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{{#Wiki_filter:VOGTLE GSI-191 PROGRAM CHEMICAL EFFECTS TESTING STRAINER HEADLOSS | {{#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 | *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 | ||
- | -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 | *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 | , 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 | *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" | *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 | 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" | *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 | *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 | *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, | -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)() | -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) | -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 | *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 | ||
* | *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 | *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 | *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 | *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) | 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. | )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) | 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 | *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 | *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 | ** 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 | *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 | *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 | ||
* | *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 | ||
*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 | *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: | |||
*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 | -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 | ||
* | *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* | *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* | 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- | *Temperature Profile Identical to T8 39 CHEMICAL EFFECTS TESTING OVERVIEW*30-Da y Inte g rated Tank Test w | ||
/Debris Bed S | /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 | *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 | ||
* | *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 | *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/ | *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* | *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* | *Bench Scale Tests*Zinc*Calcium*Calcium 43 REFERENCES REFERENCES | ||
* | *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 | |||
*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 | *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 | 47 HYPOTHETICALTESTRESULTS HYPOTHETICAL TEST RESULTS 48= particulate/fiber ratio PRACTICALCONSIDERATIONS PRACTICAL CONSIDERATIONS | ||
47 HYPOTHETICALTESTRESULTS HYPOTHETICAL TEST | |||
*"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 | *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 | *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 | *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 | *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* | *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 | *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 | *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 | *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* | *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 | *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 | *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 | ||
* | *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* | ||
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 | 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 | 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 | 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 | *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. | ,* 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. | %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 | *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 | /Debris Bed S y stem (T8)yg/y()*Vertical Column Head Loss System | ||
/Debris Bed S | |||
*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 | *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 | *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 | *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 | *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 | *MSDS and observations indicate that it is 30% fiber and 70% particulate | ||
*Non-QA testin g with NEI fiber | *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 | 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
ML15126A256 | |
Person / Time | |
---|---|
Site: | Vogtle |
Issue date: | 05/06/2015 |
From: | 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
- ~ 6 ft3 of Interam fire barrier
- GEStackedDiskStrainersforECCSandContainmentSpray
- 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 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
- 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-001 (Bench Tests: Aluminum)*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
- 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
- Whethercontainmentspraysareactivated Whether containment sprays are activated*Location of unqualified coatings
- Time when containment sprays are securedFiltiflifidti
- 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