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Category:GENERAL EXTERNAL TECHNICAL REPORTS
MONTHYEARML20205K6141999-04-30030 April 1999 Non-proprietary Version of Rev 2 to Holtec Rept HI-971843, Licensing Rept for Reclassification of Discharge in Millstone Unit 3 Spent Fuel Pool ML20206T3991999-03-31031 March 1999 First Quarter 1999 Performance Rept, Dtd May 1999 ML20205E2361999-03-31031 March 1999 Mnps,Units 1,2 & 3 Decommissioning Funding Status Rept ML20204K1031999-03-19019 March 1999 Non-proprietary Licensing Rept for Spent Fuel Rack Installation at Mnps,Unit 3 ML20207B2271999-02-22022 February 1999 Rev 0 to SIR-99-021, Evaluation of Stratification Loadings in LBB Analysis for Mnps,Unit 2 Surge Line ML20199D4571999-01-0808 January 1999 Progress Toward Restart Readiness at Millstone Unit 2 - Nu Briefing for Nrc ML20197H5871998-12-31031 December 1998 Independent Corrective Action Verification Program, Final Rept,Vol 1 ML20198G7161998-11-30030 November 1998 Rev 0 to EMF-2145, Millstone Unit 2 Large Break Loca/Eccs Analysis with Replacement SGs & Plant Modifications ML20195H7401998-11-30030 November 1998 Station/Unit 3 Third Quarter Performance Rept ML20195C8091998-11-0909 November 1998 Request for Permission to Apply LBB Methodology to Pressurizer Surge Piping, Plant Specific Info Fo Pressurizer Surge Piping ML20195C7731998-10-13013 October 1998 Rev 0 to SIR-98-096, Pressurizer Surge Line LBB Evaluation Mnps,Unit 2 ML20198G7041998-09-30030 September 1998 Rev 0 to EMF-2079, Millstone Unit 2 Large Break Loca/Eccs Analysis with Replacement Sgs ML20154P9541998-09-30030 September 1998 Simulator Quadrennial Certification Rept ML20237B4781998-07-31031 July 1998 Station/Unit 3,Second Quarter Performance Rept for Jul 1998 ML20237B2801998-07-31031 July 1998 Rev 1 to EMF-98-036, Post-Scram Main Steam Line Break Analysis for Millstone Unit 2 ML20236V7541998-07-0101 July 1998 Rev 0 to Little Harbor Consultants,Inc, Evaluation of Millstone Self-Assessment & Independent Oversight Programs ML20236U6361998-07-0101 July 1998 Rev 0 to Leak-Before-Break Evaluation High Energy Safety Injection Piping,Mnps,Unit 2 ML20236F5221998-06-30030 June 1998 Independent Assessment of Upper Guide Structure (Ugs) Personnel Contamination Event at Millstone Station Unit 2, Final Rept ML20236F5051998-06-25025 June 1998 Rev 1 to Event Review Team Rept Root Cause Investigation Upper Guide Structure (Ugs) Personnel Contamination Event ML20249C3911998-06-22022 June 1998 Simulator Quadrennial Certification Rept ML20248F4071998-06-0101 June 1998 Final Rept SL-5192, Independent Corrective Action Verification Program for Millstone Unit 3 ML20236P4341998-05-22022 May 1998 Progress Toward Restart Readiness at Millstone Station - Northeast Utilities Briefing for Nrc ML20236F6411998-05-11011 May 1998 Rev 0 to Justification of Continued LBB Compliance for Nu MP2 ML20203H3531998-02-24024 February 1998 Transport of Small Air Pocket ML20216E0961998-02-17017 February 1998 Redacted Safety Conscious Work Environment (Assessment of Nuclear Oversight 980121 Statement) ML20199G8031998-01-31031 January 1998 Radiological Survey for Waterford Town Landfill,Waterford, Ct ML20199D9111998-01-23023 January 1998 Independent Corrective Action Verification Program Status Rept, for Period Ending 980123 ML20203H3961997-12-31031 December 1997 Integrated Sys Functional Review for Mnps,Unit 3, Engineering Self Assessment Rept ML20217C2201997-12-16016 December 1997 Exam of Concrete Cores Millstone III Subcontainment Porous Concrete ML20202H2981997-12-0202 December 1997 Independent Corrective Action Verification Program Status Rept ML20203H3661997-11-30030 November 1997 Transient Clearing of Air in Loop Seal ML20199G8091997-11-30030 November 1997 Radiological Survey for Equestrian Ctr Harkness State Park Waterford,Ct ML20211F7171997-09-29029 September 1997 Rev 0 to Critical Design Characteristics Radiological Events for Millstone 2 ML20217F9481997-08-31031 August 1997 Non-proprietary Version of Bases for Millstone Unit 3 ECCS Current & Future Ts ML20217Q7101997-08-29029 August 1997 Rev 0 to Critical Design Characteristics Reactivity Events ML20217Q7181997-08-29029 August 1997 Rev 0 to Critical Design Characteristics Undercooling Events & Reactor Coolant Flow Reduction Events ML20210H0051997-08-0505 August 1997 Rev 0 to Critical Design Characteristics Reactor Coolant Pressure Boundary Events & Mslb/Loca Containment Analyses ML20149F0971997-07-18018 July 1997 Rev 0 to Critical Design Characteristics Overcooling Events,Millstone 2 ML20148Q2901997-06-24024 June 1997 Simulator Quadrennial Rept for 1993-1997 ML20148K8221997-05-31031 May 1997 Temporary Use of Atlas Copco Diesel Compressor PTMS900 at Millstone Nuclear Power Station Unit 3 Maint of Svc Air Sys ML20148R7151997-05-30030 May 1997 Progress Toward Restart Readiness at Millstone Station ML20210S3711997-04-29029 April 1997 Margin of Immunity Determination for SRV Electric Lift for Neut,Millstone Nucelar Site,Unit 1 ML20138E6391997-04-11011 April 1997 Investigation of Possible Deterioration of Porous Concrete Millstone 3 Nuclear Reactor ML20217C2121997-04-0707 April 1997 Rev 2 to S3-EV-9700574, SE for Containment Structure Porous Concrete Drainage Sys ML20137H3031997-03-31031 March 1997 Rev 2 to Nuclear Training Loit/Lout Audit Reviews ML20138E6471997-03-14014 March 1997 Porous Concrete Investigation Millstone 3 Waterford,Ct ML20137C6281997-03-14014 March 1997 Redacted Version of Rev 1 to Nuclear Training Loit/Lout Audit Reviews ML20141D2881997-02-17017 February 1997 Rev 3 to Maint Rule Unit Basis Document ML20135E3221997-02-13013 February 1997 Independent Review Team Rept 1996 MP -1 Lout NRC Exam Failures ML20133C1451996-12-31031 December 1996 Porous Concrete Mock-Up Testing Phase III W/Containment Mat Concrete 1999-04-30
[Table view] Category:TEXT-SAFETY REPORT
MONTHYEARML20217P5391999-10-25025 October 1999 Rev 0,Change 1 to Millstone Unit 1 Northeast Utils QA Program ML20217C8721999-10-0606 October 1999 Rev 21,change 3 to MP-02-OST-BAP01, Nuqap Topical Rept, App F & G Only B17896, Monthly Operating Rept for Sept 1999 for Millstone Nuclear Power Station,Unit 1.With1999-09-30030 September 1999 Monthly Operating Rept for Sept 1999 for Millstone Nuclear Power Station,Unit 1.With B17894, Monthly Operating Rept for Sept 1999 for Millstone Nuclear Power Station,Unit 2.With1999-09-30030 September 1999 Monthly Operating Rept for Sept 1999 for Millstone Nuclear Power Station,Unit 2.With B17898, Monthly Operating Rept for Sept 1999 for Millstone Nuclear Power Station,Unit 3.With1999-09-30030 September 1999 Monthly Operating Rept for Sept 1999 for Millstone Nuclear Power Station,Unit 3.With ML20216J4341999-09-24024 September 1999 Mnps Unit 3 ISI Summary Rept,Cycle 6 ML20211N8401999-09-0202 September 1999 Rev 21,change 1 to Northeast Utils QA TR, Including Changes Incorporated Into Rev 20,changes 9 & 10 B17878, Monthly Operating Rept for Aug 1999 for Mnps,Unit 1.With1999-08-31031 August 1999 Monthly Operating Rept for Aug 1999 for Mnps,Unit 1.With B17874, Monthly Operating Rept for Aug 1999 for Millstone Nuclear Power Station,Unit 3.With1999-08-31031 August 1999 Monthly Operating Rept for Aug 1999 for Millstone Nuclear Power Station,Unit 3.With ML20216F5141999-08-31031 August 1999 Rept on Status of Public Petitions Under 10CFR2.206 B17879, Monthly Operating Rept for Aug 1999 for Millstone Nuclear Power Station,Unit 2.With1999-08-31031 August 1999 Monthly Operating Rept for Aug 1999 for Millstone Nuclear Power Station,Unit 2.With ML20211G9631999-08-30030 August 1999 SER Accepting Licensee Response to GL 96-05, Periodic Verification of Design-Basis Capability of Safety-Related Motor-Operated Valves ML20211A6561999-07-31031 July 1999 Monthly Operating Rept for July 1999 for Millstone Nuclear Power Station,Unit 2 B17858, Monthly Operating Rept for July 1999 for Millstone Nuclear Power Station,Unit 3.With1999-07-31031 July 1999 Monthly Operating Rept for July 1999 for Millstone Nuclear Power Station,Unit 3.With B17856, Monthly Operating Rept for July 1999 for Millstone Nuclear Power Station,Unit 1.With1999-07-31031 July 1999 Monthly Operating Rept for July 1999 for Millstone Nuclear Power Station,Unit 1.With ML20210J0311999-07-21021 July 1999 Rev 20,Change 10 to QAP 1.0, Organization ML20210E5931999-07-19019 July 1999 Revised Page 16 of 21,to App F of Northeast Util QA Program Plan ML20210C5911999-07-15015 July 1999 Revised Rev 20,change 10 to Northeast Util QA Program TR, Replacing Summary of Changes ML20210A0411999-07-15015 July 1999 Rev 20,change 10 to Northeast Util QA Program Tr B17814, Special Rept:On 990612 B Train EDG Failed to Restart within 5 Minutes Following Completion of 18 Month 24 H Endurance Run Required by TS 4.8.1.1.2.g.7.Caused by Procedural inadequacy.Re-performed Hot Restart Via Manual Start1999-07-12012 July 1999 Special Rept:On 990612 B Train EDG Failed to Restart within 5 Minutes Following Completion of 18 Month 24 H Endurance Run Required by TS 4.8.1.1.2.g.7.Caused by Procedural inadequacy.Re-performed Hot Restart Via Manual Start ML20209D1881999-07-0101 July 1999 Rev 20,change 9 to Northeast Util QA Program Tr ML20196J2191999-06-30030 June 1999 SER Concluding That Licensee USI A-46 Implementation Program,In General,Met Purpose & Intent of Criteria in GIP-2 & Staff Sser 2 for Resolution of USI A-46 ML20211A6751999-06-30030 June 1999 Revised Monthly Operating Rept for June 1999 for Millstone Nuclear Power Station,Unit 2,providing Revised Average Daily Unit Power Level & Operating Data Rept ML20196A8451999-06-30030 June 1999 Post Shutdown Decommissioning Activities Rept ML20209J0541999-06-30030 June 1999 Monthly Operating Rept for June 1999 for Millstone Unit 2 B17830, Monthly Operating Rept for June 1999 for Millstone Nuclear Power Station,Unit 3.With1999-06-30030 June 1999 Monthly Operating Rept for June 1999 for Millstone Nuclear Power Station,Unit 3.With ML20196K1791999-06-30030 June 1999 Addendum 6 to Millstone Unit 2 Annual Rept, ML20196J1821999-06-30030 June 1999 Rev 21,Change 0 to Northeast Utilities QAP (Nuqap) Tr B17833, Monthly Operating Rept for June 1999 for Millstone Power Station,Unit 1.With1999-06-30030 June 1999 Monthly Operating Rept for June 1999 for Millstone Power Station,Unit 1.With ML20195H1011999-06-11011 June 1999 Rev 20,change 8 to Northeast Utilities QAP (Nuqap) TR ML20207G6411999-06-0303 June 1999 Safety Evaluation Supporting Amends 105,235 & 171 to Licenses DPR-21,DPR-65 & NPF-49,respectively ML20211A6631999-05-31031 May 1999 Revised Monthly Operating Rept for May 1999 for Millstone Nuclear Power Station,Unit 2,providing Revised Average Daily Unit Power Level,Operating Data Rept & Unit Shutdowns & Power Reductions B17808, Monthly Operating Rept for May 1999 for Millstone Nuclear Power Station,Unit 3.With1999-05-31031 May 1999 Monthly Operating Rept for May 1999 for Millstone Nuclear Power Station,Unit 3.With ML20211B7351999-05-31031 May 1999 Cycle 7 Colr B17804, Monthly Operating Rept for May 1999 for Mnps,Unit 2.With1999-05-31031 May 1999 Monthly Operating Rept for May 1999 for Mnps,Unit 2.With B17807, Monthly Operating Rept for May 1999 for Mnps,Unit 1.With1999-05-31031 May 1999 Monthly Operating Rept for May 1999 for Mnps,Unit 1.With ML20209J0661999-05-31031 May 1999 Revised Monthly Operating Rept for May 1999 for Millstone Unit 2 ML20206M4631999-05-11011 May 1999 Safety Evaluation Supporting Alternative Proposed by Licensee to Perform Ultrasonic Exam on Inner Surface of Nozzle to safe-end Weld ML20206J8351999-05-0707 May 1999 Rev 20,Change 7 to QAP-1.0, Northeast Utls QA Program (Nuqap) Tr ML20206G6221999-05-0404 May 1999 SER Accepting Util Request to Apply leak-before-break Status to Pressurizer Surge Line Piping for Millstone Nuclear Power Station,Unit 2 B17782, Monthly Operating Rept for Apr 1999 for Millstone Nuclear Power Station,Unit 1.With1999-04-30030 April 1999 Monthly Operating Rept for Apr 1999 for Millstone Nuclear Power Station,Unit 1.With ML20205R3531999-04-30030 April 1999 Addendum 4 to Annual Rept, B17775, Monthly Operating Rept for Apr 1999 for Millstone Nuclear Power Station Unit 3.With1999-04-30030 April 1999 Monthly Operating Rept for Apr 1999 for Millstone Nuclear Power Station Unit 3.With ML20205K6141999-04-30030 April 1999 Non-proprietary Version of Rev 2 to Holtec Rept HI-971843, Licensing Rept for Reclassification of Discharge in Millstone Unit 3 Spent Fuel Pool ML20206E2971999-04-30030 April 1999 Rev 1 to Millstone Nuclear Power Station,Unit 2 COLR - Cycle 13 B17777, Monthly Operating Rept for Apr 1999 for Millstone Unit 2. with1999-04-30030 April 1999 Monthly Operating Rept for Apr 1999 for Millstone Unit 2. with ML20205Q5891999-04-0909 April 1999 Rev 20,change 6 to QAP-1.0,Northeast Utils QA Program TR ML20205R8751999-04-0909 April 1999 Provides Commission with Staff Assessment of Issues Related to Restart of Millstone Unit 2 & Staff Recommendations Re Restart Authorization for Millstone Unit 2 ML20206T3991999-03-31031 March 1999 First Quarter 1999 Performance Rept, Dtd May 1999 B17747, Monthly Operating Rept for Mar 1999 for Millstone Nuclear Power Station,Unit 1.With1999-03-31031 March 1999 Monthly Operating Rept for Mar 1999 for Millstone Nuclear Power Station,Unit 1.With 1999-09-30
[Table view] |
Text
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4 DOCKET NO. 50-336 l
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-ATTACHMENT (2)
MILLSTONE NUCLEAR POWER STATION, UNIT NO, 2 i
! GUIDE THIMBLE INSET DESIGN i
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TABLE OF CONTENTS Section Title Page .
1.0 Background and Description 1-1 .
2.0 Test Basis and Description . 2-1 3.0 Conclusion 3-1 p
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LIST 0F TABLES Table Title .
1 Lateral Wear Test-Summarization of Results .
LIST 0F FIGURES Figure Title 1 Location of Normal Force in Wear Comparison Test 2 Westinghouse Thimble / Instrumentation Tube Insets 3 Westinghouse Inset Sectional View With Control Rodlet 4 Wear Scar Geometry I
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WESTINGHOUSE PROPRIETARY CLASS 2 WESTINGHOUSE GUIDE THIMBLE INSET DESIGN
1.0 BACKGROUND
AND DESCRIPTION The Millstone Unit 11 core contains 217 fuel assemblies, 81 of which are During its first located under control element assemblies (CEA's).
refueling outage (December 1977), fuel inspection revealed full through-wall penetrations of the guide thimble and instrumentation tube wall in a number of assemblies located under CEA's.
Observations of the CE thimble and instrumentation tube wear scar and the location of maximun wear in fuel assemblies near the outlet nozzle 1 -
led to the conclusion that the wear was caused by flow induced lateral vibration of the Control Element Assembly (CEA) rodlet rubbing against the tube. This has since been confirmed by later transmittals from CE to the NRC, and was based upon metallographic analysis and out-of-pile .
testing.
Whether the control rod excitation is caused primarily by crossflows near the upper core plate or by the flow velocity in the guide and instrumentation tubes or a combination of both, it is control rod lateral vibration that creates the guide and instrumentation tube wear.
The greatest wear has occurred at the tips of CEA rodlet for the fol-lowing reasons:
- 1. The greatest normal force occurs at the tip
- 2. The tip experiences the greatest lateral motion
- 3. The CEA rodlet tip makes point contact with the tube wall To reduce the wear it is necessary to reduce the effects of the above mentioned phenomenon. Presently, this is accomplished through the use of guide tube sleeves which are inserted into the guide and instrumenta-tion tubes. The guide tube sleeves provide a secondary surface on which the CEA contacts thereby mitigating wear on the guide tubes.
1-1 5649A
, .o The Westinghouse design to mitigate guide tube wear during Cycle 4 at Millstone Unit No. 2 consists of both guide tube sleeves and guide tuDe insets. The Westinghouse guide tube sleeve design was previously docketed in the W. G. Counsil letter to R. Reid dated October 9, 1979.
Four lead test assemblies utilizing guide tube insets will be located under CEA's during Cycle 4. The inset design is illustrated.in Section A-A of Figure 1.
The guide and. instrumentation tube insets are [ ]a,c inch long and
[ 3a,c inch wide rectangular deformations that reduce the original tube diameter locally from 1.035 inch to [ ]a,c inch. Four indivi-dual insets are located at two axial elevations of the guide and instru-mentation tube as shown in Figure 2.
The inset design reduces wear in the following manner: .
- 1. The locally reduced diametral clearance limits the lateral motion of the tip and and also reduces the im" pact loading of the tuoe due to the rodlet motion.
- 2. The insets are located above the region of the rodlet where the point contact occurs which forces the rod into more of a line con-tact wearing mode of the inset.
- 3. The four inset geometry influences the rod to a two point (or 2 line) support which is a more stacle stgte of equilibrium than the single point sphere on cylinder, or singld line cylinder on cylinder
-contact. This is a much more favorable condition of wear for the l
support of a stiff rod.
- 4. The insets design does not allow the tip of the rod to touch the tube wall which' precludes point contact wearing as shown in Figure 3.
1-2
Also shown in Figure 3 is a dashed line which represents the control i
rodlet touching the undeformed section of the guide thimble.
Although we do not expect any significant inset wear to occur, this is mentioned only to show that there still exists margin to wear It through at the insets even if wear to the original 10 scce.vcd.
is expected that after the control rodlet tip touched the original tube 10, the wear rate would greatly decrease since a much greater surface area would be in contact.
A wear comparison testing program, as explained .in the following
' section has confirmed that the guide and instrumentation tube insets mitigate the wear.
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1-3 5649A
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_2.0 TEST BASIS At:0 DESCRIPTION A test se, tup and procedure was designed to reproduce the wear pattern observed on CE guide thimble tubes (see Figure 4) which had bee'n located ,
Since little thermal-hydraulic under control rods in the reactor core.
information concerning the cause of the wear in CE reactors was pro-vided, no attempt was made'in this test to duplicate the actual ther-mal-hydraulic conditions in the core. The test was strictly a wear comparison test in which Westinghouse tube samples with inset' geometric
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features were subjected to the same environmental and loading conditions which had produced the observed wear pattern in a standard guide tube sample. Wear depth and volume in the two types of saiples were then compared to determine if the Westinghouse inset design reduces guide thimble wear for the same test conditions.
Zircaloy 4 guide and instrumentation tube test samples and Incone'l 625 i
simulated control rods were used to present the actual incore material '
1 interface. With the exception of total. length, all dimensions on these pieces were the same as those in the reactor. The length of insertion of the rod into the test piece matched the length of insertion of the real control rod into the guide thimble tube when the CEA is in its parked position. Since the most severe wear observed is known to have occurred when the control rod is at thit. location, the test simulates the actual relative positions of the control rod and guide thimble tube.
All test runs were performed dry at atmospheric pressure. To accelerate 0
the wear rate the temperature was kept at 600 F which is typical of 4 the temperature in the operating reactor, j The test setup contists of a shaker which vibrates a simulated control l rod inside a G andard guide tube test bicce that is held staticnary in much the s we manner as a guide thimble tube is held in a fuel assem- .
bly, l.ateral and axial vibration tests were conducted.
2-1 M19A
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I Lateral Wear Test lateral icst runs were performed with the simulated control rod vibrat-na"a+
ing at [ j,b,c one of its natural frequencies. A constaat of ener'JV was input to the rod for each test run. This parameter was held constant'because the mechanism which causes vibration of a particu-
' lar control rod in the reactor is not expected to change with' time.
A total or three standard guide tube samples and three Westinghouse samples with inset were tested in the lateral vibration test. Table 1 gives a brief des'cription of the results of these test runs.
As Tablo 1 indicates, samples C2 and W2 were tested with no initial side load; l.c., the control rod was initially centered in the test piece.
The remainder of the test samples were subjected to an initial normal force at the location indicated in Figure 1 (i.e., control rod is forced against the side of the tube wall and remains in'that location while vibratino). This preload was designed to represent the ' locking' phenomena as reported by CE which is believed by CE to be a contribJting factor to the type of wear observed in CE fuel assemblies. It also representv a lateral. force due to any cause, hydraulic or mechanical, which could cont ibute to accelerated wear. The magnitude of the normal forces thed in the test runs were based on calculations made from actual wear ob.civations.
r Axial Wear Test The axial wear test was designed to demonstrate the ability of the
- Westin9h euse inset design guide and instrumentation tube to withstand j
repeatra insertion and retraction of the control rod throughout its '
lifetin.. Each test' piece was subjected to a total control rod travel
]b,c inches. This is equivalent to over [ ]b,c years Of [-
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6 (assuming 90 percent availability) of a [ ]b,c 7 jj insertion and full retraction of the CEA. Control rods at Millstone typically travel less than 500 in/ year (ref. CE letter to the NRC -
- LD-78-001). Therefore, the Westinghouse test duration includes a factor of safety of well over [ ]b,c for a three year period. The equivalency stated is also conservative because the wear in the test pieceswasconcentratedovera[ ]b,c inch length rather than the full 137 in. stroke of the actual control rod. Standard guide thimble tube sampics were also included in the axial wear test to confirm the wear produced by axial control rod motion is not characteristic of. the wear which was found in CE fuel assemblies.
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5649A 2-3
3.0 CONCLUSION
By laterally vibrating a " locked" simulated control rod inside standard .
guide and instrumentation tube test pieces, Westinghouse was able to reproduce wear scars characteristic of those discovered at Millstone Unit II. When subjecting Westinghouse inset design test pieces to the same environmental and loading conditions which had produced the observed result in standard guide tubes, the Westinghouse tube typically exhibited approximately one tenth of the wear depth found in the stan-dard guide tubes. Comparing the size and shape of the wear scars obtained on the two types of semples, it is evident that the volume of material removed during the wearing process is considerably greater in
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the standard guide tube.
Altnough it appears that the actual wear is produced when the control rod is forced against the tube inside diameter, the tests performed demonstrate that the Westinghouse inset design also greatly reduces wear depth and volume in the case where the control rod is centered in the tube.
The tests performed indicate that the Westinghouse inset design guide and instrumentation tubes will withstand amounts of axial wearing motion over[ ]b c times greater than they are expected to be subjected to.
3-1 5649A
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Tmt.t 1 '.
, LATERAL WEAR TEST - SUW.ARIZATION OF RESULTS I' Test Nomal Total No. Maximum Piece Force of Cycles Physical Appearance of Wear Scar Wear Depth
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C indicates a regular standard guide tube test piece
.l W indicates a W type tes+. piece with insets .
+ Test teminated early due to equipment failure ,
Represents the depth of scratches, not lateral wea'r '
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