Information Notice 2013-20, Official Exhibit - NYS000538-00-BD01 - NRC Information Notice 2013-20: Steam Generator Channel Head and Tubesheet Degradation (October 3, 2013) (ML13204A143): Difference between revisions
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{{#Wiki_filter: | {{#Wiki_filter:ML13204A143 UNITED STATES | ||
NUCLEAR REGULATORY COMMISSION | NUCLEAR REGULATORY COMMISSION | ||
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OFFICE OF NEW REACTORS | OFFICE OF NEW REACTORS | ||
WASHINGTON, DC 20555-0001 October 3, 2013 NRC INFORMATION NOTICE 2013-20: | WASHINGTON, DC 20555-0001 | ||
October 3, 2013 | |||
NRC INFORMATION NOTICE 2013-20: | |||
STEAM GENERATOR CHANNEL HEAD AND | |||
TUBESHEET DEGRADATION | TUBESHEET DEGRADATION | ||
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Although the operating experience discussed is related to steam generators, the findings may | Although the operating experience discussed is related to steam generators, the findings may | ||
relate to other structures, systems, and components. The NRC expects that recipients will | relate to other structures, systems, and components. The NRC expects that recipients will | ||
review the information for applicability to their facilities and consider actions, as appropriate, to | review the information for applicability to their facilities and consider actions, as appropriate, to | ||
ensure that regulatory requirements are met. Suggestions contained in this IN are not NRC | ensure that regulatory requirements are met. Suggestions contained in this IN are not NRC | ||
requirements; therefore, no specific action or written response is required. | requirements; therefore, no specific action or written response is required. | ||
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The primary side of a recirculating steam generator consists of several components, including | The primary side of a recirculating steam generator consists of several components, including | ||
the channel head, divider plate, tubesheet, and tubes (refer to Figure 1). The channel head is | the channel head, divider plate, tubesheet, and tubes (refer to Figure 1). The channel head is | ||
hemispherically shaped and is divided into two chambers by a divider plate. One chamber | hemispherically shaped and is divided into two chambers by a divider plate. One chamber | ||
receives the primary coolant from the reactor through the primary inlet (hot-leg) nozzle, and the | receives the primary coolant from the reactor through the primary inlet (hot-leg) nozzle, and the | ||
divider plate channels this coolant through the tubes. After exiting the tubes, the primary | divider plate channels this coolant through the tubes. After exiting the tubes, the primary | ||
coolant enters the other chamber of the channel head and exits the steam generator through | coolant enters the other chamber of the channel head and exits the steam generator through | ||
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and is clad on the interior surface with a corrosion-resistant material such as stainless steel to | and is clad on the interior surface with a corrosion-resistant material such as stainless steel to | ||
protect the channel heads base material. Some steam generator designs have a drain line that | protect the channel heads base material. Some steam generator designs have a drain line that | ||
is centered under a semicircular cutout region of the divider plate (frequently referred to as a | is centered under a semicircular cutout region of the divider plate (frequently referred to as a | ||
mouse hole) in the bottom center of the channel head. The drain line facilitates removal of | mouse hole) in the bottom center of the channel head. The drain line facilitates removal of | ||
water from the steam generator for maintenance and permits draining of both the hot- and | water from the steam generator for maintenance and permits draining of both the hot- and | ||
cold-leg sides of the channel head. The tubesheet is a thick plate, typically made from low-alloy | cold-leg sides of the channel head. The tubesheet is a thick plate, typically made from low-alloy | ||
United States Nuclear Regulatory Commission Official Hearing Exhibit | |||
In the Matter of: | |||
Entergy Nuclear Operations, Inc. | |||
(Indian Point Nuclear Generating Units 2 and 3) | |||
ASLBP #: 07-858-03-LR-BD01 Docket #: 05000247 l 05000286 Exhibit #: | |||
Identified: | |||
Admitted: | |||
Withdrawn: | |||
Rejected: | |||
Stricken: | |||
Other: | |||
NYS000538-00-BD01 | |||
11/5/2015 | |||
11/5/2015 NYS000538 Submitted: June 9, 2015 steel that contains thousands of holes for the steam generator tubes. The primary side | |||
(underside) of the tubesheet is clad with a corrosion-resistant material and each tube is welded | (underside) of the tubesheet is clad with a corrosion-resistant material and each tube is welded | ||
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generator channel head and tubesheet. | generator channel head and tubesheet. | ||
Foreign Operating Experience | |||
In 2011, a foreign utility identified apparent defects in the steam generator channel head in one | In 2011, a foreign utility identified apparent defects in the steam generator channel head in one | ||
of its three steam generators at one of its nuclear power plants. The steam generators were | of its three steam generators at one of its nuclear power plants. The steam generators were | ||
placed into operation in 1987. The inspections showed indications of degradation in the | placed into operation in 1987. The inspections showed indications of degradation in the | ||
cladding and/or divider plate-to-channel head weld resulting in exposure and corrosion of the | cladding and/or divider plate-to-channel head weld resulting in exposure and corrosion of the | ||
channel head base material. The visually observed degradation is located on the cold leg side | channel head base material. The visually observed degradation is located on the cold leg side | ||
of the channel head in the vicinity of the drain line. The largest observed defect in the cladding | of the channel head in the vicinity of the drain line. The largest observed defect in the cladding | ||
measured 7.5 mm (0.3 in.) by 14.4 mm (0.6 in.) by ultrasonic examination. There were five | measured 7.5 mm (0.3 in.) by 14.4 mm (0.6 in.) by ultrasonic examination. There were five | ||
other smaller defects in the cladding in the region of the drain line. The degradation in the | other smaller defects in the cladding in the region of the drain line. The degradation in the | ||
channel head base material is volumetric in the form of one large cavity which extends to a | channel head base material is volumetric in the form of one large cavity which extends to a | ||
maximum depth of 28 mm (1.1 in.). The area of the degradation in the base material is irregular | maximum depth of 28 mm (1.1 in.). The area of the degradation in the base material is irregular | ||
in shape and extends a maximum of 75 mm (3.0 in.) from the edge of the drain line with a | in shape and extends a maximum of 75 mm (3.0 in.) from the edge of the drain line with a | ||
maximum azimuthal extent of 285 degrees about the central drain. The cause of the cladding | maximum azimuthal extent of 285 degrees about the central drain. The cause of the cladding | ||
degradation is not currently known. | degradation is not currently known. | ||
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In January 2012, Westinghouse issued a Nuclear Safety Advisory Letter (NSAL) informing their | In January 2012, Westinghouse issued a Nuclear Safety Advisory Letter (NSAL) informing their | ||
customers of the operating experience and providing recommendations for inspections. The | customers of the operating experience and providing recommendations for inspections. The | ||
Electric Power Research Institutes Steam Generator Management Program shared this | Electric Power Research Institutes Steam Generator Management Program shared this | ||
information with all member utilities that operate steam generators. The recommendations in | information with all member utilities that operate steam generators. The recommendations in | ||
the NSAL included performing a visual inspection of the steam generators channel head area | the NSAL included performing a visual inspection of the steam generators channel head area | ||
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under dry conditions the next time the primary side of the steam generator is open, with the | under dry conditions the next time the primary side of the steam generator is open, with the | ||
intent of identifying gross defects. The inspections are to include the channel heads cladding, the weld connecting the divider plate to the channel head, and, when it is accessible, the weld at | intent of identifying gross defects. The inspections are to include the channel heads cladding, the weld connecting the divider plate to the channel head, and, when it is accessible, the weld at | ||
the top of the channel heads bowl drain tube. The inspections could be limited to a circle with a | the top of the channel heads bowl drain tube. The inspections could be limited to a circle with a | ||
914-mm (36-in.) radius centered on the very bottom of the channel heads bowl. If no | 914-mm (36-in.) radius centered on the very bottom of the channel heads bowl. If no | ||
degradation is detected during the initial visual inspection, the inspection results should be | degradation is detected during the initial visual inspection, the inspection results should be | ||
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documented and visual inspections should be performed each time the primary steam generator | documented and visual inspections should be performed each time the primary steam generator | ||
manway is open. If degradation is detected, the NSAL recommended performing dye penetrant | manway is open. If degradation is detected, the NSAL recommended performing dye penetrant | ||
testing if the inside surface of the channel head has been machined smooth to establish the | testing if the inside surface of the channel head has been machined smooth to establish the | ||
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to determine whether any corrosion of the channel heads base material has occurred, and | to determine whether any corrosion of the channel heads base material has occurred, and | ||
performing an engineering assessment of the findings. An assessment of the foreign operating | performing an engineering assessment of the findings. An assessment of the foreign operating | ||
experience by the domestic nuclear industry concluded that the most likely failure mode was | experience by the domestic nuclear industry concluded that the most likely failure mode was | ||
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Visual inspections of the steam generators channel head region have been performed at many | Visual inspections of the steam generators channel head region have been performed at many | ||
domestic utilities with none reporting similar degradation. Although no similar degradation has | domestic utilities with none reporting similar degradation. Although no similar degradation has | ||
been found domestically, one utility did identify some base material corrosion in its steam | been found domestically, one utility did identify some base material corrosion in its steam | ||
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inspections of the steam generators channel head region in response to the foreign operating | inspections of the steam generators channel head region in response to the foreign operating | ||
experience discussed above. During these inspections, the licensee did not identify any | experience discussed above. During these inspections, the licensee did not identify any | ||
degradation in the region where degradation was observed in the steam generator at the foreign | degradation in the region where degradation was observed in the steam generator at the foreign | ||
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face of the tubesheet along the weld connecting the divider plate to the channel head. | face of the tubesheet along the weld connecting the divider plate to the channel head. | ||
The divider-plate-to-channel-head weld is made with weld material of the Alloy 600 type. The | The divider-plate-to-channel-head weld is made with weld material of the Alloy 600 type. The | ||
cladding on the channel head is primarily stainless steel; however, the cladding near the | cladding on the channel head is primarily stainless steel; however, the cladding near the | ||
rust-colored spot may be either stainless steel or Alloy 182 (an Alloy 600 type material) | rust-colored spot may be either stainless steel or Alloy 182 (an Alloy 600 type material) | ||
depending on the actual fabrication process. Visual inspections revealed a flaw in the | depending on the actual fabrication process. Visual inspections revealed a flaw in the | ||
divider-plate-to-channel-head fillet weld, which was attributed to a fabrication defect. An | divider-plate-to-channel-head fillet weld, which was attributed to a fabrication defect. An | ||
ultrasonic test indicated the flaw in the channel heads base material was approximately 2.5 mm | ultrasonic test indicated the flaw in the channel heads base material was approximately 2.5 mm | ||
(0.1 in.) deep and approximately 51 mm (2 in.) long. The width of the flaw could not be | (0.1 in.) deep and approximately 51 mm (2 in.) long. The width of the flaw could not be | ||
determined because the ultrasonic testing equipment could not be placed at the appropriate | determined because the ultrasonic testing equipment could not be placed at the appropriate | ||
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with Subparagraph IWB-3510.1 and Table IWB-3510-1 of Section XI of the American Society of | with Subparagraph IWB-3510.1 and Table IWB-3510-1 of Section XI of the American Society of | ||
Mechanical Engineers Boiler and Pressure Vessel Code. The flaw in the base material was | Mechanical Engineers Boiler and Pressure Vessel Code. The flaw in the base material was | ||
treated as a planar flaw. The evaluation considered flaw growth in the future. The licensee | treated as a planar flaw. The evaluation considered flaw growth in the future. The licensee | ||
concluded that it was acceptable to operate the steam generator through the operating cycle. | concluded that it was acceptable to operate the steam generator through the operating cycle. | ||
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each shutdown as a result of peroxide addition during the shutdown process) and when the | each shutdown as a result of peroxide addition during the shutdown process) and when the | ||
steam generator was open for inspection. Based on this estimated exposure period and boric | steam generator was open for inspection. Based on this estimated exposure period and boric | ||
acid corrosion rates in literature, the licensee predicted that the flaw in the base material would | acid corrosion rates in literature, the licensee predicted that the flaw in the base material would | ||
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be approximately 2.5 mm (0.1 in.) deep, assuming that the base material corrosion started at | be approximately 2.5 mm (0.1 in.) deep, assuming that the base material corrosion started at | ||
the beginning of plant operation. This matches the actual extent of degradation observed in the | the beginning of plant operation. This matches the actual extent of degradation observed in the | ||
channel head base material, as determined from the ultrasonic examination. Using a flaw | channel head base material, as determined from the ultrasonic examination. Using a flaw | ||
growth rate of approximately 0.1 mm (0.005 in.) per operating cycle, the licensee concluded the | growth rate of approximately 0.1 mm (0.005 in.) per operating cycle, the licensee concluded the | ||
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and noted that the rust spot was not visible during the 2011 inspections, but was visible during | and noted that the rust spot was not visible during the 2011 inspections, but was visible during | ||
all prior outages in which visual inspections of this region were performed (i.e., in 2009, 2006, | all prior outages in which visual inspections of this region were performed (i.e., in 2009, 2006, | ||
2000, and 1994). The 1994 video is the earliest video recording of this area and is a | 2000, and 1994). The 1994 video is the earliest video recording of this area and is a | ||
black-and-white recording. | black-and-white recording. | ||
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divider-plate-to-channel-head weld flaw, the licensee could not confirm that there is no | divider-plate-to-channel-head weld flaw, the licensee could not confirm that there is no | ||
delamination between the stainless steel cladding and the channel heads base material in the area directly under the flaw. The licensee has confirmed that there are no delaminations | delamination between the stainless steel cladding and the channel heads base material in the area directly under the flaw. The licensee has confirmed that there are no delaminations | ||
between the cladding and the channel head in those areas around the | between the cladding and the channel head in those areas around the | ||
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The licensee has no direct evidence that the flaw at the rust spots location was not caused by | The licensee has no direct evidence that the flaw at the rust spots location was not caused by | ||
stress corrosion cracking (SCC) or fatigue. However, the licensee has indirect evidence to | stress corrosion cracking (SCC) or fatigue. However, the licensee has indirect evidence to | ||
support the conclusion that the flaw was not caused by SCC or fatigue. The licensees | support the conclusion that the flaw was not caused by SCC or fatigue. The licensees | ||
evidence includes the fact that SCC is highly unlikely in stainless steel or carbon steel on the | evidence includes the fact that SCC is highly unlikely in stainless steel or carbon steel on the | ||
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primary side of a steam generator, and the existence of the rust stain is evidence that the | primary side of a steam generator, and the existence of the rust stain is evidence that the | ||
carbon steel channel head is corroding. The rust spot is around a black spot that the licensee | carbon steel channel head is corroding. The rust spot is around a black spot that the licensee | ||
has stated appears to be either a weld crater pit or weld porosity. The rust spot appears to be | has stated appears to be either a weld crater pit or weld porosity. The rust spot appears to be | ||
about 21.8 mm (0.86 in.) long and 6.4 mm (0.25 in.) wide. Also, a fatigue stress analysis | about 21.8 mm (0.86 in.) long and 6.4 mm (0.25 in.) wide. Also, a fatigue stress analysis | ||
performed by the industry and cited by the licensee showed that the fatigue stresses in this | performed by the industry and cited by the licensee showed that the fatigue stresses in this | ||
location of the steam generator are very low. The licensee indicated there could be additional | location of the steam generator are very low. The licensee indicated there could be additional | ||
paths of SCC in the weld, but that there was currently no evidence of these additional paths. | paths of SCC in the weld, but that there was currently no evidence of these additional paths. | ||
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flaws growth rate. | flaws growth rate. | ||
Surry Power Station Unit 2 | |||
Surry Power Station Unit 2 has three Westinghouse Model 51F steam generators. During a | |||
Surry Power Station Unit 2 has three Westinghouse Model 51F steam generators. During a | |||
refueling outage in 2006, Virginia Electric and Power Company, the licensee, performed a visual | refueling outage in 2006, Virginia Electric and Power Company, the licensee, performed a visual | ||
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inspection of the plugs inserted into some of the tubes on the hot-leg side of the steam | inspection of the plugs inserted into some of the tubes on the hot-leg side of the steam | ||
generators channel head. During these visual inspections, a yellow stain was noted in the tube | generators channel head. During these visual inspections, a yellow stain was noted in the tube | ||
end of one of the tubes and on a portion of the channel head near this tube location. Upon | end of one of the tubes and on a portion of the channel head near this tube location. Upon | ||
further investigation, it was determined that the affected tube was inadvertently plugged in 1986. | further investigation, it was determined that the affected tube was inadvertently plugged in 1986. | ||
When this plug was removed by drilling in 1991, the tube appeared to have been drilled off- center longitudinally from the tube end for a distance of approximately 44 mm (1.75 in.). This | When this plug was removed by drilling in 1991, the tube appeared to have been drilled off- center longitudinally from the tube end for a distance of approximately 44 mm (1.75 in.). This | ||
resulted in perforating the tube wall over a circumferential distance of approximately 23 mm | resulted in perforating the tube wall over a circumferential distance of approximately 23 mm | ||
(0.9 in.). As a result, this damaged tube end was in service from 1991 until 2006 when the | (0.9 in.). As a result, this damaged tube end was in service from 1991 until 2006 when the | ||
yellow stain was noticed. The yellow stain was attributed to the corrosion of the tubesheet | yellow stain was noticed. The yellow stain was attributed to the corrosion of the tubesheet | ||
material. Although the damage to the tube end was substantial, the licensee concluded that the | material. Although the damage to the tube end was substantial, the licensee concluded that the | ||
as-found condition did not compromise tube integrity given that the tube damage was near the | as-found condition did not compromise tube integrity given that the tube damage was near the | ||
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Given the damage to the tube near the tube-end, a special plug was used on the hot-leg side of | Given the damage to the tube near the tube-end, a special plug was used on the hot-leg side of | ||
the tube. The plugs structural joint was above the damaged region. Two other joints, including | the tube. The plugs structural joint was above the damaged region. Two other joints, including | ||
one below the damaged region, were made. The lowest joint was expected to form a tortuous | one below the damaged region, were made. The lowest joint was expected to form a tortuous | ||
leakage path and allow little or no primary coolant to contact the tubesheet material. However, to the extent that the lower joint does not isolate the carbon steel, it was assumed that corrosion | leakage path and allow little or no primary coolant to contact the tubesheet material. However, to the extent that the lower joint does not isolate the carbon steel, it was assumed that corrosion | ||
of the tubesheet material could occur. The rate of carbon steel corrosion during operation with | of the tubesheet material could occur. The rate of carbon steel corrosion during operation with | ||
very low oxygen in the primary coolant is much lower than that during shutdown when the | very low oxygen in the primary coolant is much lower than that during shutdown when the | ||
material could be exposed to air. The licensee performed an assessment assuming corrosion | material could be exposed to air. The licensee performed an assessment assuming corrosion | ||
would occur and concluded that the corrosion would not impact the structural integrity of the | would occur and concluded that the corrosion would not impact the structural integrity of the | ||
tubesheet. This tube was plugged at both ends during the 2006 outage. The licensee plans to visually inspect this region during future inspections of the tubes in the affected steam | tubesheet. This tube was plugged at both ends during the 2006 outage. The licensee plans to visually inspect this region during future inspections of the tubes in the affected steam | ||
generator. | generator. | ||
The channel head degradation was characterized and evaluated by the licensee. Ultrasonic | The channel head degradation was characterized and evaluated by the licensee. Ultrasonic | ||
examination of the tubesheet-to-channel-head transition region confirmed that no degradation | examination of the tubesheet-to-channel-head transition region confirmed that no degradation | ||
extended into the base material. The licensee performed an evaluation of potential carbon steel | extended into the base material. The licensee performed an evaluation of potential carbon steel | ||
corrosion rates and concluded that the condition was acceptable for continued service without | corrosion rates and concluded that the condition was acceptable for continued service without | ||
repair for the remaining licensed life of the unit. During an outage in 2012, the licensee visually | repair for the remaining licensed life of the unit. During an outage in 2012, the licensee visually | ||
inspected this region and there was no change in the indication/degradation. | inspected this region and there was no change in the indication/degradation. | ||
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During the 2006 outage at Surry 2, a visual examination of the hot-leg primary manway flange | During the 2006 outage at Surry 2, a visual examination of the hot-leg primary manway flange | ||
face was performed. This inspection revealed a localized region of corrosion between the | face was performed. This inspection revealed a localized region of corrosion between the | ||
gasket seating surface and the bolt circle. During 2012, this area was re-examined and there | gasket seating surface and the bolt circle. During 2012, this area was re-examined and there | ||
was no advancement of the degradation. The licensee concluded that the degradation was | was no advancement of the degradation. The licensee concluded that the degradation was | ||
caused by gasket leakage at some point prior to 2006. | caused by gasket leakage at some point prior to 2006. | ||
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The steam generator is an integral part of the reactor coolant pressure boundary, and its | The steam generator is an integral part of the reactor coolant pressure boundary, and its | ||
integrity is important to the safe operation of the plant. Carbon and low-alloy steel portions of | integrity is important to the safe operation of the plant. Carbon and low-alloy steel portions of | ||
the steam generator are typically isolated from the primary coolant to prevent their corrosion. In | the steam generator are typically isolated from the primary coolant to prevent their corrosion. In | ||
several instances it appears that defects in the cladding have resulted in exposing the | several instances it appears that defects in the cladding have resulted in exposing the | ||
underlying carbon and low-alloy steels, resulting in their corrosion. Although the most probable | underlying carbon and low-alloy steels, resulting in their corrosion. Although the most probable | ||
cause of the cladding defects identified at Surry were mechanical activities and not original | cause of the cladding defects identified at Surry were mechanical activities and not original | ||
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above were service-induced (e.g., as a result of cracking) or whether they were present since | above were service-induced (e.g., as a result of cracking) or whether they were present since | ||
fabrication. Nonetheless, the operating experience indicates the importance of monitoring clad | fabrication. Nonetheless, the operating experience indicates the importance of monitoring clad | ||
regions to ensure the integrity of the cladding and for ensuring that maintenance activities | regions to ensure the integrity of the cladding and for ensuring that maintenance activities | ||
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(e.g., tube inspections and repairs) do not result in exposing the underlying carbon or low-alloy | (e.g., tube inspections and repairs) do not result in exposing the underlying carbon or low-alloy | ||
steels. If the carbon or low-alloy steels are exposed, it is important to determine the extent of | steels. If the carbon or low-alloy steels are exposed, it is important to determine the extent of | ||
any corrosion of the base material to ensure the component can still perform its intended safety | any corrosion of the base material to ensure the component can still perform its intended safety | ||
| Line 393: | Line 408: | ||
==CONTACT== | ==CONTACT== | ||
This IN requires no specific action or written response. Please direct any questions about this | This IN requires no specific action or written response. Please direct any questions about this | ||
matter to the technical contact listed below or to the appropriate NRC project manager. | matter to the technical contact listed below or to the appropriate NRC project manager. | ||
/RA/ | /RA/ | ||
Lawrence E. Kokajko, | |||
/RA/ | |||
Lawrence E. Kokajko, Director | |||
Michael C. Cheok, Acting Director | |||
Office of Nuclear Reactor Regulation | Division of Policy and Rulemaking | ||
Division of Construction Inspections | |||
Office of Nuclear Reactor Regulation | |||
and Operational Programs | |||
Office of New Reactors | Office of New Reactors | ||
Technical Contacts: | Technical Contacts: Kenneth J. Karwoski, NRR | ||
301-415-2752 | |||
E-mail: kenneth.karwoski@nrc.gov | |||
ML13204A143; *concurred via e-mail | |||
TAC MF2313 OFFICE | |||
TECH EDITOR* | |||
NRR/DE* | |||
NRR/DE/EPNB* | |||
NRR/DE/ESGB* | |||
NRO/DE/CIB* | |||
NAME | |||
CHsu | |||
KKarwoski | |||
KHoffman | |||
GKulesa | |||
DTerao | |||
DATE | |||
7/2/13 | |||
9/10/13 | |||
9/10/13 | |||
9/12/13 | |||
7/31/13 OFFICE NRR/DE/D | |||
OIP/ICA | |||
NRR/DPR/PGCB | |||
NRR/DPR/PGCB | |||
NRO/DCIP/D (A) | |||
NAME | |||
PHiland | |||
SDembek | |||
CHawes | |||
MBanic | |||
MCheok | |||
DATE | |||
9/17/13 | |||
9/10/13 | |||
9/23/13 | |||
9/23/13 | |||
9/25/13 OFFICE NRR/DPR/PGCB/BC (A) | |||
NRR/DPR/DD | |||
NRR/DPR/D | |||
NAME | |||
SStuchell | |||
SBahadur | |||
LKokajko | |||
DATE | |||
9/23/13 | |||
10/02/13 | |||
10/ 3 /13}} | |||
{{Information notice-Nav}} | {{Information notice-Nav}} | ||
Latest revision as of 06:20, 10 January 2025
| ML15331A226 | |
| Person / Time | |
|---|---|
| Site: | Indian Point |
| Issue date: | 10/03/2013 |
| From: | State of NY, Office of the Attorney General |
| To: | Atomic Safety and Licensing Board Panel |
| SECY RAS | |
| References | |
| RAS 27914, ASLBP 07-858-03-LR-BD01, 50-247-LR, 50-286-LR | |
| Download: ML15331A226 (8) | |
ML13204A143 UNITED STATES
NUCLEAR REGULATORY COMMISSION
OFFICE OF NUCLEAR REACTOR REGULATION
OFFICE OF NEW REACTORS
WASHINGTON, DC 20555-0001
October 3, 2013
NRC INFORMATION NOTICE 2013-20:
STEAM GENERATOR CHANNEL HEAD AND
TUBESHEET DEGRADATION
ADDRESSEES
All holders of an operating license or construction permit for a nuclear power reactor under
Title 10 of the Code of Federal Regulations (10 CFR) Part 50, Domestic Licensing of
Production and Utilization Facilities, except those who have permanently ceased operations
and have certified that fuel has been permanently removed from the reactor vessel.
All holders of or applicants for an early site permit, standard design certification, standard
design approval, manufacturing license, or combined license under 10 CFR Part 52, Licenses, Certifications, and Approvals for Nuclear Power Plants.
PURPOSE
The U.S. Nuclear Regulatory Commission (NRC) is issuing this information notice (IN) to inform
addressees of instances of steam generator channel head and tubesheet degradation.
Although the operating experience discussed is related to steam generators, the findings may
relate to other structures, systems, and components. The NRC expects that recipients will
review the information for applicability to their facilities and consider actions, as appropriate, to
ensure that regulatory requirements are met. Suggestions contained in this IN are not NRC
requirements; therefore, no specific action or written response is required.
DESCRIPTION OF CIRCUMSTANCES
The primary side of a recirculating steam generator consists of several components, including
the channel head, divider plate, tubesheet, and tubes (refer to Figure 1). The channel head is
hemispherically shaped and is divided into two chambers by a divider plate. One chamber
receives the primary coolant from the reactor through the primary inlet (hot-leg) nozzle, and the
divider plate channels this coolant through the tubes. After exiting the tubes, the primary
coolant enters the other chamber of the channel head and exits the steam generator through
the primary coolant outlet (cold-leg) nozzle(s) so that it can be pumped back into the reactor.
The steam generator channel head is typically made of carbon or low-alloy steel base material
and is clad on the interior surface with a corrosion-resistant material such as stainless steel to
protect the channel heads base material. Some steam generator designs have a drain line that
is centered under a semicircular cutout region of the divider plate (frequently referred to as a
mouse hole) in the bottom center of the channel head. The drain line facilitates removal of
water from the steam generator for maintenance and permits draining of both the hot- and
cold-leg sides of the channel head. The tubesheet is a thick plate, typically made from low-alloy
United States Nuclear Regulatory Commission Official Hearing Exhibit
In the Matter of:
Entergy Nuclear Operations, Inc.
(Indian Point Nuclear Generating Units 2 and 3)
ASLBP #: 07-858-03-LR-BD01 Docket #: 05000247 l 05000286 Exhibit #:
Identified:
Admitted:
Withdrawn:
Rejected:
Stricken:
Other:
NYS000538-00-BD01
11/5/2015
11/5/2015 NYS000538 Submitted: June 9, 2015 steel that contains thousands of holes for the steam generator tubes. The primary side
(underside) of the tubesheet is clad with a corrosion-resistant material and each tube is welded
to the tubesheets primary face.
As discussed below, recent operating experience has revealed degradation of the steam
generator channel head and tubesheet.
Foreign Operating Experience
In 2011, a foreign utility identified apparent defects in the steam generator channel head in one
of its three steam generators at one of its nuclear power plants. The steam generators were
placed into operation in 1987. The inspections showed indications of degradation in the
cladding and/or divider plate-to-channel head weld resulting in exposure and corrosion of the
channel head base material. The visually observed degradation is located on the cold leg side
of the channel head in the vicinity of the drain line. The largest observed defect in the cladding
measured 7.5 mm (0.3 in.) by 14.4 mm (0.6 in.) by ultrasonic examination. There were five
other smaller defects in the cladding in the region of the drain line. The degradation in the
channel head base material is volumetric in the form of one large cavity which extends to a
maximum depth of 28 mm (1.1 in.). The area of the degradation in the base material is irregular
in shape and extends a maximum of 75 mm (3.0 in.) from the edge of the drain line with a
maximum azimuthal extent of 285 degrees about the central drain. The cause of the cladding
degradation is not currently known.
In January 2012, Westinghouse issued a Nuclear Safety Advisory Letter (NSAL) informing their
customers of the operating experience and providing recommendations for inspections. The
Electric Power Research Institutes Steam Generator Management Program shared this
information with all member utilities that operate steam generators. The recommendations in
the NSAL included performing a visual inspection of the steam generators channel head area
under dry conditions the next time the primary side of the steam generator is open, with the
intent of identifying gross defects. The inspections are to include the channel heads cladding, the weld connecting the divider plate to the channel head, and, when it is accessible, the weld at
the top of the channel heads bowl drain tube. The inspections could be limited to a circle with a
914-mm (36-in.) radius centered on the very bottom of the channel heads bowl. If no
degradation is detected during the initial visual inspection, the inspection results should be
documented and visual inspections should be performed each time the primary steam generator
manway is open. If degradation is detected, the NSAL recommended performing dye penetrant
testing if the inside surface of the channel head has been machined smooth to establish the
extent of the cladding degradation, using ultrasonic testing from outside of the steam generator
to determine whether any corrosion of the channel heads base material has occurred, and
performing an engineering assessment of the findings. An assessment of the foreign operating
experience by the domestic nuclear industry concluded that the most likely failure mode was
gross defects in the stainless steel cladding that resulted in exposure of the base material to
water with high concentrations of dissolved oxygen and boric acid.
Visual inspections of the steam generators channel head region have been performed at many
domestic utilities with none reporting similar degradation. Although no similar degradation has
been found domestically, one utility did identify some base material corrosion in its steam
generator channel head in 2013 as discussed below. Wolf Creek Generating Station
Wolf Creek Generating Station (Wolf Creek) has four Westinghouse Model F steam generators.
In spring 2013, Wolf Creek Nuclear Operating Corporation (the licensee) conducted visual
inspections of the steam generators channel head region in response to the foreign operating
experience discussed above. During these inspections, the licensee did not identify any
degradation in the region where degradation was observed in the steam generator at the foreign
unit; however, a rust-colored spot was identified approximately 152 mm (6 in.) below the primary
face of the tubesheet along the weld connecting the divider plate to the channel head.
The divider-plate-to-channel-head weld is made with weld material of the Alloy 600 type. The
cladding on the channel head is primarily stainless steel; however, the cladding near the
rust-colored spot may be either stainless steel or Alloy 182 (an Alloy 600 type material)
depending on the actual fabrication process. Visual inspections revealed a flaw in the
divider-plate-to-channel-head fillet weld, which was attributed to a fabrication defect. An
ultrasonic test indicated the flaw in the channel heads base material was approximately 2.5 mm
(0.1 in.) deep and approximately 51 mm (2 in.) long. The width of the flaw could not be
determined because the ultrasonic testing equipment could not be placed at the appropriate
location on the outside surface of the channel head due to access limitations.
The flaw at the edge of the divider-plate-to-channel-head weld was evaluated in accordance
with Subparagraph IWB-3510.1 and Table IWB-3510-1 of Section XI of the American Society of
Mechanical Engineers Boiler and Pressure Vessel Code. The flaw in the base material was
treated as a planar flaw. The evaluation considered flaw growth in the future. The licensee
concluded that it was acceptable to operate the steam generator through the operating cycle.
During the cycle, the licensee planned to perform a detailed fracture mechanics analysis of the
flaw to determine the long-term corrective action required.
Based on the corrosion properties of the stainless steel cladding and Alloy 600 weld material, and because the primary chemistry is usually maintained in a condition that scavenges oxygen, the licensee concluded that the flaw in the divider-plate-to-channel-head weld was only able to
grow when there were oxidizing conditions in the primary coolant (i.e., for a short period before
each shutdown as a result of peroxide addition during the shutdown process) and when the
steam generator was open for inspection. Based on this estimated exposure period and boric
acid corrosion rates in literature, the licensee predicted that the flaw in the base material would
be approximately 2.5 mm (0.1 in.) deep, assuming that the base material corrosion started at
the beginning of plant operation. This matches the actual extent of degradation observed in the
channel head base material, as determined from the ultrasonic examination. Using a flaw
growth rate of approximately 0.1 mm (0.005 in.) per operating cycle, the licensee concluded the
flaw in the channel head base material would be approximately 2.7 mm (0.105 in.) deep at the
next refueling outage.
The licensee performed a review of historical steam generator channel head visual inspections
and noted that the rust spot was not visible during the 2011 inspections, but was visible during
all prior outages in which visual inspections of this region were performed (i.e., in 2009, 2006,
2000, and 1994). The 1994 video is the earliest video recording of this area and is a
black-and-white recording.
Because structural interferences prevent a zero-degree ultrasonic examination of the
divider-plate-to-channel-head weld flaw, the licensee could not confirm that there is no
delamination between the stainless steel cladding and the channel heads base material in the area directly under the flaw. The licensee has confirmed that there are no delaminations
between the cladding and the channel head in those areas around the
divider-plate-to-channel-head weld flaw, where there is access for a zero-degree ultrasonic
examination.
The licensee has no direct evidence that the flaw at the rust spots location was not caused by
stress corrosion cracking (SCC) or fatigue. However, the licensee has indirect evidence to
support the conclusion that the flaw was not caused by SCC or fatigue. The licensees
evidence includes the fact that SCC is highly unlikely in stainless steel or carbon steel on the
primary side of a steam generator, and the existence of the rust stain is evidence that the
carbon steel channel head is corroding. The rust spot is around a black spot that the licensee
has stated appears to be either a weld crater pit or weld porosity. The rust spot appears to be
about 21.8 mm (0.86 in.) long and 6.4 mm (0.25 in.) wide. Also, a fatigue stress analysis
performed by the industry and cited by the licensee showed that the fatigue stresses in this
location of the steam generator are very low. The licensee indicated there could be additional
paths of SCC in the weld, but that there was currently no evidence of these additional paths.
The licensee concluded that the black spot is a fabrication defect in the weld material and that a
breach through the cladding was probably created as a result of the high tensile stresses from
the weld geometry.
The licensee plans to re-inspect this area during the next refueling outage to monitor/confirm the
flaws growth rate.
Surry Power Station Unit 2
Surry Power Station Unit 2 has three Westinghouse Model 51F steam generators. During a
refueling outage in 2006, Virginia Electric and Power Company, the licensee, performed a visual
inspection of the plugs inserted into some of the tubes on the hot-leg side of the steam
generators channel head. During these visual inspections, a yellow stain was noted in the tube
end of one of the tubes and on a portion of the channel head near this tube location. Upon
further investigation, it was determined that the affected tube was inadvertently plugged in 1986.
When this plug was removed by drilling in 1991, the tube appeared to have been drilled off- center longitudinally from the tube end for a distance of approximately 44 mm (1.75 in.). This
resulted in perforating the tube wall over a circumferential distance of approximately 23 mm
(0.9 in.). As a result, this damaged tube end was in service from 1991 until 2006 when the
yellow stain was noticed. The yellow stain was attributed to the corrosion of the tubesheet
material. Although the damage to the tube end was substantial, the licensee concluded that the
as-found condition did not compromise tube integrity given that the tube damage was near the
primary face of the tubesheet.
Given the damage to the tube near the tube-end, a special plug was used on the hot-leg side of
the tube. The plugs structural joint was above the damaged region. Two other joints, including
one below the damaged region, were made. The lowest joint was expected to form a tortuous
leakage path and allow little or no primary coolant to contact the tubesheet material. However, to the extent that the lower joint does not isolate the carbon steel, it was assumed that corrosion
of the tubesheet material could occur. The rate of carbon steel corrosion during operation with
very low oxygen in the primary coolant is much lower than that during shutdown when the
material could be exposed to air. The licensee performed an assessment assuming corrosion
would occur and concluded that the corrosion would not impact the structural integrity of the
tubesheet. This tube was plugged at both ends during the 2006 outage. The licensee plans to visually inspect this region during future inspections of the tubes in the affected steam
generator.
The channel head degradation was characterized and evaluated by the licensee. Ultrasonic
examination of the tubesheet-to-channel-head transition region confirmed that no degradation
extended into the base material. The licensee performed an evaluation of potential carbon steel
corrosion rates and concluded that the condition was acceptable for continued service without
repair for the remaining licensed life of the unit. During an outage in 2012, the licensee visually
inspected this region and there was no change in the indication/degradation.
During the 2006 outage at Surry 2, a visual examination of the hot-leg primary manway flange
face was performed. This inspection revealed a localized region of corrosion between the
gasket seating surface and the bolt circle. During 2012, this area was re-examined and there
was no advancement of the degradation. The licensee concluded that the degradation was
caused by gasket leakage at some point prior to 2006.
DISCUSSION
The steam generator is an integral part of the reactor coolant pressure boundary, and its
integrity is important to the safe operation of the plant. Carbon and low-alloy steel portions of
the steam generator are typically isolated from the primary coolant to prevent their corrosion. In
several instances it appears that defects in the cladding have resulted in exposing the
underlying carbon and low-alloy steels, resulting in their corrosion. Although the most probable
cause of the cladding defects identified at Surry were mechanical activities and not original
fabrication, it is not conclusively known whether the other cladding/weld defects discussed
above were service-induced (e.g., as a result of cracking) or whether they were present since
fabrication. Nonetheless, the operating experience indicates the importance of monitoring clad
regions to ensure the integrity of the cladding and for ensuring that maintenance activities
(e.g., tube inspections and repairs) do not result in exposing the underlying carbon or low-alloy
steels. If the carbon or low-alloy steels are exposed, it is important to determine the extent of
any corrosion of the base material to ensure the component can still perform its intended safety
function until the next inspection or until the component can be replaced or repaired.
CONTACT
This IN requires no specific action or written response. Please direct any questions about this
matter to the technical contact listed below or to the appropriate NRC project manager.
/RA/
/RA/
Lawrence E. Kokajko, Director
Michael C. Cheok, Acting Director
Division of Policy and Rulemaking
Division of Construction Inspections
Office of Nuclear Reactor Regulation
and Operational Programs
Office of New Reactors
Technical Contacts: Kenneth J. Karwoski, NRR
301-415-2752
E-mail: kenneth.karwoski@nrc.gov
ML13204A143; *concurred via e-mail
TAC MF2313 OFFICE
TECH EDITOR*
NRR/DE*
NRR/DE/EPNB*
NRR/DE/ESGB*
NRO/DE/CIB*
NAME
KKarwoski
KHoffman
GKulesa
DTerao
DATE
7/2/13
9/10/13
9/10/13
9/12/13
7/31/13 OFFICE NRR/DE/D
OIP/ICA
NRR/DPR/PGCB
NRR/DPR/PGCB
NRO/DCIP/D (A)
NAME
PHiland
SDembek
CHawes
MBanic
MCheok
DATE
9/17/13
9/10/13
9/23/13
9/23/13
9/25/13 OFFICE NRR/DPR/PGCB/BC (A)
NRR/DPR/DD
NRR/DPR/D
NAME
SStuchell
SBahadur
LKokajko
DATE
9/23/13
10/02/13
10/ 3 /13