr y Tank Test w
*Protot yp ical Water Chemistr y Tank Test w
/o Debris Bedsypy/*Forced Precipitation Tank Test w/Debris Beds 32 BENCHSCALETESTS:ALUMINUM BENCH SCALE TESTS: ALUMINUM*Objectives Objectives
/o Debris Bedsypy/*Forced Precipitation Tank Test w/Debris Beds 32 BENCHSCALETESTS:ALUMINUM BENCH SCALE TESTS: ALUMINUM*Objectives Objectives
*Time-Averaged Corrosion due to Variations in pH, Temperature, Phht(TSP)
*Time-Averaged Corrosion due to Variations in pH, Temperature, Phht(TSP)Ph osp h a t e (TSP)*Corrosion and release rates over a rangeoftemperatureandpHvalues range of temperature and pH values*Comparison with WCAP correlation for Al
Phosphate (TSP)*Corrosion and release rates over a rangeoftemperatureandpHvalues range of temperature and pH values*Comparison with WCAP correlation for Al
*Effects on Al Corrosion due to Other Corrosion Materials Present During LOCA*ZincCopper Iron Chlorine Zinc , Copper , Iron , Chlorine 33 BENCHSCALERESULTS:ALUMINUM BENCH SCALE RESULTS: ALUMINUM*Time-averagedcorrosionratereached Time averaged corrosion rate reached maximum within 5 hoursPitiflid ithi*P ass i va ti on o f a l um i num occurre d w ithi n 24 hours (stabilized rate of release)
*Effects on Al Corrosion due to Other Corrosion Materials Present During LOCA*ZincCopper IronChlorineZinc, Copper, Iron, Chlorine33 BENCHSCALERESULTS:ALUMINUM BENCH SCALE RESULTS: ALUMINUM*Time-averagedcorrosionratereached Timeaveraged corrosion rate reached maximum within 5 hoursPitiflidithi*Passivation of aluminum occurre d within 24 hours (stabilized rate of release)
*Direct correlation between corrosion rate and higher temperature/pH values (next two figures) 34 BENCHSCALERESULTS:ALUMINUM BENCH SCALE RESULTS: ALUMINUM 12 8 10 o n (mg/L)6 8 c oncentrati o 2 4 Aluminum c 0020406080100120 Time (hr)Series110085degrCSeries150070degrCSeries160055degrC 35Series 1100 , 85degrCSeries 1500 , 70degrCSeries 1600 , 55degrC BENCHSCALERESULTS:ALUMINUM BENCH SCALE RESULTS: ALUMINUM 40 30 35 o n (mg/L)20 25 c oncentrati o 5 10 15 A luminum c 0 5020406080100120 A Time (hr)Si1400H784Si1100H734Si1300H684 36 S er i es 1400 , p H 7.84 S er i es 1100 , p H 7.34 S er i es 1300 , p H 6.84 BENCHSCALERESULTS:ALUMINUM BENCH SCALE RESULTS: ALUMINUM*Presenceofzincinhibitsthecorrosion
*Direct correlation between corrosion rate and higher temperature/pH values (next two figures) 34 BENCHSCALERESULTS:ALUMINUM BENCH SCALE RESULTS: ALUMINUM12810on (mg/L)68concentrati o24Aluminum c0020406080100120 Time (hr)Series110085degrCSeries150070degrCSeries160055degrC 35Series 1100, 85degrCSeries 1500, 70degrCSeries 1600, 55degrC BENCHSCALERESULTS:ALUMINUM BENCH SCALE RESULTS: ALUMINUM403035on (mg/L)20 25concentrati o510 15Aluminum c05020406080100120 ATime (hr)Si1400H784Si1100H734Si1300H684 36Series 1400, pH 7.84Series 1100, pH 7.34Series 1300, pH 6.84 BENCHSCALERESULTS:ALUMINUM BENCH SCALE RESULTS: ALUMINUM*Presenceofzincinhibitsthecorrosion
*Presence of zinc inhibits the corrosion of aluminum
*Presence of zinc inhibits the corrosion of aluminum
*Presenceofcopperchlorideandiron
*Presenceofcopperchlorideandiron
*Presence of copper, chloride and iron ions have little appreciable effect on corrosionofaluminum corrosion of aluminum*24-hour release of aluminum is reducedbyafactorof2
*Presence of copper , chloride and iron ions have little appreciable effect on corrosionofaluminum corrosion of aluminum*24-hour release of aluminum is reducedbyafactorof2
-3compared reduced by a factor of 23 compared to the WCAP-16530 equations by including passivation in the TSP itenvironment37 CHEMICAL EFFECTS TESTING OVERVIEW*30-DayIntegratedTankTestw/DebrisBedSystem 30Day Integrated Tank Test w/Debris Bed System*Vertical Column Head Loss System
-3compared reduced by a factor of 2 3 compared to the WCAP-16530 equations by including passivation in the TSP it env i ronmen t 37 CHEMICAL EFFECTS TESTING OVERVIEW*30-DayIntegratedTankTestw/DebrisBedSystem 30 Day Integrated Tank Test w/Debris Bed System*Vertical Column Head Loss System
*CHLE Corrosion Tank
*CHLE Corrosion Tank
*Prototypical Water Chemistry for VogtleDuring LOCA
*Prototypical Water Chemistry for VogtleDuring LOCA
*AdditionalChemicalEffectsTesting Additional Chemical Effects Testing*Bench Scale Tests
*AdditionalChemicalEffectsTesting Additional Chemical Effects Testing*Bench Scale Tests
*Prototypical Water Chemistr y Tank ypyTest w/o Debris Beds (T6)
*Protot yp ical Water Chemistr y Tank ypyTest w/o Debris Beds (T6)
*Forced Precipitation Tank Test w/Debris Beds 38 ADDITIONALCETANKTESTS ADDITIONAL CE TANK TESTS*30DayRecirculatoryTankTest(T6)*30-Day Recirculatory Tank Test (T6)*Objective:
*Forced Precipitation Tank Test w/Debris Beds 38 ADDITIONALCETANKTESTS ADDITIONAL CE TANK TESTS*30 Day RecirculatoryTankTest (T6)*30-Day Recirculatory Tank Test (T6)*Objective:
iifff*Investigate isolated e ffects of water chemistry on plant materials during a LOCALOCA*No vertical column system or debris beds
iifff*Invest i gate i solated e ffects o f water chemistry on plant materials during a LOCA LOCA*No vertical column system or debris beds
*Prototypical VogtleWater Chemistry
*Prototypical VogtleWater Chemistry
*Temperature Profile Identical to T8 39 CHEMICAL EFFECTS TESTING OVERVIEW*30-Day Integrated Tank Test w
*Temperature Profile Identical to T8 39 CHEMICAL EFFECTS TESTING OVERVIEW*30-Da y Inte g rated Tank Test w
/Debris Bed S ystemyg/y*Vertical Column Head Loss System
/Debris Bed S y stemyg/y*Vertical Column Head Loss System
*CHLE Corrosion Tank
*CHLE Corrosion Tank
*PrototypicalWaterChemistryfor VogtleDuringLOCA
*PrototypicalWaterChemistryfor VogtleDuringLOCA
*Prototypical Water Chemistry for VogtleDuring LOCA*Additional Chemical Effects Testing
*Prototypical Water Chemistry for Vogtle During LOCA*Additional Chemical Effects Testing
*Bench Scale Tests
*Bench Scale Tests
*Prototypical Water Chemistry Tank Test w/o Debris BedsFdPiittiTkTt
*Prototypical Water Chemistry Tank Test w/o Debris BedsFdPiittiTkTt
*Forced Precipitation Tank Test w/Debris Beds (T7) 40 ADDITIONALCETANKTESTS ADDITIONAL CE TANK TESTS*10-Day Integrated Tank Test (T7)
*F orce d P rec i p it a ti on T an k T es t w/Debris Beds (T7) 40 ADDITIONALCETANKTESTS ADDITIONAL CE TANK TESTS*10-Day Integrated Tank Test (T7)
*Objective:  
*Objective:  
*Investigate material corrosion and any resulting ffthdldfdiittieffects on head loss under forced precipitation conditions using Vogtle quantities for boron, TSP,  
*Investigate material corrosion and any resulting ffthdldfdiitti e ff ec t s on h ea d l oss un d er f orce d prec i p it a ti on conditions using Vogtle quantities for boron, TSP, concrete, galvanized steel, and zinc
 
concrete, galvanized steel, and zinc
*Corrosion Tank
*Corrosion Tank
*Vertical Column Head Loss System
*Vertical Column Head Loss System
*Excess aluminum submerged in CHLE Tank (parallel to T3 test for STP)
*Excess aluminum submerged in CHLE Tank (parallel to T3 test for STP)
*DifferentTemperatureProfilethanT6/T8
*DifferentTemperatureProfilethanT6/T8
*Different Temperature Profile than T6/T841 TEMPERATUREPROFILE:T7 TEMPERATURE PROFILE: T742 NEXTSTEPS NEXT STEPS-*VerticalColumnHeadLoss
*Different Temperature Profile than T6/T8 41 TEMPERATUREPROFILE:T7 TEMPERATURE PROFILE: T7 42 NEXTSTEPS NEXT STEPS-*VerticalColumnHeadLoss
*Vertical Column Head Loss*Explore effects of chemical surrogates on measured head loss for various fiber/particulate ratios (thin, medium, and thick debris beds)TkTt*Tank Tests*Perform T6, T7, T8 tests
*Vertical Column Head Loss*Explore effects of chemical surrogates on measured head loss for various fiber/particulate ratios (thin, medium, and thick debris beds)TkTt*T an k T es t s*Perform T6, T7, T8 tests
*BenchScaleTests
*BenchScaleTests
*Bench Scale Tests*Zinc*Calcium*Calcium43 REFERENCES REFERENCES
*Bench Scale Tests*Zinc*Calcium*Calcium 43 REFERENCES REFERENCES
*CHLESNC001(BenchTests:Aluminum)
*CHLE SNC001(BenchTests:Aluminum)
*CHLE-SNC-001 (Bench Tests: Aluminum)
*CHLE-SNC-001 (Bench Tests: Aluminum)*CHLE-SNC-007 (Bench Tests: Aluminum w/other metals))*CHLE-SNC-008 (HL Operating Procedure)
*CHLE-SNC-007 (Bench Tests: Aluminum w/other metals))*CHLE-SNC-008 (HL Operating Procedure)
*CHLE-SNC-020 (Test Plan for T6, T7 & T8) 44 STRAINER HEAD LOSS TEST PLAN 45 RISK-INFORMED CONVENTIONAL HEAD LOSS TEST STRATEGY
*CHLE-SNC-020 (Test Plan for T6, T7 & T8) 44 STRAINER HEAD LOSS TEST PLAN45 RISK-INFORMED CONVENTIONAL HEAD LOSS TEST STRATEGY
*EnerconServicesInc
*EnerconServicesInc
*Enercon Services, Inc. *Tim Sande
*Enercon Services , Inc. *Tim Sande*Kip Walker
*Kip Walker
*Alden Research Laboratory
*Alden Research Laboratory
*Ludwig Haber 46 HEADLOSSMODEL HEAD LOSS MODEL*Whyisaheadlossmodelnecessary?
*Ludwig Haber 46 HEADLOSSMODEL HEAD LOSS MODEL*Whyisaheadlossmodelnecessary?
Why is a head loss model necessary?
Why is a head loss model necessary?
*Thousands of break scenarios
*Thousands of break scenarios
*Each with unique conditions (break flow rate, sump water level, debris loads, etc.)*Parameters that chan ge with time g*It is not practical to conduct a head loss test  for every scenario
*Each with unique conditions (break flow rate, sump water level, debris loads, etc.)*Parameters that chan g e with time g*It is not practical to conduct a head loss test  for every scenario
*Approaches for developing a risk-informed head loss model
*Approaches for developing a risk-informed head loss model
*Correlation approach has some advantages, but very difficult to implement implement
*Correlation approach has some advantages, but very difficult to implement implement*Rule-based approach is focused on prototypical conditions for a given plant, which makes it more practical
*Rule-based approach is focused on prototypical conditions for a given plant, which makes it more practical
*Hybrid approach uses rule-based head loss data to create an em p irical correlation p*An overall head loss test strategy is presented which includes some Vogtle-specific implementation information. Other plants are evaluating and may use all or parts of this strategy.
*Hybrid approach uses rule-based head loss data to create an empirical correlation p*An overall head loss test strategy is presented which includes some Vogtle-specific implementation information. Other plants are evaluating and may use all or parts of this strategy.
47 HYPOTHETICALTESTRESULTS HYPOTHETICAL TEST RESULTS 48= particulate/fiber ratio PRACTICALCONSIDERATIONS PRACTICAL CONSIDERATIONS
47 HYPOTHETICALTESTRESULTS HYPOTHETICAL TEST RESULTS48= particulate/fiber ratio PRACTICALCONSIDERATIONS PRACTICAL CONSIDERATIONS
  *"Conservatisms "requiredtolimittestscope
  *"Conservatisms "requiredtolimittestscope
*Conservatisms required to limit test scope*Reduce all particulate types to one bounding surrogate
*Conservatisms required to limit test scope*Reduce all particulate types to one bounding surrogate
Line 181: Line 170:
*Reduce all water chemistries to one bounding chemistry
*Reduce all water chemistries to one bounding chemistry
*Notes:*Surrogatepropertiesincludethedebristypesize
*Notes:*Surrogatepropertiesincludethedebristypesize
*Surrogate properties include the debris type, size distribution, density, etc.  
*Surrogate properties include the debris type , size distribution, density, etc.  
*Bounding refers to a parameter value that maximizes head losswithintherangeofplantspecificconditions loss within the range of plant-specific conditions
*Bounding refers to a parameter value that maximizes head losswithintherangeofplantspecificconditions loss within the range of plant-specific conditions
*Test details will be fully developed in a plant-specific test plan49 PRACTICALCONSIDERATIONS PRACTICAL CONSIDERATIONS
*Test details will be fully developed in a plant-specific test plan 49 PRACTICALCONSIDERATIONS PRACTICAL CONSIDERATIONS
  *Definitionoftestinglimitsbasedonplant specific*Definition of testing limits based on plant-specific conditions
  *Definitionoftestinglimitsbasedonplant specific*Definition of testing limits based on plant-specific conditions
*Maximum fiber quantity
*Maximum fiber quantity
Line 189: Line 178:
*Maximum particulate to fiber ratio (max )*Useofsmall
*Maximum particulate to fiber ratio (max )*Useofsmall
-scaletesting
-scaletesting
*Use of small-scale testing *If a small-scale version of the prototype strainer can be shown to provide the same head loss results as a large-scale strainertestprogramwillutilizesmallscaleheadlossvalues strainer, test program will utilize small-scale head loss values to build model
*Use of small-scale testing *If a small-scale version of the prototype strainer can be shown to provide the same head loss results as a large-scale strainertestprogramwillutilizesmallscaleheadlossvalues strainer , test program will utilize small-scale head loss values to build model
*Reduced cost and schedule would allow more data to be gatheredgathered50 OVERVIEWOFTESTPROGRAM OVERVIEW OF TEST PROGRAM*TestSeries Test Series*Large-scale test with thin-bed protocol
*Reduced cost and schedule would allow more data to be gathered gathered 50 OVERVIEWOFTESTPROGRAM OVERVIEW OF TEST PROGRAM*TestSeries Test Series*Large-scale test with thin-bed protocol
*Large-scale test with full-load protocol
*Large-scale test with full-load protocol
*Validation of small-scale testing
*Validation of small-scale testing
Line 197: Line 186:
*Need to determine minimum fiber and maximum particulatequantity(iemaximum)requiredto particulate quantity (i.e., maximum ) required to generate "significant" conventional debris head loss
*Need to determine minimum fiber and maximum particulatequantity(iemaximum)requiredto particulate quantity (i.e., maximum ) required to generate "significant" conventional debris head loss
*Significant head loss subjectively defined as 1.5 ft
*Significant head loss subjectively defined as 1.5 ft
*Vogtle'sNPSHmarginrangesfrom10 fttoover40ft,VogtlesNPSH margin ranges from 10 ftto over 40 ft, depending on pool temperature and containment pressure
*Vogtle'sNPSHmarginrangesfrom10 fttoover40 ft ,Vogtles NPSH margin ranges from 10 ft to over 40 ft , depending on pool temperature and containment pressure
*Head loss below 1.5 ftis not likely to cause failures under most circumstances even if future chemical effects testing results in significantheadloss significant head loss51 LARGE-SCALE TEST WITH THIN-BED PROTOCOL*PurposePurpose*Identify minimum fiber load required to develop "significant" conventional head loss (maximum )*Obtain prototypical head loss data for use in validating the small-scale strainer*Measure bounding strainer head loss for thin-bed conditions
*Head loss below 1.5 ftis not likely to cause failures under most circumstances even if future chemical effects testing results in significantheadloss significant head loss 51 LARGE-SCALE TEST WITH THIN-BED PROTOCOL*Purpose Purpose*Identify minimum fiber load required to develop "significant" conventional head loss (maximum )*Obtain prototypical head loss data for use in validating the small-scale strainer*Measure bounding strainer head loss for thin-bed conditions
*Test Protocol
*Test Protocol
*Use buffered and borated water at 120 °F
*Use buffered and borated water at 120 °F
Line 206: Line 195:
*Continue adding fiber until a head loss of 1.5 ftis observed
*Continue adding fiber until a head loss of 1.5 ftis observed
*Perform temperature sweep
*Perform temperature sweep
*Batch in chemical precipitates (quantity and form to be determined by separate analysis/testing) 52 LARGE-SCALE TEST WITH FULL-LOAD PROTOCOL*PurposePurpose*Identify fiber quantity required to fill the interstitial volume
*Batch in chemical precipitates (quantity and form to be determined by separate analysis/testing) 52 LARGE-SCALE TEST WITH FULL-LOAD PROTOCOL*Purpose Purpose*Identify fiber quantity required to fill the interstitial volume
*Obtain prototypical head loss data for use in validating the small-scale strainer*Measure boundin g strainer head loss for full-load conditions g*Test Protocol
*Obtain prototypical head loss data for use in validating the small-scale strainer*Measure boundin g strainer head loss for full-load conditions g*Test Protocol
*Use buffered and borated water at 120 °F
*Use buffered and borated water at 120 °F
Line 219: Line 208:
*Test small-scale strainer under conditions similar to large-scale testing (both thin-bed and full-load protocols)Adjuststrainerortankdesignasnecessaryto
*Test small-scale strainer under conditions similar to large-scale testing (both thin-bed and full-load protocols)Adjuststrainerortankdesignasnecessaryto
*Adjust strainer or tank design as necessary to appropriately match large-scale test results
*Adjust strainer or tank design as necessary to appropriately match large-scale test results
*Note: If small-scale testin g cannot be validated due gto competing scaling factors, the remaining tests could be performed using the large-scale strainer 54 SMALL-SCALESENSITIVITYTESTS SMALL-SCALE SENSITIVITY TESTS*Purpose*Purpose*Reduce all particulate types to a single bounding surrogate
*Note: If small-scale testin g cannot be validated due g to competing scaling factors, the remaining tests could be performed using the large-scale strainer 54 SMALL-SCALESENSITIVITYTESTS SMALL-SCALE SENSITIVITY TESTS*Purpose*Purpose*Reduce all particulate types to a single bounding surrogate
*Reduce all fiber types to a single bounding surrogate (Vogtle only has one fiber type)
*Reduce all fiber types to a single bounding surrogate (Vogtle only has one fiber type)
*Reduce range of prototypical water chemistries to a single bounding chemistry
*Reduce range of prototypical water chemistries to a single bounding chemistry
*Tests will be run with a variety of representative parameters to identify the parameters for use in remaining tests
*Tests will be run with a variety of representative parameters to identify the parameters for use in remaining tests
*Gather data for head loss caused b y various t ypes of yypchemical surrogates 55 SMALL-SCALE TESTS WITH FULL-LOAD PROTOCOL*Purposeofthesetestsaretogatherdatanecessary
*Gather data for head loss caused b y various t yp es of y ypchemical surrogates 55 SMALL-SCALE TESTS WITH FULL-LOAD PROTOCOL*Purposeofthesetestsaretogatherdatanecessary
*Purpose of these tests are to gather data necessary to build the head loss model
*Purpose of these tests are to gather data necessary to build the head loss model
*Test Protocol will be similar to lar ge-scale, full-load gtest except that the small-scale tests will be conducted using the bounding surrogates for fiber, particulateandwaterchemistry particulate
*Test Protocol will be similar to lar g e-scale, full-load gtest except that the small-scale tests will be conducted using the bounding surrogates for fiber, particulateandwaterchemistry particulate , and water chemistry*Perform series of tests (e.g., 9 tests) at different values with equivalent fiber batch sizes for each test 56 RULE-BASEDIMPLEMENTATION RULE-BASED IMPLEMENTATION 57 OPTIONSFORIMPLEMENTATION OPTIONS FOR IMPLEMENTATION
, and water chemistry
*Perform series of tests (e.g., 9 tests) at different values with equivalent fiber batch sizes for each test 56 RULE-BASEDIMPLEMENTATION RULE-BASED IMPLEMENTATION 57 OPTIONSFORIMPLEMENTATION OPTIONS FOR IMPLEMENTATION
*Selectheadlossvalueforboundingfiberquantity
*Selectheadlossvalueforboundingfiberquantity
*Select head loss value for bounding fiber quantity and value*Interpolate between two fiber values and use pbounding value*Interpolate between all four points 58 VOGTLEDEBRISGENERATION VOGTLE DEBRIS GENERATION
*Select head loss value for bounding fiber quantity and value*Inter polate between two fiber values and use p bounding value*Interpolate between all four points 58 VOGTLEDEBRISGENERATION VOGTLE DEBRIS GENERATION
*Debrisquantitiesvarysignificantly Debris quantities vary significantly for different weld locations and  
*Debrisquantitiesvarysignificantly Debris quantities vary significantly for different weld locations and  


break sizes
break sizes
*Max Fiber (11201-004-6-RB, Hot legatbaseofSG) leg at base of SG)*Nukon: 2,235 ft 3*Latent fiber: 4 ft 3*Total: 2,239 ft 3MaxParticulate(11201 0084RB*Max Particulate (11201-008-4-RB, Crossover leg)
*Max Fiber (11201-004-6-RB, Hot legatbaseofSG) leg at base of SG)*Nukon: 2,235 ft 3*Latent fiber: 4 ft 3*Total: 2,239 ft 3MaxParticulate(11201 008 4 RB*Max Particulate (11201-008-4-RB , Crossover leg)
*Interam: 183 lb m*Qualified epoxy: 188 lb m*Qualified IOZ: 61 lb m*Unqualified epoxy: 2,602 lb m*Unqualified IOZ: 25 lb m*Unqualified alkyd: 32 lb m*RCS Crud: 23 lb m*Latent dirt/dust: 51 lb m*Total: 3,165 lb m59 VOGTLEDEBRISTRANSPORT VOGTLE DEBRIS TRANSPORT
*Interam: 183 lb m*Qualified epoxy: 188 lb m*Qualified IOZ: 61 lb m*Unqualified epoxy: 2,602 lb m*Unqualified IOZ: 25 lb m*Unqualified alkyd: 32 lb m*RCS Crud: 23 lb m*Latent dirt/dust: 51 lb m*Total: 3,165 lb m 59 VOGTLEDEBRISTRANSPORT VOGTLE DEBRIS TRANSPORT*Debristransportvariessignificantlydependingon
*Debristransportvariessignificantlydependingon
*Debris transport varies significantly depending on several parameters
*Debris transport varies significantly depending on several parameters
*Break location (compartment)
*Break location (compartment)
*Debris size distribution
*Debris size distribution
*Number of pumps/trains in operation
*Number of pumps/trains in operation
*Whethercontainmentspraysareactivated Whether containment sprays are activated
*Whethercontainmentspraysareactivated Whether containment sprays are activated*Location of unqualified coatings
*Location of unqualified coatings
*Time when containment sprays are securedFiltiflifidti
*Time when containment sprays are securedFiltiflifidti
*Failure time for unqualified coatings*ECCS/CSS pump flow rates
*F a il ure ti me f or unqua lifi e d coa ti ngs*ECCS/CSS pump flow rates
*Recirculation pool water level 60 VOGTLE FIBER TRANSPORT FRACTIONS TO ONE RHR STRAINER*
*Recirculation pool water level 60 VOGTLE FIBER TRANSPORT FRACTIONS TO ONE RHR STRAINER*
DebrisSize1Trainw/2Trainw/1Train2TrainDebris TypeSize1 Train w/ Spray2 Train w/ Spray1 Train w/out Spray2 Train w/out SprayNukonFines58%29%23%12%uoes58%9%3%%Small48%24%5%2%Large6%3%7%4%Itt0%0%0%0%Intact0%0%0%0%LatentFines58%29%28%14%* Preliminary values 61 VOGTLE PARTICULATE TRANSPORT FRACTIONS TO ONE RHR STRAINER*Debris TypeSize1 Train w/
Debris Size1Trainw/2Trainw/1Train2Train Debris Type Size 1 Train w/ Spray 2 Train w/ Spray 1 Train w/out Spray 2 Train w/out Spray N u k onFin es 58%2 9%2 3%12%uo es 58%9%3%%Small48%24%5%2%Large6%3%7%4%Itt 0%0%0%0%I n t ac t 0%0%0%0%LatentFines58%29%28%14%* Preliminary values 61 VOGTLE PARTICULATE TRANSPORT FRACTIONS TO ONE RHR STRAINER*Debris TypeSize1 Train w/
Spray2 Train w/
Spray2 Train w/
Spray1 Train w/out Spray2 Train w/out SpraySpraySpraySpraySprayUnqualifiedEpoxyFines58%29%44%22%Fine Chips0%0%0%0%
Spray1 Train w/out Spray2 Train w/out Spray Spray Spray Spray SprayUnqualifiedEpoxyFines58%29%44%22%Fine Chips0%0%0%0%
Small Chips0%0%0%0%Large Chips0%0%0%0%
Small Chips0%0%0%0%Large Chips0%0%0%0%
Curled Chips58%29%5%7%UnqualifiedIOZFines58%29%12%6%UlifidAlkd Fi58%29%100%50%Unqualified AlkydFines58%29%100%50%InteramFines58%29%23%12%
Curled Chips58%29%5%7%UnqualifiedIOZFines58%29%12%6%UlifidAlkd Fi 58%29%100%50%U nqua lifi e d Alk y d Fi nes 58%29%100%50%InteramFines58%29%23%12%
Qualified EpoxyFines58%29%23%12%QualifiedIOZ Fines58%29%23%12%Qualified IOZFines58%29%23%12%Latent dirt/dustFines58%29%28%14%
Qualified EpoxyFines58%29%23%12%QualifiedIOZ Fines 58%29%23%12%Qualified IOZ Fines 58%29%23%12%Latent dirt/dustFines58%29%28%14%
RCSCrudFines58%29%23%12%* Preliminary values 62 DEBRIS TRANSPORT W/O CONTAINMENT SPRAYS
RCSCrudFines58%29%23%12%* Preliminary values 62 DEBRIS TRANSPORT W/O CONTAINMENT SPRAYS
*Blowdowntransportfractionsarenotchanged
*Blowdowntransportfractionsarenotchanged
*Blowdown transport fractions are not changed*Distribution of debris prior to recirculation remains unchangedg*5% of fines assumed to be washed down due to condensation in containment 63 VOGTLE FIBER TRANSPORT TO ONE RHR STRAINER, 1 TRAIN W/SPRAY*DebrisType SizeDGQuantity Transport QuantityDebris TypeSizeDG Quantity (ft3)Transport FractionQuantity(ft3)NukonFines290.558%168.5 Small1001148%4805Small1,001.148%480.5Large453.66%27.2Intact489.40%0.0Total2,234.7676.3LatentFines3.858%2.2Total2,238.5678.4
*Blowdown transport fractions are not changed*Distribution of debris prior to recirculation remains unchan g ed g*5% of fines assumed to be washed down due to condensation in containment 63 VOGTLE FIBER TRANSPORT TO ONE RHR STRAINER, 1 TRAIN W/SPRAY*DebrisType SizeDGQuantity Transport Quantity Debris Type Size DG Quantity (ft 3)Transport Fraction Quantity (ft 3)NukonFines290.558%168.5 Small10011 48%4805 Small 1 , 001.1 48%480.5Large453.66%27.2Intact489.40%0.0Total2,234.7676.3LatentFines3.858%2.2Total2 ,238.5678.4
,* Preliminary values 64 VOGTLE PARTICULATE TRANSPORT TO ONE RHR STRAINER, 1 TRAIN W/SPRAY*Debris TypeSizeDG Quantity (lb m)TransportFractionQuantity(lb m)UnqualifiedEpoxyFines319.558%185.3Fine Chips968.70%0.0 Small Chips245.40%0.0LChi53420%00Large Chips534.20%0.0Curled Chips534.258%309.8 Total2,602.0495.2 UnqualifiedIOZFines25.058
,* Preliminary values 64 VOGTLE PARTICULATE TRANSPORT TO ONE RHR STRAINER, 1 TRAIN W/SPRAY*Debris TypeSizeDG Quantity (lb m)TransportFractionQuantity(lb m)UnqualifiedEpoxyFines319.558%185.3Fine Chips968.70%0.0 Small Chips245.40%0.0LChi5342 0%00 L arge Chi ps 534.2 0%0.0Curled Chips534.258%309.8 Total2,602.0495.2 Un qualifiedIOZFines25.058
%14.5q%Unqualified AlkydFines32.058%18.6 InteramFines182.958%106.1 Qualified EpoxyFines187.658%108.8Qualified IOZFines61.358%35.6 Latent dirt/dustFines51.058%29.6 RCSCrudFines23.058%13.3 Total316488216Total3,164.8821.665* Preliminary values HYPOTHETICAL TEST RESULTS WITH TRANSPORT CONSIDERATIONS 66 SUMMARYSUMMARY*Acomprehensivetestprogramisnecessaryto
%14.5 q%Unqualified AlkydFines32.058%18.6 InteramFines182.958%106.1 Qualified EpoxyFines187.658%108.8Qualified IOZFines61.358%35.6 Latent dirt/dustFines51.058%29.6 RCSCrudFines23.058%13.3 Total316488216 Total 3 , 164.8 821.6 65* Preliminary values HYPOTHETICAL TEST RESULTS WITH TRANSPORT CONSIDERATIONS 66  
 
==SUMMARY==
 
==SUMMARY==
*Acomprehensivetestprogramisnecessaryto
*A comprehensive test program is necessary to quantify head loss for thousands of break scenarios
*A comprehensive test program is necessary to quantify head loss for thousands of break scenarios
*The rule based a pproach is a more practical o ption ppppthan a full correlation or test for every break scenarioSimplificationsoffibertypeparticulatesurrogate
*The rule based a pp roach is a more practical o p tion ppppthan a full correlation or test for every break scenarioSimplificationsoffibertypeparticulatesurrogate
*Simplifications of fiber type, particulate surrogate
*Simplifications of fiber type , particulate surrogate , and water chemistry are necessary to develop a practical test matrix
, and water chemistry are necessary to develop a practical test matrix
*Small-scale testing may be utilized to gather a majority of the data 67 CHEMICAL EFFECTS BACKUP SLIDES 68 CHEMICAL EFFECTS TESTING OVERVIEW*30-Da y Inte g rated Tank Test w
*Small-scale testing may be utilized to gather a majority of the data 67 CHEMICAL EFFECTS BACKUP SLIDES68 CHEMICAL EFFECTS TESTING OVERVIEW*30-Day Integrated Tank Test w
/Debris Bed S y stem (T8)yg/y()*Vertical Column Head Loss System
/Debris Bed S ystem (T8)yg/y()*Vertical Column Head Loss System
*CHLE Corrosion Tank
*CHLE Corrosion Tank
*Prototypical Water Chemistry for VogtleDuring LOCAAdditionalChemicalEffectsTesting
*Prototypical Water Chemistry for VogtleDuring LOCAAdditionalChemicalEffectsTesting
*Additional Chemical Effects Testing*Bench Scale Tests
*Additional Chemical Effects Testing*Bench Scale Tests
*Prototypical Water Chemistry Tank Test w/o Debris Beds
*Prototypical Water Chemistry Tank Test w/o Debris Beds
*Forced Precipitation Tank Test w/Debris Beds 69 CHLETROUBLESHOOTINGAPPROACH CHLE TROUBLESHOOTING APPROACHModificationstoCHLETank&ColumnModifications to CHLE Tank & Column System1.Singleflowheaderforeach column1.Single flow header for each column2.Unified suction and discharge plumbing arrangement 3.Improved flow distribution sparger 4.Develop a new procedure for debris bed pppreparation and loading [CHLE-SNC-008] Stable head loss Rtblhdl(ill)Repeatable head loss (single column)Minimum variability Chemical detection 70 CHLE TANK AND COLUMN MODIFICATIONSUpperstainlessPolycarbonate sectionLower stainless steel sectionUpper stainless steel section V6CHLE System Before ModificationsColumn Head Loss Module C1C2C3FMSpray systemCHLE Tank C3V1C3-V2C3V3C3-V4C3-V5C3-V6C2V1C2-V2C2V3C2-V4C2-V5C2-V6To DrainC1-V1C1-V2C1V3C1-V4C1-V5C1-V6To DrainTo DrainV8CHLE System AfterC3-V1C3-V3C2-V1C2-V3C1-V1C1-V3V9V1V2V3V4V5V6V7V10V11V12To DrainV13After ModificationsV14(Sampling) 71 ALUMINUMCORRELATIONDATA:BESTFIT ALUMINUM CORRELATION DATA: BEST FIT40L)30ation (mg/
*Forced Precipitation Tank Test w/Debris Beds 69 CHLETROUBLESHOOTINGAPPROACH CHLE TROUBLESHOOTING APPROACHModificationstoCHLETank&ColumnModifications to CHLE Tank & Column System 1.Singleflowheaderforeach column 1.Single flow header for each column 2.Unified suction and discharge plumbing arrangement 3.Improved flow distribution sparger 4.Develo p a new procedure for debris bed p p preparation and loading [CHLE-SNC-008] Stable head loss Rtblhdl(ill)R epea t a bl e h ea d l oss (s i ng l e co l umn)Minimum variability Chemical detection 70 CHLE TANK AND COLUMN MODIFICATIONSUpperstainlessPolycarbonate sectionLower stainless steel sectionUpper stainless steel section V6CHLE System Before ModificationsColumn Head Loss Module C1C2C3 FMSpray systemCHLE Tank C 3 V 1C3-V2 C 3 V 3C3-V4C3-V5C3-V6 C 2 V 1 C2-V2 C 2 V 3 C2-V4C2-V5 C2-V6To Drain C 1-V 1 C1-V2 C 1 V 3C1-V4C1-V5C1-V6To DrainTo Drain V8CHLE System After C 3-V 1 C 3-V 3 C 2-V 1 C 2-V 3 C 1-V 1 C 1-V 3 V9V1V2 V3 V4 V5 V6 V7V10 V11V12To Drain V13 After ModificationsV14(Sampling) 71 ALUMINUMCORRELATIONDATA:BESTFIT ALUMINUM CORRELATION DATA: BEST FIT 40 L)30 a tion (mg/L 20 d concentr a 10 Predicte d 0010203040 Measured concentration (mg/L) 72 STRAINER HEADLOSS BACKUP SLIDES 73 INTRODUCTION INTRODUCTION
L20d concentr a10Predicted0010203040 Measured concentration (mg/L) 72 STRAINER HEADLOSS BACKUP SLIDES73 INTRODUCTION INTRODUCTION
*35YearsofHistoryandLessonsLearned
*35YearsofHistoryandLessonsLearned
*35 Years of History and Lessons Learned*USI A-43 (opened in 1979)
*35 Years of History and Lessons Learned*USI A-43 (opened in 1979)
Line 277: Line 265:
74 INTRODUCTION INTRODUCTION
74 INTRODUCTION INTRODUCTION
*35YearsofHistoryandLessonsLearnedCont
*35YearsofHistoryandLessonsLearnedCont
*35 Years of History and Lessons Learned, Cont.*GSI-191 and GL 2004-02
*35 Years of History and Lessons Learned , Cont.*GSI-191 and GL 2004-02
*Based on BWR concerns, GSI-191 was opened in 1996 to ddECCStiffPWR address ECCS strainer performance for PWRs*Chemical effects identified as an additional contributor to strainer head loss
*Based on BWR concerns, GSI-191 was opened in 1996 to ddECCStiffPWR a dd ress ECCS s t ra i ner per f ormance f or PWR s*Chemical effects identified as an additional contributor to strainer head loss
*PWRresearchandplantspecificevaluationsledtostrainer
*PWRresearchandplantspecificevaluationsledtostrainer
*PWR research and plant-specific evaluations led to strainer replacements at all U.S. PWRs
*PWR research and plant-specific evaluations led to strainer replacements at all U.S. PWRs
*Complexities in evaluations have delayed closure for most plantspas*NRC head loss guidance issued in March 2008 75 3MINTERAME
*Complexities in evaluations have delayed closure for most p l a nt spas*NRC head loss guidance issued in March 2008 75 3MINTERAME
-50SERIES3M INTERAM E-50 SERIES*MSDSandobservationsindicatethatitis30%fiber
-50SERIES 3M INTERAM E-50 SERIES*MSDSandobservationsindicatethatitis30%fiber
*MSDS and observations indicate that it is 30% fiber and 70% particulate
*MSDS and observations indicate that it is 30% fiber and 70% particulate
*Non-QA testin g with NEI fiber preparation protocol gpppindicates that it is more robust than Temp-Mat
*Non-QA testin g with NEI fiber p re p aration p rotocol gpppindicates that it is more robust than Temp-Mat
*11.7D ZOI can be justifiedTestingindicatesthat50%finesand50%small
*11.7D ZOI can be justifiedTestingindicatesthat50%finesand50%small
*Testing indicates that 50% fines and 50% small pieces would be conservative (i.e.. smaller than  
*Testing indicates that 50% fines and 50% small pieces would be conservative (i.e.. smaller than  


actual)*Transport metrics can be developed based on density and particle sizes, similar to other types of debrisdebris76}}
actual)*Transport metrics can be developed based on density and particle sizes, similar to other types of debris debris 76}}

Revision as of 03:34, 9 July 2018

Vogtle GSI-191 Program Chemical Effects Testing Strainer Headloss Testing NRC Public Meeting - November 6, 2014
ML15126A256
Person / Time
Site: Vogtle  Southern Nuclear icon.png
Issue date: 05/06/2015
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Southern Nuclear Operating Co
To:
Office of Nuclear Reactor Regulation
Martin R E
References
Download: ML15126A256 (76)


Text

VOGTLE GSI-191 PROGRAM CHEMICAL EFFECTS TESTING STRAINER HEADLOSS TESTING NRC PUBLIC MEETINGNOVEMBER 6, 2014 AGENDA AGENDA*Introductions

  • Introductions
  • Objectives for Meeting
    • Discussion of Integrated Chemical Effects Test Plans
    • Discussion of Strainer Head Loss Test Plans
  • Feedback on Documents Provided for Review Prior to Meeting Meeting*Staff Questions and Concerns*Presentation provides topic highlights only, more detailed informationiscontainedinotherdocumentsprovided information is contained in other documents provided.2 SNCATTENDEES SNC ATTENDEES*KenMcElroyLicensingManager
  • Ken McElroy -Licensing Manager*Ryan Joyce -Licensing
  • PhillipGrissom

-ProgramManagerGSI

-191 Phillip Grissom Program Manager GSI 191*Tim Littleton -Lead Engineer Vogtle Design

  • Franchelli Febo

-Vogtle Site Design

  • Owen Scott -Risk Informed Engineering 3

OBJECTIVESOFTHEMEETING OBJECTIVES OF THE MEETING*ProvideanoverviewofVogtleplansforfuture large*Provide an overview of Vogtle plans for future large scale chemical effects and strainer headloss testing, and receive any comments, concerns, or feedback from NRC staffReceiveanyNRCobservationsorfeedbackon

  • Receive any NRC observations or feedback on documents provided for review prior to this meeting 4

VOGTLEBACKGROUND VOGTLE BACKGROUNDVogtleDescription Vogtle Description

  • Westinghouse 4-Loop PWR, 99% NUKON Insulation
  • GEStackedDiskStrainersforECCSandContainmentSpray
  • TSPBuffer TSP Buffer Vogtle Status
  • Strainer Head Loss and In-vessel issues remain open
  • Previouschemicaleffectstestingprovidedverypromising
  • Previous chemical effects testing provided very promising results, but not accepted by NRC
  • Vogtle elected to follow Option 2B (risk-informed resolution) of SECY-12-0093

, as bein g p iloted b y STP,gpy 5 DOCUMENTS PROVIDED FOR REVIEW PRIOR TO MEETING

  • Strainer Headloss
  • SNCV083-PR-05, Rev 0, "Risk-Informed Head Loss Test Strategy", October 2014
  • ChemicalEffects
  • Chemical Effects*CHLE-SNC-001, Rev. 2, "Bench Test Results for Series 1000 Tests for Vogtle Electric Generating Plant", September 2013 C SC002"hlfSi3000*C HLE-S N C-00 7, Rev. 2 , "Benc h Test Resu l ts f or S er i es 3000 Tests for Vogtle Electric Generating Plant", January 2014
  • CHLE-SNC-008, Rev. 3, "Column Chemical Head Loss EitlPddAtCiti"Mh E xper i men t a l P roce dures an d A ccep t ance C r it er i a", M arc h 2014*CHLE-SNC-020, Rev 0, "Test Plan-Vogtle Risk Informed GSI-191CHLETtT6T7dT8"Otb2014 191 CHLE T es t T6 , T7 an d T8", O c t o b er 2014 6 INTEGRATED CHEMICAL EFFECTS TESTINGUNIVERSITY OF NEW MEXICO ENERCON ENERCONALION SCIENCE AND TECHNOLOGY 7

CHEMICAL EFFECTS TESTING OVERVIEW OVERVIEW*30-Day Integrated Tank Test w/Debris Bed System (T8)

  • Similar to STP Test T2, but with Vogtle Specifics
  • Prototypical Water Chemistry for Vogtle During LOCA
  • BasedonDoubleEndedGuillotineBreakofthe29"HotLeg Based on Double Ended Guillotine Break of the 29 Hot Leg Piping on Loop 4 of the RCS (Weld# 11201-004-6-RB)
  • Additional Chemical Effects Testing
  • Bench Scale Tests
  • Prototypical Water Chemistry Tank Test w/o Debris Beds (T6)
  • Forced Preci pitation Tank Test w/Debris Beds (T7)p ()8 30-DAYINTEGRATEDTANKTEST(T8)30-DAY INTEGRATED TANK TEST (T8)*Objective:

Objective:

  • Determine and characterize chemical precipitates generated during a simulated LOCA event
  • Investigate effects of potential chemical products on head lossGlfildbk*Generate test resu l ts for a s i mu l ate d b rea k case to compare with the chemical effects model
  • Based on Double Ended Guillotine Break of the 29" Hot Leg Pipin g on Loop 4 of the RCS (Weld# 11201-004-6-RB

)g()*Includes:*CHLE Corrosion tank

  • Prototypical Vogtle Water Chemistry
  • Corrosion and Ancillary Materials
  • Vertical Column System
  • Multi-Particulate Debris Beds 9

SUMMARY

OF PREVIOUS TESTING (STP)()T1T2T3T4T5 Corrosion-Al-Alscaffold

-AlGSZn-Alcoupons-Alscaffold Corrosion materials-Al scaffolding

-Fiberglass

-Al scaffold-Fiberglass

-GS, Zn coupons-Concrete-Al , GS , Zn coupons

-Fiberglass

-Concrete-Al coupons-Fiberglass

-Al scaffold-Fiberglass

-GS, Zn coupons-Concrete-Concrete-ConcreteAvgVel(ft/s)0.010.010.010.010.01pH7.227.327.227.227.25 Temperature profileMB-LOCALB-LOCA Non-Prototypical Non-Prototypical LB-LOCATesting Per.30-day30-day10-day10-day10-dayBed prep.NEINEIBlend & NEIBlend & NEIBlender 10

SUMMARY

OF PROPOSED TESTING (SNC)()T6T7T8 Corrosion materials-Al, GS, Cu, CS-Fiberglass Concrete-Al, GS coupons

-Fiberglass Concrete-Al, GS, Cu, CS-

Fiberglass Concrete-Concrete-MAP, Interam, Dirt

-Epoxy,IOZ

-Concrete-IOZ-Concrete-MAP, Interam, Dirt-Epoxy,IOZ Velocity (ft/s)001300130013 Velocity (ft/s)0.013 0.013 0.013TargetpH7.27.27.2 Temperature filModified LB-LOCANon-PrototypicalModified LB-LOCA pro fil eTesting period30-day10-day30-day Bed t ypeNoneMulti-ConstituentMulti-Constituent ypParticulateParticulate 11 TEMPERATUREPROFILE:T8 TEMPERATURE PROFILE: T8 12 TEMPERATUREPROFILE:T8 TEMPERATURE PROFILE: T8*T6/T8 Temperature Profile (initial hour)

  • Best Estimate case is below 185°F within ~10 min
  • T6/T8 materials are immediately submerged and exposed to sprays
  • Nocredittakenforthetimetoactivatespraysandfillthesump 13*No credit taken for the time to activate sprays and fill the sump*No credit taken for thermal lag of materials in containment CHEMICAL EFFECTS TESTING OVERVIEW 30DayIntegratedTankTestw/DebrisBed
  • 30-Day Integrated Tank Test w/Debris Bed System (T8)VerticalColumnHeadLoss System*Vertical Column Head Loss System*CHLE Corrosion Tank
  • Protot yp ical Water C hemistr y for Vo gtleDurin g L OC AypCy ggOC*Additional Chemical Effects Testing
  • Bench Scale Tests
  • Prototypical Water Chemistry Tank Test w/o Debris Beds
  • Forced Precipitation Tank Test w/Debris Beds 14 CHLE -VERTICAL HEAD LOSS TESTING TESTING UNMTesting FacilityUNM Testing Facility Previous Testing (NEI and Blender Beds)HeadLossResultsHead Loss Results*Debris Beds with Acrylic Particulates oHeadloss-Repeatability o Head loss Repeatability oHead loss -Stability & variability oBed sensitivity, Hysteresis & detectabilityDbiBdithEPtilt*D e b r i s B e d s w ith E poxy P ar ti cu l a t es 15 CHLE UNM Testing Facility CHLE UNM Testing Facility 16 CHLEVERTICALHEADLOSSMODULES CHLE VERTICAL HEAD LOSS MODULES 17 CHLEPREVIOUSTESTING CHLE PREVIOUS TESTINGNEI -Beds CHLE 01040 mg/L of WCAP CHLE-010Blender Bed6 mg/L of WCAP CHLE Results: Repeatability 60 T e s t 1 (P a v = 5.7 1 H 2 O")Test #1, 2, and 3 -Paint/Fiber (40/20) 50 (a v 2)T e s t 2 (P a v = 5.6 9 H 2 O")T e s t 3 (P a v = 5.9 7 H 2 O")3 0 40 A p p r o a c h V e l o c i t y (f r o m 0.0 5 t o 0.0 1 3 f t/s)s , P (H 2 O")20 3 0 Head Los s Acrylic PtiltSEM 10P a v = 5.7 9 (H 2 O")P ar ti cu l a t e SEM 0 0 2 4 6 8 10 12 14 16 18Time (hr)19 CHLEResults: Stability and VariabilityTest #3 -Paint/Fiber (40/20) -Long term test 10 C o l u m n#1 600.10 A p p r o a c h V e l o c i t yTest #1, 2, and 3 -Paint/Fiber (40/20) 8 9 C o l u m n#1 C o l u m n #2 C o l u m n #3+ 5%")4 0 500.08 A p p r o a c h V e l o c i t y H e a d L o s s 2 O")6 7- 5%P a v=7.6 9 ss, P (H 2 O" 30 4 00.06 A p p r o a c h V e l o c i t y (f r o m 0.0 4 9 5 t o 0.0 1 3 f t/s)d Loss, P (H 2 After Adding Latent Debris/Dirt 4 5- 7%+ 7%P a v=4.4 8 9 Head Lo 10 20 0.0 20.04P a v = 5.9 8 (H 2 O") - A f t e r 5 d a y sP a v = 5.9 7 (H 2 O") - A f t e r 1 1 h r s Hea dBefore Addin g 2 3 0 5 1 0 1 5 2 0 0 0 1 2 3 4 5Time (Day) gLatent Debris/Dirt 0 5 0 5 0Time (hr)20 CHLEResults: Sensitivity, Hysteresis &

Chemical Detectability Chemical Detectability 70.020P a v= 6.1 2 4P a v= 6.8 5 9P=5.9 8 (H O")20 O O H O O H O O H P O 4)2 P O 4)2 P O 4)2 Head Loss 5 6 0 0 1 6P=4 5 9P a v= 5.2 9 7P a v 5.9 8 (H 2 O)O")(ft/s)14 16 1 8 8" B a t c h 3- A l B a t c h 2- A l O B a t c h 1- A l O B a t c h 3- C a 3 (P B a t c h 2- C a 3 (P B a t c h 1- C a 3 (P O")3 4 0.0 1 6 A V = 0.0 1 3 A V = 0.0 1 4P a v= 3.2 9P a v= 3.9 4 2P a v= 4.5 9oss, P (H 2 ch Velocity (8 10 12P = 1 5.7 8P = 1 5.2 7"P = 1 4.6"P = 1 4.5 2"P = 1 3.1 5" 6" C o n v = 5.1 2" Loss, P (H 2 O Appro ach 2 30.012 A V 0 0 1 0 A V = 0.0 1 1 A V = 0.0 1 2 A V = 0.0 1 3 f t/sHead LApproa c 4 6 8 0 0 8 6 f t/sP = 1 0.5P C Head ach Velocit y 0 1 0 2 4 6 8 1 0 1 20.008 A V = 0.0 0 9 A V = 0.0 1 0 0 2 0 10 20 30 40 50 60 70 80 90100110 0.0 8 6 f t/sTime (hr)Time (Day) 21 0 0 5 1 4CHLE -Results: Detectability with Epoxy 0.0 5 1 2 1 40.60.8 1.0 0 4%Criteria (%)Medium -Thick Beds with Epoxy0.04 1 2ity (ft/s)

H 2 O")00.20.4 0 5 0 1 0 0 1 5 0 2 0 0 0.4%Stability C SEM IOZ0.03 10 roach Veloc ead Loss (H 0 5 0 1 0 0 1 5 0 2 0 0Time (hr)Fiber = 20 gE36)2 SEM -IOZSEM -Epoxy0.02 8 A V 0 0 1 2 8 f t/App r H e Epoxy = 36 gIOZ = 2 g Latent Debris/Dirt = 2 g AlOOH AlOOH Ca 3 (PO 4)0.01 0 2 5 5 0 7 5 1 0 0 1 2 5 1 5 0 1 7 5 2 0 0 2 2 5 6 A V =0.0 1 2 8 f t/sTime (hr)22 CHEMICAL EFFECTS TESTING OVERVIEW*30-DayIntegratedTankTestw/DebrisBedSystem(T8) 30 Day Integrated Tank Test w/Debris Bed System (T8)*Vertical Column Head Loss System

  • CHLE Corrosion Tank
  • Prototypical Water Chemistry for Vogtle During LOCA
  • Additional Chemical Effects Testing
  • Bench Scale Tests
  • PrototypicalWaterChemistryTankTestw/oDebrisBeds
  • Prototypical Water Chemistry Tank Test w/o Debris Beds*Forced Precipitation Tank Test w/Debris Beds 23 PROTOTYPICAL CHEMICALS: CHLE TANKChemical TypeVogtleQuantity (mM)CHLETank Quantity (g)Significance H 3 BO 3221.415546Initial Pool ChemistryLiOH0.05041.372HCl2.3999Radiolysis Generated Chemicals HNO 30.08736.2TSP5.832582 Containment Buffering Agent 24 CHEMICALADDITIONPROTOCOLS CHEMICAL ADDITION PROTOCOLS*InitialPoolChemistry
  • Initial Pool Chemistry*Boric Acid
  • Lithium Hydroxide ([Li]=0.35 mg/L)
  • TSP metered in continuously during first two hours of test to desired final concentrationRadiolysisgeneratedmaterialsaddedthroughout
  • Radiolysis generated materials added throughout test*Batch addition at 1, 2, 5, 10, 24 hours2.777778e-4 days <br />0.00667 hours <br />3.968254e-5 weeks <br />9.132e-6 months <br /> initially
  • Continued additions periodically thereafter 25 PROTOTYPICAL MATERIALS:

CHLE TANK (1 OF 2)MaterialTypeVogtle Quantity 300 gal CHLE Material TypeVogtle QuantityTest Quantity*Aluminum (submerged)54 ft 2 0.026 ft 2 (3.7 in 2)Aluminum(exposedtospray)4,003ft 21.91ft 2 Aluminum (exposed to spray)4,003 ft 1.91 ftGalvanized Steel (submerged)19,144 ft 2 9.13 ft 2Galvanized Steel (exposed to

)191,234ft 291.2ft 2 spray)191,234 ft 91.2 ftCopper (submerged)149.8 ft 2 0.0715 ft 2 (10.3 in 2)Fire Extin g uisher Dr y Chemical gy-Monoammoniumphosphate (MAP)357 lb m 0.170 lb m (77.2 g)InteramŽ E-54C (submer g ed)4.448 ft 3 2.12 x10-3 ft 3 (3.67 in 3)(g)()26 PROTOTYPICAL MATERIALS: CHLETANK(2OF2)

CHLE TANK (2 OF 2)MaterialTypeVogtle Quantity 300 gal CHLE Material TypeVogtle QuantityTest Quantity*Carbon Steel (submerged)548.0 ft 2 0.261 ft 2 (37.6 in 2)CarbonSteel(exposedto 2 2 2 Carbon Steel (exposed to spray)367.5 ft 2 0.175 ft 2 (25.2 in 2)Concrete (submerged)2,092 ft 2 0.998 ft 2 (144 in 2)IOZCoatingsZincFiller IOZ Coatings Zinc Filler (submerged) 50 lb m 0.024 lb m(11 g)Epoxy Coatings (submerged)2,785 lb m 1.33 lb m (603 g)Latent Dirt/Dust (submerged)51 lb m 0.024 lb m(11 g)Fiberglass (submerged)2,552 ft 3 1.218 ft 3 27 MATERIALADDITIONPROTOCOLS MATERIAL ADDITION PROTOCOLS*Submergedmetalcoupons

  • Submerged metal coupons*Arranged in a submergible rack system within tank
  • Unsubmerged metal couponsiiiii*Secured i nd i v idually to a rack system w i th i n tan k*Loose materials
  • Concrete affixed to a submer ged cou p on rac k gp*Interam, MAP, latent dirt/dust, fiberglass and IOZ* will be loosely packed in wire mesh 'bags' submerged front of one of the tank headers
    • Total inventory of IOZ may be added to the vertical columns instead of to the tank if it is determined to be too fine to contain in a mesh bag 28 COUPONRACKS COUPON RACKS 29 MATERIALBAGS MATERIAL BAGS 30 PROTOTYPICAL MATERIALS: DEBRIS BEDSMaterial Type 300 gal CHLETestQuantity
  • Quantity per Column (g)Test Quantity (g)IOZ Coatings Zinc Filler 0.014 lb m(6.4 g)2.13Epoxy Coatings0.236 lb m (107.2 g)35.74*DebrisBedMaterialsareloadedintocolumnsLatent Dirt/Dust0.014 lb m(6.4 g)2.13Fiberglass0.055 ft 3 (60 g)20 Debris Bed Materials are loaded into columns before connection to tank solution with

loaded tank materials

  • Connection between tank and column system occurs once beds reach criteria for tbilit s t a bilit y 31 CHEMICAL EFFECTS TESTING OVERVIEW*30-DayIntegratedTankTestw/DebrisBedSystem 30 Day Integrated Tank Test w/Debris Bed System*Vertical Column Head Loss System
  • CHLE Corrosion Tank
  • Prototypical Water Chemistry for VogtleDuring LOCA
  • AdditionalChemicalEffectsTesting Additional Chemical Effects Testing*Bench Scale Tests
  • Protot yp ical Water Chemistr y Tank Test w

/o Debris Bedsypy/*Forced Precipitation Tank Test w/Debris Beds 32 BENCHSCALETESTS:ALUMINUM BENCH SCALE TESTS: ALUMINUM*Objectives Objectives

  • Time-Averaged Corrosion due to Variations in pH, Temperature, Phht(TSP)Ph osp h a t e (TSP)*Corrosion and release rates over a rangeoftemperatureandpHvalues range of temperature and pH values*Comparison with WCAP correlation for Al
  • Effects on Al Corrosion due to Other Corrosion Materials Present During LOCA*ZincCopper Iron Chlorine Zinc , Copper , Iron , Chlorine 33 BENCHSCALERESULTS:ALUMINUM BENCH SCALE RESULTS: ALUMINUM*Time-averagedcorrosionratereached Time averaged corrosion rate reached maximum within 5 hour5.787037e-5 days <br />0.00139 hours <br />8.267196e-6 weeks <br />1.9025e-6 months <br />sPitiflid ithi*P ass i va ti on o f a l um i num occurre d w ithi n 24 hours2.777778e-4 days <br />0.00667 hours <br />3.968254e-5 weeks <br />9.132e-6 months <br /> (stabilized rate of release)
  • Direct correlation between corrosion rate and higher temperature/pH values (next two figures) 34 BENCHSCALERESULTS:ALUMINUM BENCH SCALE RESULTS: ALUMINUM 12 8 10 o n (mg/L)6 8 c oncentrati o 2 4 Aluminum c 0020406080100120 Time (hr)Series110085degrCSeries150070degrCSeries160055degrC 35Series 1100 , 85degrCSeries 1500 , 70degrCSeries 1600 , 55degrC BENCHSCALERESULTS:ALUMINUM BENCH SCALE RESULTS: ALUMINUM 40 30 35 o n (mg/L)20 25 c oncentrati o 5 10 15 A luminum c 0 5020406080100120 A Time (hr)Si1400H784Si1100H734Si1300H684 36 S er i es 1400 , p H 7.84 S er i es 1100 , p H 7.34 S er i es 1300 , p H 6.84 BENCHSCALERESULTS:ALUMINUM BENCH SCALE RESULTS: ALUMINUM*Presenceofzincinhibitsthecorrosion
  • Presenceofcopperchlorideandiron
  • Presence of copper , chloride and iron ions have little appreciable effect on corrosionofaluminum corrosion of aluminum*24-hour release of aluminum is reducedbyafactorof2

-3compared reduced by a factor of 2 3 compared to the WCAP-16530 equations by including passivation in the TSP it env i ronmen t 37 CHEMICAL EFFECTS TESTING OVERVIEW*30-DayIntegratedTankTestw/DebrisBedSystem 30 Day Integrated Tank Test w/Debris Bed System*Vertical Column Head Loss System

  • CHLE Corrosion Tank
  • Prototypical Water Chemistry for VogtleDuring LOCA
  • AdditionalChemicalEffectsTesting Additional Chemical Effects Testing*Bench Scale Tests
  • Protot yp ical Water Chemistr y Tank ypyTest w/o Debris Beds (T6)
  • Forced Precipitation Tank Test w/Debris Beds 38 ADDITIONALCETANKTESTS ADDITIONAL CE TANK TESTS*30 Day RecirculatoryTankTest (T6)*30-Day Recirculatory Tank Test (T6)*Objective:

iifff*Invest i gate i solated e ffects o f water chemistry on plant materials during a LOCA LOCA*No vertical column system or debris beds

  • Prototypical VogtleWater Chemistry
  • Temperature Profile Identical to T8 39 CHEMICAL EFFECTS TESTING OVERVIEW*30-Da y Inte g rated Tank Test w

/Debris Bed S y stemyg/y*Vertical Column Head Loss System

  • CHLE Corrosion Tank
  • PrototypicalWaterChemistryfor VogtleDuringLOCA
  • Prototypical Water Chemistry for Vogtle During LOCA*Additional Chemical Effects Testing
  • Bench Scale Tests
  • Prototypical Water Chemistry Tank Test w/o Debris BedsFdPiittiTkTt
  • F orce d P rec i p it a ti on T an k T es t w/Debris Beds (T7) 40 ADDITIONALCETANKTESTS ADDITIONAL CE TANK TESTS*10-Day Integrated Tank Test (T7)
  • Objective:
  • Investigate material corrosion and any resulting ffthdldfdiitti e ff ec t s on h ea d l oss un d er f orce d prec i p it a ti on conditions using Vogtle quantities for boron, TSP, concrete, galvanized steel, and zinc
  • Corrosion Tank
  • Vertical Column Head Loss System
  • Excess aluminum submerged in CHLE Tank (parallel to T3 test for STP)
  • DifferentTemperatureProfilethanT6/T8
  • Different Temperature Profile than T6/T8 41 TEMPERATUREPROFILE:T7 TEMPERATURE PROFILE: T7 42 NEXTSTEPS NEXT STEPS-*VerticalColumnHeadLoss
  • Vertical Column Head Loss*Explore effects of chemical surrogates on measured head loss for various fiber/particulate ratios (thin, medium, and thick debris beds)TkTt*T an k T es t s*Perform T6, T7, T8 tests
  • BenchScaleTests
  • Bench Scale Tests*Zinc*Calcium*Calcium 43 REFERENCES REFERENCES
  • CHLE SNC001(BenchTests:Aluminum)
  • CHLE-SNC-020 (Test Plan for T6, T7 & T8) 44 STRAINER HEAD LOSS TEST PLAN 45 RISK-INFORMED CONVENTIONAL HEAD LOSS TEST STRATEGY
  • EnerconServicesInc
  • Enercon Services , Inc. *Tim Sande*Kip Walker
  • Alden Research Laboratory
  • Ludwig Haber 46 HEADLOSSMODEL HEAD LOSS MODEL*Whyisaheadlossmodelnecessary?

Why is a head loss model necessary?

  • Thousands of break scenarios
  • Each with unique conditions (break flow rate, sump water level, debris loads, etc.)*Parameters that chan g e with time g*It is not practical to conduct a head loss test for every scenario
  • Approaches for developing a risk-informed head loss model
  • Correlation approach has some advantages, but very difficult to implement implement*Rule-based approach is focused on prototypical conditions for a given plant, which makes it more practical
  • Hybrid approach uses rule-based head loss data to create an em p irical correlation p*An overall head loss test strategy is presented which includes some Vogtle-specific implementation information. Other plants are evaluating and may use all or parts of this strategy.

47 HYPOTHETICALTESTRESULTS HYPOTHETICAL TEST RESULTS 48= particulate/fiber ratio PRACTICALCONSIDERATIONS PRACTICAL CONSIDERATIONS

  • "Conservatisms "requiredtolimittestscope
  • Conservatisms required to limit test scope*Reduce all particulate types to one bounding surrogate
  • Reduce all fiber types to one bounding surrogate
  • Reduce all water chemistries to one bounding chemistry
  • Notes:*Surrogatepropertiesincludethedebristypesize
  • Surrogate properties include the debris type , size distribution, density, etc.
  • Bounding refers to a parameter value that maximizes head losswithintherangeofplantspecificconditions loss within the range of plant-specific conditions
  • Test details will be fully developed in a plant-specific test plan 49 PRACTICALCONSIDERATIONS PRACTICAL CONSIDERATIONS
  • Definitionoftestinglimitsbasedonplant specific*Definition of testing limits based on plant-specific conditions
  • Maximum fiber quantity
  • Maximum particulate quantity
  • Maximum particulate to fiber ratio (max )*Useofsmall

-scaletesting

  • Use of small-scale testing *If a small-scale version of the prototype strainer can be shown to provide the same head loss results as a large-scale strainertestprogramwillutilizesmallscaleheadlossvalues strainer , test program will utilize small-scale head loss values to build model
  • Reduced cost and schedule would allow more data to be gathered gathered 50 OVERVIEWOFTESTPROGRAM OVERVIEW OF TEST PROGRAM*TestSeries Test Series*Large-scale test with thin-bed protocol
  • Large-scale test with full-load protocol
  • Validation of small-scale testing
  • Small-scale sensitivity tests
  • Small-scale tests with full-load protocol
  • Need to determine minimum fiber and maximum particulatequantity(iemaximum)requiredto particulate quantity (i.e., maximum ) required to generate "significant" conventional debris head loss
  • Significant head loss subjectively defined as 1.5 ft
  • Vogtle'sNPSHmarginrangesfrom10 fttoover40 ft ,Vogtles NPSH margin ranges from 10 ft to over 40 ft , depending on pool temperature and containment pressure
  • Head loss below 1.5 ftis not likely to cause failures under most circumstances even if future chemical effects testing results in significantheadloss significant head loss 51 LARGE-SCALE TEST WITH THIN-BED PROTOCOL*Purpose Purpose*Identify minimum fiber load required to develop "significant" conventional head loss (maximum )*Obtain prototypical head loss data for use in validating the small-scale strainer*Measure bounding strainer head loss for thin-bed conditions
  • Test Protocol
  • Use buffered and borated water at 120 °F
  • Perform flow swee p to measure clean strainer head loss p*Add prototypical mixture of particulate debris (max quantities)
  • Batch in prototypical mixture of fiber debris (one type at Vogtle) in small increments (1/32 ndinch equivalent bed thickness)
  • Measure stable head loss and perform flow sweep between each batch
  • Continue adding fiber until a head loss of 1.5 ftis observed
  • Perform temperature sweep
  • Batch in chemical precipitates (quantity and form to be determined by separate analysis/testing) 52 LARGE-SCALE TEST WITH FULL-LOAD PROTOCOL*Purpose Purpose*Identify fiber quantity required to fill the interstitial volume
  • Obtain prototypical head loss data for use in validating the small-scale strainer*Measure boundin g strainer head loss for full-load conditions g*Test Protocol
  • Use buffered and borated water at 120 °F
  • Perform flow sweep to measure clean strainer head loss
  • Utilizevaluecorrespondingtoboundingfiberdebrisquantitywithsame Utilize value corresponding to bounding fiber debris quantity with same particulate load used for large-scale thin-bed test
  • Batch in prototypical mixture of fiber and particulate debris maintaining the desired value for each batch
  • Measure stable head loss and perform flow sweep between each batch
  • Repeat batches and flow sweeps until full fiber and particulate load has been added
  • Perform temperature sweep
  • Batch in chemical precipitates (quantity and form to be determined by separateanalysis/testing) separate analysis/testing) 53 VALIDATION OF SMALL-SCALE TESTING*Designsmallscalestrainerusingprovenscaling
  • Design small-scale strainer using proven scaling techniques
  • Test small-scale strainer under conditions similar to large-scale testing (both thin-bed and full-load protocols)Adjuststrainerortankdesignasnecessaryto
  • Adjust strainer or tank design as necessary to appropriately match large-scale test results
  • Note: If small-scale testin g cannot be validated due g to competing scaling factors, the remaining tests could be performed using the large-scale strainer 54 SMALL-SCALESENSITIVITYTESTS SMALL-SCALE SENSITIVITY TESTS*Purpose*Purpose*Reduce all particulate types to a single bounding surrogate
  • Reduce all fiber types to a single bounding surrogate (Vogtle only has one fiber type)
  • Reduce range of prototypical water chemistries to a single bounding chemistry
  • Tests will be run with a variety of representative parameters to identify the parameters for use in remaining tests
  • Gather data for head loss caused b y various t yp es of y ypchemical surrogates 55 SMALL-SCALE TESTS WITH FULL-LOAD PROTOCOL*Purposeofthesetestsaretogatherdatanecessary
  • Purpose of these tests are to gather data necessary to build the head loss model
  • Test Protocol will be similar to lar g e-scale, full-load gtest except that the small-scale tests will be conducted using the bounding surrogates for fiber, particulateandwaterchemistry particulate , and water chemistry*Perform series of tests (e.g., 9 tests) at different values with equivalent fiber batch sizes for each test 56 RULE-BASEDIMPLEMENTATION RULE-BASED IMPLEMENTATION 57 OPTIONSFORIMPLEMENTATION OPTIONS FOR IMPLEMENTATION
  • Selectheadlossvalueforboundingfiberquantity
  • Select head loss value for bounding fiber quantity and value*Inter polate between two fiber values and use p bounding value*Interpolate between all four points 58 VOGTLEDEBRISGENERATION VOGTLE DEBRIS GENERATION
  • Debrisquantitiesvarysignificantly Debris quantities vary significantly for different weld locations and

break sizes

  • Max Fiber (11201-004-6-RB, Hot legatbaseofSG) leg at base of SG)*Nukon: 2,235 ft 3*Latent fiber: 4 ft 3*Total: 2,239 ft 3MaxParticulate(11201 008 4 RB*Max Particulate (11201-008-4-RB , Crossover leg)
  • Interam: 183 lb m*Qualified epoxy: 188 lb m*Qualified IOZ: 61 lb m*Unqualified epoxy: 2,602 lb m*Unqualified IOZ: 25 lb m*Unqualified alkyd: 32 lb m*RCS Crud: 23 lb m*Latent dirt/dust: 51 lb m*Total: 3,165 lb m 59 VOGTLEDEBRISTRANSPORT VOGTLE DEBRIS TRANSPORT*Debristransportvariessignificantlydependingon
  • Debris transport varies significantly depending on several parameters
  • Break location (compartment)
  • Debris size distribution
  • Number of pumps/trains in operation
  • F a il ure ti me f or unqua lifi e d coa ti ngs*ECCS/CSS pump flow rates
  • Recirculation pool water level 60 VOGTLE FIBER TRANSPORT FRACTIONS TO ONE RHR STRAINER*

Debris Size1Trainw/2Trainw/1Train2Train Debris Type Size 1 Train w/ Spray 2 Train w/ Spray 1 Train w/out Spray 2 Train w/out Spray N u k onFin es 58%2 9%2 3%12%uo es 58%9%3%%Small48%24%5%2%Large6%3%7%4%Itt 0%0%0%0%I n t ac t 0%0%0%0%LatentFines58%29%28%14%* Preliminary values 61 VOGTLE PARTICULATE TRANSPORT FRACTIONS TO ONE RHR STRAINER*Debris TypeSize1 Train w/

Spray2 Train w/

Spray1 Train w/out Spray2 Train w/out Spray Spray Spray Spray SprayUnqualifiedEpoxyFines58%29%44%22%Fine Chips0%0%0%0%

Small Chips0%0%0%0%Large Chips0%0%0%0%

Curled Chips58%29%5%7%UnqualifiedIOZFines58%29%12%6%UlifidAlkd Fi 58%29%100%50%U nqua lifi e d Alk y d Fi nes 58%29%100%50%InteramFines58%29%23%12%

Qualified EpoxyFines58%29%23%12%QualifiedIOZ Fines 58%29%23%12%Qualified IOZ Fines 58%29%23%12%Latent dirt/dustFines58%29%28%14%

RCSCrudFines58%29%23%12%* Preliminary values 62 DEBRIS TRANSPORT W/O CONTAINMENT SPRAYS

  • Blowdowntransportfractionsarenotchanged
  • Blowdown transport fractions are not changed*Distribution of debris prior to recirculation remains unchan g ed g*5% of fines assumed to be washed down due to condensation in containment 63 VOGTLE FIBER TRANSPORT TO ONE RHR STRAINER, 1 TRAIN W/SPRAY*DebrisType SizeDGQuantity Transport Quantity Debris Type Size DG Quantity (ft 3)Transport Fraction Quantity (ft 3)NukonFines290.558%168.5 Small10011 48%4805 Small 1 , 001.1 48%480.5Large453.66%27.2Intact489.40%0.0Total2,234.7676.3LatentFines3.858%2.2Total2 ,238.5678.4

,* Preliminary values 64 VOGTLE PARTICULATE TRANSPORT TO ONE RHR STRAINER, 1 TRAIN W/SPRAY*Debris TypeSizeDG Quantity (lb m)TransportFractionQuantity(lb m)UnqualifiedEpoxyFines319.558%185.3Fine Chips968.70%0.0 Small Chips245.40%0.0LChi5342 0%00 L arge Chi ps 534.2 0%0.0Curled Chips534.258%309.8 Total2,602.0495.2 Un qualifiedIOZFines25.058

%14.5 q%Unqualified AlkydFines32.058%18.6 InteramFines182.958%106.1 Qualified EpoxyFines187.658%108.8Qualified IOZFines61.358%35.6 Latent dirt/dustFines51.058%29.6 RCSCrudFines23.058%13.3 Total316488216 Total 3 , 164.8 821.6 65* Preliminary values HYPOTHETICAL TEST RESULTS WITH TRANSPORT CONSIDERATIONS 66

SUMMARY

SUMMARY

  • Acomprehensivetestprogramisnecessaryto
  • A comprehensive test program is necessary to quantify head loss for thousands of break scenarios
  • The rule based a pp roach is a more practical o p tion ppppthan a full correlation or test for every break scenarioSimplificationsoffibertypeparticulatesurrogate
  • Simplifications of fiber type , particulate surrogate , and water chemistry are necessary to develop a practical test matrix
  • Small-scale testing may be utilized to gather a majority of the data 67 CHEMICAL EFFECTS BACKUP SLIDES 68 CHEMICAL EFFECTS TESTING OVERVIEW*30-Da y Inte g rated Tank Test w

/Debris Bed S y stem (T8)yg/y()*Vertical Column Head Loss System

  • CHLE Corrosion Tank
  • Prototypical Water Chemistry for VogtleDuring LOCAAdditionalChemicalEffectsTesting
  • Additional Chemical Effects Testing*Bench Scale Tests
  • Prototypical Water Chemistry Tank Test w/o Debris Beds
  • Forced Precipitation Tank Test w/Debris Beds 69 CHLETROUBLESHOOTINGAPPROACH CHLE TROUBLESHOOTING APPROACHModificationstoCHLETank&ColumnModifications to CHLE Tank & Column System 1.Singleflowheaderforeach column 1.Single flow header for each column 2.Unified suction and discharge plumbing arrangement 3.Improved flow distribution sparger 4.Develo p a new procedure for debris bed p p preparation and loading [CHLE-SNC-008] Stable head loss Rtblhdl(ill)R epea t a bl e h ea d l oss (s i ng l e co l umn)Minimum variability Chemical detection 70 CHLE TANK AND COLUMN MODIFICATIONSUpperstainlessPolycarbonate sectionLower stainless steel sectionUpper stainless steel section V6CHLE System Before ModificationsColumn Head Loss Module C1C2C3 FMSpray systemCHLE Tank C 3 V 1C3-V2 C 3 V 3C3-V4C3-V5C3-V6 C 2 V 1 C2-V2 C 2 V 3 C2-V4C2-V5 C2-V6To Drain C 1-V 1 C1-V2 C 1 V 3C1-V4C1-V5C1-V6To DrainTo Drain V8CHLE System After C 3-V 1 C 3-V 3 C 2-V 1 C 2-V 3 C 1-V 1 C 1-V 3 V9V1V2 V3 V4 V5 V6 V7V10 V11V12To Drain V13 After ModificationsV14(Sampling) 71 ALUMINUMCORRELATIONDATA:BESTFIT ALUMINUM CORRELATION DATA: BEST FIT 40 L)30 a tion (mg/L 20 d concentr a 10 Predicte d 0010203040 Measured concentration (mg/L) 72 STRAINER HEADLOSS BACKUP SLIDES 73 INTRODUCTION INTRODUCTION
  • 35YearsofHistoryandLessonsLearned
  • 35 Years of History and Lessons Learned*USI A-43 (opened in 1979)
  • Head loss testing/correlations for fiber and RMI (no particulate)
  • Resolved without major plant modifications
  • Bulletins 93-02 and 96-03
  • Incident at Barsebckin 1992 and similar events at Perry and Limerick showed that mixtures of fiber and particulate can cause higher head loss than previously evaluated
  • BWR research and plant-specific evaluations led to strainer replacementsatallUSBWRs replacements at all U.S. BWRs*Issue resolved in early 2000s.

74 INTRODUCTION INTRODUCTION

  • 35YearsofHistoryandLessonsLearnedCont
  • 35 Years of History and Lessons Learned , Cont.*GSI-191 and GL 2004-02
  • Based on BWR concerns, GSI-191 was opened in 1996 to ddECCStiffPWR a dd ress ECCS s t ra i ner per f ormance f or PWR s*Chemical effects identified as an additional contributor to strainer head loss
  • PWRresearchandplantspecificevaluationsledtostrainer
  • PWR research and plant-specific evaluations led to strainer replacements at all U.S. PWRs
  • Complexities in evaluations have delayed closure for most p l a nt spas*NRC head loss guidance issued in March 2008 75 3MINTERAME

-50SERIES 3M INTERAM E-50 SERIES*MSDSandobservationsindicatethatitis30%fiber

  • MSDS and observations indicate that it is 30% fiber and 70% particulate
  • Non-QA testin g with NEI fiber p re p aration p rotocol gpppindicates that it is more robust than Temp-Mat
  • 11.7D ZOI can be justifiedTestingindicatesthat50%finesand50%small
  • Testing indicates that 50% fines and 50% small pieces would be conservative (i.e.. smaller than

actual)*Transport metrics can be developed based on density and particle sizes, similar to other types of debris debris 76