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| author name =  
| author name =  
| author affiliation = Exelon Nuclear
| author affiliation = Exelon Nuclear
| addressee name = Bamford P J
| addressee name = Bamford P
| addressee affiliation = NRC/NRR/DORL/LPLI-2
| addressee affiliation = NRC/NRR/DORL/LPLI-2
| docket = 05000289
| docket = 05000289
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{{#Wiki_filter:Three Mile Island, Unit 1Summary of Tube-to-Tube  
{{#Wiki_filter:Three Mile Island, Unit 1 Summary of Tube-to-Tube Wear Identified During T1R19 (Fall 2011)
January 26, 2012 NRC Headquarters


Wear Identified During
Introduction                                                2 Introductions and Opening Remarks Bill Carsky, TMI-1 Site Engineering Director
* Greg Ciraula, TMI-1 Engineering Programs Manager
* Mark Torborg, TMI-1 Steam Generator (SG) Program Engineer
* Steve Queen, Director Corporate Engineering Programs
* Jay Smith, Corporate SG Program Manager
* Wendi Croft, Senior Licensing Engineer


T1R19 (Fall 2011)
Purpose                                          3 9 Provide information on tube-to-tube (T-T) wear
January 26, 2012 NRC Headquarters 2 IntroductionIntroductions and Opening RemarksBill Carsky, TMI-1 Site Engineering Director*Greg Ciraula, TMI-1 Engineering Programs Manager*Mark Torborg, TMI-1 Steam Generator (SG) Program Engineer*SteveQueen,DirectorCorporateEngineeringPrograms Steve Queen, Director Corporate Engineering Programs*Jay Smith, Corpor ate SG Program Manager*Wendi Croft, Senior Licensing Engineer 3 PurposeProvide information on tube-to-tube (T-T) wear*Inspection results*How the indications were identified
* Inspection results
*Reporting Criteria
* How the indications were identified
*Primary and secondary analysisHotheindicationseresied
* Reporting Criteria
*Ho w the indications w ere si z ed*Basis for sizing techniques
* Primary and secondary analysis
*Future planned actions 4 BackgroundTMI-1 installed AREVA, Enhanced Once Through Steam Generators (EOTSGs) during T1R18*Operated January 2010 -October 2011General design features of EOTSGs*15,597 tubes per EOTSG*Full depth hydraulic expansions in tubesheets
* Ho the indications were How                    ere si sized ed
*15 stainless steel tube support plates (TSP)
* Basis for sizing techniques
Trefoil broached holes, 1.18" thick Numbered 01S (bottom) -15S (top) 15S TSP has 1470 drill holes in peripheral tubesSibtTSPif35"464"S pac i ng b e tween TSPs var i es f rom 35" -46.4"Aspirating ports are in 10 th span *Nominal gap between tubes is 0.25"First inservice inspection performed in October 2011*24-month fuel cycles*1.72 effective full power years (EFPY) on EOTSGs
* Future planned actions
*Maintained hot conditions throughout operating cycle 5 T1R19 Inspection Overview100% full length bobbin coil inspections in each EOTSGX-Probe inspections of peripheral tubes (two tubes deep) in each EOTSG (Evaluated 1 st span for loose parts)Tube damage mechanisms found in each EOTSG Tb ttbtlt(TTSP)(td)*T u b e-t o-t u b e suppor t p l a t e wear (T-TSP) (expec t e d)*Tube-to-tube wear (T-T) (not expected)No evidence of tie rod bowing No tie rod to tube c ontact or proximity 6 EOTSG A, T-T Wear Map 7 EOTSG B, T-T Wear Map 8 T1R19 T-T Wear IdentificationReported as absolute drift indications (ADIs) during bobbin coil inspection with most indications located:*In mid-span*In the 9 th span*In a radial pattern 30" -45"
 
*In adjacent tubes (two or three)Performed X-Probe and +Point on ADI signals*Verified indications in adjacent tubes face each other *Symmetrically tapered to maximum depth in center
Background                                                            4 9 TMI-1 installed AREVA, Enhanced Once Through Steam Generators (EOTSGs) during T1R18
*In ad jacent tubes the indications are at same elevation and are same len g th/de p thjgp*Length and depth have a correlation that is consistent with wear*Good correlation of phase angles and voltages between channelsAnalysts, Exelon Engineering, and AREVA Engineering consensus is that these indications are T-T wear*Notified Steam Generator Management Program (SGMP) per the requirements of Nuclear Energy Institute (NEI) 97-06 *Notified NRC 9Process for Screening T-T WearIndications reported as ADIs Industry standard is to use I-Codes to identify (possible) flaw signals where no qualified sizing technique exists and supplemental testing is required.
* Operated January 2010 - October 2011 9 General design features of EOTSGs
* 15,597 tubes per EOTSG
* Full depth hydraulic expansions in tubesheets
* 15 stainless steel tube support plates (TSP)
Trefoil broached holes, 1.18 thick Numbered 01S (bottom) - 15S (top) 15S TSP has 1470 drill holes in peripheral tubes S
Spacing i b between t      TSP TSPs varies i from f   35 - 46.4 46 4 Aspirating ports are in 10 span th
* Nominal gap between tubes is 0.25 9 First inservice inspection performed in October 2011
* 24-month fuel cycles
* 1.72 effective full power years (EFPY) on EOTSGs
* Maintained hot conditions throughout operating cycle
 
T1R19 Inspection Overview                                  5 9 100% full length bobbin coil inspections in each EOTSG 9 X-Probe inspections of peripheral tubes (two tubes deep) in each EOTSG (Evaluated 1st span for loose parts) 9 Tube damage mechanisms found in each EOTSG
* T Tube-to-tube b t t b supportt plate l t wear (T-TSP)
(T TSP) (expected)
(    t d)
* Tube-to-tube wear (T-T) (not expected) 9 No evidence of tie rod bowing 9 No tie rod to tube contact or proximity
 
EOTSG A, T-T Wear Map 6 EOTSG B, T-T Wear Map 7 T1R19 T-T Wear Identification                                                            8 9 Reported as absolute drift indications (ADIs) during bobbin coil inspection with most indications located:
* In mid-span
* In the 9th span
* In a radial pattern 30 - 45
* In adjacent tubes (two or three) 9 Performed X-Probe and +Point on ADI signals
* Verified indications in adjacent tubes face each other
* Symmetrically tapered to maximum depth in center
* In adjacent j      tubes the indications are at same elevation and are same length/depth g     p
* Length and depth have a correlation that is consistent with wear
* Good correlation of phase angles and voltages between channels 9 Analysts, Exelon Engineering, and AREVA Engineering consensus is that these indications are T-T wear
* Notified Steam Generator Management Program (SGMP) per the requirements of Nuclear Energy Institute (NEI) 97-06
* Notified NRC
 
Process for Screening T-T Wear                                          9 9 Indications reported as ADIs Industry standard is to use I-Codes to identify (possible) flaw signals where no qualified sizing technique exists and supplemental testing is required.
Exelon guidelines require analysts to report all indications of suspected tube wall degradation.
Exelon guidelines require analysts to report all indications of suspected tube wall degradation.
*PrimaryAnalysis(manual)
* Primary Analysis (manual) 0.5 volts & 90º channel 6 or %TW >0 on channels 4 & 6
Primary Analysis (manual)0.5 volts & 90º channel 6 or%TW >0 on channels 4 & 6 *Secondary Analysis (auto) 0.5 volts & 30º -95º on channel 6
* Secondary Analysis (auto) 0.5 volts & 30º - 95º on channel 6
%TW >0 on channels 4 & 6 and  0.16 volts on channel 6 0.25 volts & 60º -120º on channel 6 10 Example TMI-1 T-T Wear Bobbin Data 11 Example TMI-1 T-T Wear Bobbin Data 12Example TMI-1 MBM Screened as ADI 13Summary of ADI Indications (T-T Wear) ADI Indications  0.5 volt*"A" -9 Tubes Primary = 9, Secondary = 7, Both = 7*"B" -19 Tubes Primary = 19, Secondary = 18, Both = 18All ADIs including review for paired tubes
        %TW >0 on channels 4 & 6 and  0.16 volts on channel 6 0.25 volts & 60º - 120º on channel 6
*"A"74TubeswithADIs(008162volts)*A -74 Tubes with ADIs (0.08 -1.62 volts)Primary = 20, Secondary = 34, Both = 13oEither Primary or Secondary = 41o74 of 74 confirmed by +Point or X-Probe *"B" -202* Tubes with ADIs (0.07 -1.25 volts)
 
Primary = 145, Secondary = 95, Both = 71oEither Primary or Secondary = 169o*183 of 202 confirmed by X-Probe 14Process for Screening T-T Wear Per Exelon & SGMP PWR Steam Generator Examinations Guidelines, I-Code indications are "Category III: Supplemental Test Required"*Prior to T1R19, +Point and X-Probe identified as probes to be used for supplemental examinations X-Pr obe qua lifi ed f o r s izin g T-T S P w ea r (EPRI ET SS 11 956.3)obequaedosgSea(SS9563)
Example TMI-1 T-T Wear Bobbin Data 10 Example TMI-1 T-T Wear Bobbin Data 11 Example TMI-1 MBM Screened as ADI 12 Summary of ADI Indications (T-T Wear)                   13 9 ADI Indications  0.5 volt
+Point qualified for sizing T-TSP wear (EPRI ETSS 96910.1)
* A - 9 Tubes Primary = 9, Secondary = 7, Both = 7
+Point qualified for sizing various shapes of wear (EPRI ETSS 27901 -27907)oEPRI ETSS 27905.3 "Flat Wear" was determined to be the correct technique for T-T wear in EOTSGs 15 Example TMI-1 T-T Wear +Point DataNOTE: Graphic shows partial indication 16 Example TMI-1 T-T Wear X-Probe Data 17 Example Depth Profiles in Paired TubesT-T Wear Depth ProfilesEOTSG A , Tubes R26-T36 AND R26-T37 12 14 16 18 20 22%TW)R26 - T36R26 - T37 0 2 4 6 8 10 12131415161718192021222324AXIAL LOCATION ABOVE TSP 08S (INCHES)DEPTH (%
* B - 19 Tubes Primary = 19, Secondary = 18, Both = 18 9 All ADIs including review for paired tubes
18T-T Wear Length-Depth CorrelationEOTSG A/B T-T WEAR LENGTH/DEPTH CORRELATIONy = -0.0098x 2 + 0.509x + 1.8162 5 6 7 8 9 NCHES)0 1 2 3 40510152025DEPTH (%TW)LENGTH (I N 19 Site Qualified Sizi ng Technique for T-T WearX-Probe T-T wear sizing technique developed in cooperation with EPRI*Used two of the same samples used to develop ETSS 27905.3 (+Point Flat Wear)*Developed "Power" trend line/regression curve using methodology used for other EPRI X-Probe techniques ETSS 11956.1  
* A A - 74 Tubes with ADIs (0.08(0 08 - 1.62 1 62 volts)
-11956.4, Broached TSP Wea r*"Power" trend line/regression scatter plot based on multiple examinations of 16 wear scars Wear scars ranged from 8% -60% TW*Analysis of standards performed by multiple analysts from three different vendor organizations*Accuracy validated through comparison of +Point and X-Probe results for EOTSG A 20 Graphic of Flat Wear Standard X-Probe 21 Graphic of Flat Wear Standard +Point 22 X-Probe Calibration CurveX-Probe Amplitude - Depth Calibration Curvey = 13.151x0.613 R 2= 0.991 40 50 60 70%TW 0 10 20 3002468101214Amplitude (Voltage Vmx)MET %
Primary = 20, Secondary = 34, Both = 13 o Either Primary or Secondary = 41 o 74 of 74 confirmed by +Point or X-Probe
23 X-Probe Calibration Curve ValidationX-Probe 300 kHz Axial 40 50 60 70 iable (%TW)Sy.x = 2.09N = 32y = 0.9603x + 1.4017 R 2 = 0.9831r= 0.9915 0 10 20 30010203040506070NDE %TWStructural Var i
* B - 202* Tubes with ADIs (0.07 - 1.25 volts)
24 Comparison of +Point and X-ProbeEOTSG AX-Probe vs. +Point - %TW Correlation 20 25 30%TW)y = 0.9832x + 0.3458 R 2 = 0.932N = 41 0 5 10 15051015202530+Point (%TW)X-Probe (%
Primary = 145, Secondary = 95, Both = 71 o Either Primary or Secondary = 169 o *183 of 202 confirmed by X-Probe
25 T1R19 T-T Wear SummaryA total of 257 tubes were identified with T-T wear*EOTSG A: 89 indications in 74 tubes*EOTSG B: 206 indications in 183 tubesWear depths range from 1% to 21% through wall (TW)Wear axial lengths range from 2" to 8" No proximity or t ube contact detectedTbititldditidiitht
 
*T u bes are i n t ens i on a t co ld con ditions an d i n compress i on a t h o t conditionsSizing performed by +Point Technique 27905.3 and a site qualified X-Probe Technique*Good correlation between Bobbin, +Point, and X-Probe techniquesAll tubes met condition monitori ng limits and in-situ pressure testing was not required 26 T-T Wear Depth Distribution 0 5 10 15 20 25 30No. INDICATION SEOTSG A 012345678910111213141516171819202122DEPTH (%TW) 0 5 10 15 20 25 30 35 40 4512345678910111213141516171819202122DEPTH (%TW)No. INDICATION SEOTSG B 27 T1R19 T-T Wear SummaryEOTSG AEOTSG BTotal number of In-Service Tubes1559715597Number of T-T Wear Indications89206Number of Tubes T-T Wear74183 Average Depth of T-T Wear5.8%7.4%Maximum Depth of T-T Wear21%19%Number of T-T Wear Indications >40% TW00 Average Growth Rate T-T Wear3.4%/EFPY4.3%/EFPY
Process for Screening T-T Wear                                           14 9 Per Exelon & SGMP PWR Steam Generator Examinations Guidelines, I-Code indications are Category III: Supplemental Test Required
* Prior to T1R19, +Point and X-Probe identified as probes to be used for supplemental examinations X-Probe obe qua qualified ed for o ssizingg T-TSP S wear ea ((EPRI ETSS SS 11956.3) 956 3)
        +Point qualified for sizing T-TSP wear (EPRI ETSS 96910.1)
        +Point qualified for sizing various shapes of wear (EPRI ETSS 27901 - 27907) o EPRI ETSS 27905.3 Flat Wear was determined to be the correct technique for T-T wear in EOTSGs
 
Example TMI-1 T-T Wear +Point Data              15 NOTE: Graphic shows partial indication
 
Example TMI-1 T-T Wear X-Probe Data 16 Example Depth Profiles in Paired Tubes                                                                    17 T-T Wear Depth Profiles EOTSG A , Tubes R26-T36 AND R26-T37 22 20 18 R26 - T36 R26 - T37 16 14 DEPTH (%
        %TW) 12 10 8
6 4
2 0
13  14   15  16   17        18         19          20   21  22   23          24 AXIAL LOCATION ABOVE TSP 08S (INCHES)
 
T-T Wear Length-Depth Correlation                                                                    18 EOTSG A/B T-T WEAR LENGTH/DEPTH CORRELATION 9
8 7
LENGTH (IN NCHES) 6 y = -0.0098x2 + 0.509x + 1.8162 5
4 3
2 1
0 0   5          10                15                20                  25 DEPTH (%TW)
 
Site Qualified Sizing Technique for T-T Wear                          19 9 X-Probe T-T wear sizing technique developed in cooperation with EPRI
* Used two of the same samples used to develop ETSS 27905.3
(+Point Flat Wear)
* Developed Power trend line/regression curve using methodology used for other EPRI X-Probe techniques ETSS 11956.1 - 11956.4, Broached TSP Wear
* Power trend line/regression scatter plot based on multiple examinations of 16 wear scars Wear scars ranged from 8% - 60% TW
* Analysis of standards performed by multiple analysts from three different vendor organizations
* Accuracy validated through comparison of +Point and X-Probe results for EOTSG A
 
Graphic of Flat Wear Standard X-Probe 20 Graphic of Flat Wear Standard +Point 21 X-Probe Calibration Curve                                                                22 X-Probe Amplitude - Depth Calibration Curve 70 60 50                                                              0.613 y = 13.151x MET %
    %TW 40                                                      2 R = 0.991 30 20 10 0
0     2      4        6          8    10           12          14 Amplitude (Voltage Vmx)
 
X-Probe Calibration Curve Validation                                                                      23 X-Probe 300 kHz Axial Sy.x = 2.09 70 N = 32 60 Structural Variiable (%TW) 50 40 30                                            y = 0.9603x + 1.4017 2
R = 0.9831 20 r= 0.9915 10 0
0      10       20     30        40      50        60        70 NDE %TW
 
Comparison of +Point and X-Probe                                                                  24 EOTSG A X-Probe vs. +Point - %TW Correlation 30 25 20 X-Probe (%
            %TW) 15 y = 0.9832x + 0.3458 2
R = 0.932 10                                                        N = 41 5
0 5       10             15            20            25          30
                                            +Point (% TW)
 
T1R19 T-T Wear Summary                                                  25 9 A total of 257 tubes were identified with T-T wear
* EOTSG A: 89 indications in 74 tubes
* EOTSG B: 206 indications in 183 tubes 9 Wear depths range from 1% to 21% through wall (TW) 9 Wear axial lengths range from 2 to 8 9 No proximity or tube contact detected
* TTubes b are in i tension t   i att cold ld conditions diti    and d iin compression i att h hott conditions 9 Sizing performed by +Point Technique 27905.3 and a site qualified X-Probe Technique
* Good correlation between Bobbin, +Point, and X-Probe techniques 9 All tubes met condition monitoring limits and in-situ pressure testing was not required
 
T-T Wear Depth Distribution                                                                                                                                                                                 26 30 25 EOTSG A                                                                                  20 No. INDICATIONS 15 10 5
0 1    2    3    4    5   6    7    8  9  10   11  12  13  14  15   16  17  18  19  20   21  22 DEPTH (%TW) 45 40 35 30 EOTSG B No. INDICATIONS 25 20 15 10 5
0 1  2  3  4  5   6  7  8  9  10   11  12  13  14                15   16  17  18  19  20   21  22 DEPTH (%TW)
 
T1R19 T-T Wear Summary                                        27 EOTSG A    EOTSG B Total number of In-Service Tubes          15597      15597 Number of T-T Wear Indications              89        206 Number of Tubes T-T Wear                    74        183 Average Depth of T-T Wear                  5.8%       7.4%
Maximum Depth of T-T Wear                  21%         19%
Number of T-T Wear Indications >40% TW      0          0 Average Growth Rate T-T Wear          3.4%/EFPY  4.3%/EFPY 95 th Percentile Growth Rate T-T Wear  9.3%/EFPY   7.6%/EFPY Maximum Growth Rate T-T Wear          12.2%/EFPY 11.1%/EFPY Number of Tubes Plugged for T-T Wear        4          3
 
Condition Monitoring Summary for T-T Wear                  28 9 Condition Monitoring Satisfied
* Utilized maximum depth and bounding length of 39 for 3 X normal operating pressure differential conditions (3P)
* Substantial margin against accident leakage and structural limits
* Large break loss of coolant accident (LBLOCA) loading conditions evaluated and satisfied Assumed 180 degree circumferential extent of wear


95 thPercentile Growth Rate  T-T Wear9.3%/EFPY7.6%/EFPYMaximum Growth Rate  T-T Wear12.2%/EFPY11.1%/EFPYNumber of Tubes Plugged for T-T Wear43 28Condition Monitoring Su mmary for T-T Wear Condition Monitoring Satisfied*Utilized maximum depth and bounding length of 39" for 3 X normal operating pressure differential conditions
Condition Monitoring Assessment for T-T Wear                                                                                                    29 CM Results for Tube-to-Tube Wear for Both Array Coil and +Point Sizing 100 CM Limit for X-probe sizing 90 SGA X-probe Depths SGB X-probe Depths 80                                                              CM Limit for +Point Sizing SGA +Point Depths Structural Depth in Percen nt Throughwall 70 60 Conservatively 50 Assumed Wear Scar Length was entire span 40 between TSPs (39")
Actual lengths < 9" 30 20 10 0
0  5  10        15        20            25        30  35              40            45 Structural Length in Inches


(3P)*Substantial margin against accident leakage and structural limits*Large break loss of coolant accident (LBLOCA) loading conditions evaluated and satisfied Assumed 180 degree circumferential extent of wear 29Condition Monitoring Assessment for T-T Wear CM Results for Tube-to-Tube Wear for Both Array Coil and +Point Sizing 60 70 80 90 100 nt ThroughwallCM Limit for X-probe sizingSGA X-probe DepthsSGB X-probe DepthsCM Limit for +Point SizingSGA +Point Depths 0 10 20 30 40 50051015202530354045Structural Length in InchesStructural Depth in Perce nConservatively Assumed Wear Scar Length was entire span between TSPs (39")
Operational Assessment for T-T Wear                       30 9 Mixed arithmetic/Monte Carlo method utilized
Actual lengths < 9" 30 Operational Assessment for T-T Wear  Mixed arithmetic/Monte Carlo method utilized*Cycle length 1.927 EFPY*Addressed indications siz ed with +Point and X-Probe separately*End of cycle (EOC) length conservatively assumed 39"
* Cycle length 1.927 EFPY
*Usedmaximumgrowthoverpreviouscycle
* Addressed indications sized with +Point and X-Probe separately
*Used maximum growth over previous cycleConservative relative to ANO experienceSignificant margin to leakage and burst at EOC*Margin ~17% for worst case flaw at EOCLBLOCA evaluation also demonstrates significant margin 31 Planned Future Actions Update Site Specific Performance Demonstration (SSPD) training to include T-T wearConvert TMI-1, X-Probe site qualification to EPRI "Appendix H, Qualified Technique"Provide raw data to EPRI Perform 100% eddy current examinations during T1R20 (Fall 2013)Support AREVA root cause analysisImplement appropriate actions based on the results of the root cause 32TMI-1 Tube-to-Tube Wear Conclusions T-T wear was identified during the first inservice inspection of the TMI-1 EOTSGsAll T-T wear indications meet Condition Monitoring and Operational Assessment
* End of cycle (EOC) length conservatively assumed 39
* Used maximum growth over previous cycle Conservative relative to ANO experience 9 Significant margin to leakage and burst at EOC
* Margin ~17% for worst case flaw at EOC 9 LBLOCA evaluation also demonstrates significant margin


performance criteria T-T wear does not impact inspection interval
Planned Future Actions                              31 9 Update Site Specific Performance Demonstration (SSPD) training to include T-T wear 9 Convert TMI-1, X-Probe site qualification to EPRI Appendix H, Qualified Technique 9 Provide raw data to EPRI 9 Perform 100% eddy current examinations during T1R20 (Fall 2013) 9 Support AREVA root cause analysis 9 Implement appropriate actions based on the results of the root cause


length for Cycle 19}}
TMI-1 Tube-to-Tube Wear Conclusions                  32 9 T-T wear was identified during the first inservice inspection of the TMI-1 EOTSGs 9 All T-T wear indications meet Condition Monitoring and Operational Assessment performance criteria 9 T-T wear does not impact inspection interval length for Cycle 19}}

Latest revision as of 09:21, 12 November 2019

Licensee Slides for 1/26/12 Meeting Three Mile Island, Unit 1 - Summary of Tube to Tube Wear Identified During T1R19 (Fall 2011)
ML120250105
Person / Time
Site: Three Mile Island Constellation icon.png
Issue date: 01/25/2012
From:
Exelon Nuclear
To: Peter Bamford
Plant Licensing Branch 1
Bamford, Peter J., NRR/DORL 415-2833
Shared Package
ML120250090 List:
References
T1R19
Download: ML120250105 (32)


Text

Three Mile Island, Unit 1 Summary of Tube-to-Tube Wear Identified During T1R19 (Fall 2011)

January 26, 2012 NRC Headquarters

Introduction 2 Introductions and Opening Remarks Bill Carsky, TMI-1 Site Engineering Director

  • Greg Ciraula, TMI-1 Engineering Programs Manager
  • Steve Queen, Director Corporate Engineering Programs
  • Jay Smith, Corporate SG Program Manager
  • Wendi Croft, Senior Licensing Engineer

Purpose 3 9 Provide information on tube-to-tube (T-T) wear

  • Inspection results
  • How the indications were identified
  • Reporting Criteria
  • Primary and secondary analysis
  • Ho the indications were How ere si sized ed
  • Basis for sizing techniques
  • Future planned actions

Background 4 9 TMI-1 installed AREVA, Enhanced Once Through Steam Generators (EOTSGs) during T1R18

  • Operated January 2010 - October 2011 9 General design features of EOTSGs
  • 15,597 tubes per EOTSG
  • Full depth hydraulic expansions in tubesheets
  • 15 stainless steel tube support plates (TSP)

Trefoil broached holes, 1.18 thick Numbered 01S (bottom) - 15S (top) 15S TSP has 1470 drill holes in peripheral tubes S

Spacing i b between t TSP TSPs varies i from f 35 - 46.4 46 4 Aspirating ports are in 10 span th

  • Nominal gap between tubes is 0.25 9 First inservice inspection performed in October 2011
  • 24-month fuel cycles
  • 1.72 effective full power years (EFPY) on EOTSGs
  • Maintained hot conditions throughout operating cycle

T1R19 Inspection Overview 5 9 100% full length bobbin coil inspections in each EOTSG 9 X-Probe inspections of peripheral tubes (two tubes deep) in each EOTSG (Evaluated 1st span for loose parts) 9 Tube damage mechanisms found in each EOTSG

  • T Tube-to-tube b t t b supportt plate l t wear (T-TSP)

(T TSP) (expected)

( t d)

  • Tube-to-tube wear (T-T) (not expected) 9 No evidence of tie rod bowing 9 No tie rod to tube contact or proximity

EOTSG A, T-T Wear Map 6 EOTSG B, T-T Wear Map 7 T1R19 T-T Wear Identification 8 9 Reported as absolute drift indications (ADIs) during bobbin coil inspection with most indications located:

  • In mid-span
  • In the 9th span
  • In a radial pattern 30 - 45
  • In adjacent tubes (two or three) 9 Performed X-Probe and +Point on ADI signals
  • Verified indications in adjacent tubes face each other
  • Symmetrically tapered to maximum depth in center
  • In adjacent j tubes the indications are at same elevation and are same length/depth g p
  • Length and depth have a correlation that is consistent with wear
  • Good correlation of phase angles and voltages between channels 9 Analysts, Exelon Engineering, and AREVA Engineering consensus is that these indications are T-T wear
  • Notified NRC

Process for Screening T-T Wear 9 9 Indications reported as ADIs Industry standard is to use I-Codes to identify (possible) flaw signals where no qualified sizing technique exists and supplemental testing is required.

Exelon guidelines require analysts to report all indications of suspected tube wall degradation.

  • Primary Analysis (manual) 0.5 volts & 90º channel 6 or %TW >0 on channels 4 & 6
  • Secondary Analysis (auto) 0.5 volts & 30º - 95º on channel 6

%TW >0 on channels 4 & 6 and 0.16 volts on channel 6 0.25 volts & 60º - 120º on channel 6

Example TMI-1 T-T Wear Bobbin Data 10 Example TMI-1 T-T Wear Bobbin Data 11 Example TMI-1 MBM Screened as ADI 12 Summary of ADI Indications (T-T Wear) 13 9 ADI Indications 0.5 volt

  • A - 9 Tubes Primary = 9, Secondary = 7, Both = 7
  • B - 19 Tubes Primary = 19, Secondary = 18, Both = 18 9 All ADIs including review for paired tubes
  • A A - 74 Tubes with ADIs (0.08(0 08 - 1.62 1 62 volts)

Primary = 20, Secondary = 34, Both = 13 o Either Primary or Secondary = 41 o 74 of 74 confirmed by +Point or X-Probe

  • B - 202* Tubes with ADIs (0.07 - 1.25 volts)

Primary = 145, Secondary = 95, Both = 71 o Either Primary or Secondary = 169 o *183 of 202 confirmed by X-Probe

Process for Screening T-T Wear 14 9 Per Exelon & SGMP PWR Steam Generator Examinations Guidelines, I-Code indications are Category III: Supplemental Test Required

  • Prior to T1R19, +Point and X-Probe identified as probes to be used for supplemental examinations X-Probe obe qua qualified ed for o ssizingg T-TSP S wear ea ((EPRI ETSS SS 11956.3) 956 3)

+Point qualified for sizing T-TSP wear (EPRI ETSS 96910.1)

+Point qualified for sizing various shapes of wear (EPRI ETSS 27901 - 27907) o EPRI ETSS 27905.3 Flat Wear was determined to be the correct technique for T-T wear in EOTSGs

Example TMI-1 T-T Wear +Point Data 15 NOTE: Graphic shows partial indication

Example TMI-1 T-T Wear X-Probe Data 16 Example Depth Profiles in Paired Tubes 17 T-T Wear Depth Profiles EOTSG A , Tubes R26-T36 AND R26-T37 22 20 18 R26 - T36 R26 - T37 16 14 DEPTH (%

%TW) 12 10 8

6 4

2 0

13 14 15 16 17 18 19 20 21 22 23 24 AXIAL LOCATION ABOVE TSP 08S (INCHES)

T-T Wear Length-Depth Correlation 18 EOTSG A/B T-T WEAR LENGTH/DEPTH CORRELATION 9

8 7

LENGTH (IN NCHES) 6 y = -0.0098x2 + 0.509x + 1.8162 5

4 3

2 1

0 0 5 10 15 20 25 DEPTH (%TW)

Site Qualified Sizing Technique for T-T Wear 19 9 X-Probe T-T wear sizing technique developed in cooperation with EPRI

  • Used two of the same samples used to develop ETSS 27905.3

(+Point Flat Wear)

  • Developed Power trend line/regression curve using methodology used for other EPRI X-Probe techniques ETSS 11956.1 - 11956.4, Broached TSP Wear
  • Power trend line/regression scatter plot based on multiple examinations of 16 wear scars Wear scars ranged from 8% - 60% TW
  • Analysis of standards performed by multiple analysts from three different vendor organizations
  • Accuracy validated through comparison of +Point and X-Probe results for EOTSG A

Graphic of Flat Wear Standard X-Probe 20 Graphic of Flat Wear Standard +Point 21 X-Probe Calibration Curve 22 X-Probe Amplitude - Depth Calibration Curve 70 60 50 0.613 y = 13.151x MET %

%TW 40 2 R = 0.991 30 20 10 0

0 2 4 6 8 10 12 14 Amplitude (Voltage Vmx)

X-Probe Calibration Curve Validation 23 X-Probe 300 kHz Axial Sy.x = 2.09 70 N = 32 60 Structural Variiable (%TW) 50 40 30 y = 0.9603x + 1.4017 2

R = 0.9831 20 r= 0.9915 10 0

0 10 20 30 40 50 60 70 NDE %TW

Comparison of +Point and X-Probe 24 EOTSG A X-Probe vs. +Point - %TW Correlation 30 25 20 X-Probe (%

%TW) 15 y = 0.9832x + 0.3458 2

R = 0.932 10 N = 41 5

0 0 5 10 15 20 25 30

+Point (% TW)

T1R19 T-T Wear Summary 25 9 A total of 257 tubes were identified with T-T wear

  • EOTSG A: 89 indications in 74 tubes
  • EOTSG B: 206 indications in 183 tubes 9 Wear depths range from 1% to 21% through wall (TW) 9 Wear axial lengths range from 2 to 8 9 No proximity or tube contact detected
  • TTubes b are in i tension t i att cold ld conditions diti and d iin compression i att h hott conditions 9 Sizing performed by +Point Technique 27905.3 and a site qualified X-Probe Technique
  • Good correlation between Bobbin, +Point, and X-Probe techniques 9 All tubes met condition monitoring limits and in-situ pressure testing was not required

T-T Wear Depth Distribution 26 30 25 EOTSG A 20 No. INDICATIONS 15 10 5

0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 DEPTH (%TW) 45 40 35 30 EOTSG B No. INDICATIONS 25 20 15 10 5

0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 DEPTH (%TW)

T1R19 T-T Wear Summary 27 EOTSG A EOTSG B Total number of In-Service Tubes 15597 15597 Number of T-T Wear Indications 89 206 Number of Tubes T-T Wear 74 183 Average Depth of T-T Wear 5.8% 7.4%

Maximum Depth of T-T Wear 21% 19%

Number of T-T Wear Indications >40% TW 0 0 Average Growth Rate T-T Wear 3.4%/EFPY 4.3%/EFPY 95 th Percentile Growth Rate T-T Wear 9.3%/EFPY 7.6%/EFPY Maximum Growth Rate T-T Wear 12.2%/EFPY 11.1%/EFPY Number of Tubes Plugged for T-T Wear 4 3

Condition Monitoring Summary for T-T Wear 28 9 Condition Monitoring Satisfied

  • Utilized maximum depth and bounding length of 39 for 3 X normal operating pressure differential conditions (3P)
  • Substantial margin against accident leakage and structural limits
  • Large break loss of coolant accident (LBLOCA) loading conditions evaluated and satisfied Assumed 180 degree circumferential extent of wear

Condition Monitoring Assessment for T-T Wear 29 CM Results for Tube-to-Tube Wear for Both Array Coil and +Point Sizing 100 CM Limit for X-probe sizing 90 SGA X-probe Depths SGB X-probe Depths 80 CM Limit for +Point Sizing SGA +Point Depths Structural Depth in Percen nt Throughwall 70 60 Conservatively 50 Assumed Wear Scar Length was entire span 40 between TSPs (39")

Actual lengths < 9" 30 20 10 0

0 5 10 15 20 25 30 35 40 45 Structural Length in Inches

Operational Assessment for T-T Wear 30 9 Mixed arithmetic/Monte Carlo method utilized

  • Cycle length 1.927 EFPY
  • Addressed indications sized with +Point and X-Probe separately
  • End of cycle (EOC) length conservatively assumed 39
  • Used maximum growth over previous cycle Conservative relative to ANO experience 9 Significant margin to leakage and burst at EOC
  • Margin ~17% for worst case flaw at EOC 9 LBLOCA evaluation also demonstrates significant margin

Planned Future Actions 31 9 Update Site Specific Performance Demonstration (SSPD) training to include T-T wear 9 Convert TMI-1, X-Probe site qualification to EPRI Appendix H, Qualified Technique 9 Provide raw data to EPRI 9 Perform 100% eddy current examinations during T1R20 (Fall 2013) 9 Support AREVA root cause analysis 9 Implement appropriate actions based on the results of the root cause

TMI-1 Tube-to-Tube Wear Conclusions 32 9 T-T wear was identified during the first inservice inspection of the TMI-1 EOTSGs 9 All T-T wear indications meet Condition Monitoring and Operational Assessment performance criteria 9 T-T wear does not impact inspection interval length for Cycle 19