Information Notice 2006-17, Recent Operating Experience of Service Water Systems Due to External Conditions: Difference between revisions
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{{#Wiki_filter:UNITED STATES | {{#Wiki_filter:UNITED STATES | ||
NUCLEAR REGULATORY COMMISSION | ===NUCLEAR REGULATORY COMMISSION=== | ||
OFFICE OF NUCLEAR REACTOR REGULATION | |||
WASHINGTON, DC 20555-0001 | |||
===July 31, 2006=== | |||
NRC INFORMATION NOTICE 2006-17: | |||
===RECENT OPERATING EXPERIENCE OF=== | |||
SERVICE WATER SYSTEMS DUE TO | SERVICE WATER SYSTEMS DUE TO | ||
EXTERNAL CONDITIONS | ===EXTERNAL CONDITIONS=== | ||
==ADDRESSEES== | ==ADDRESSEES== | ||
| Line 38: | Line 41: | ||
addressees of operating experience within the past few years affecting the operability of the | addressees of operating experience within the past few years affecting the operability of the | ||
service water system at several nuclear power plants. The NRC expects that recipients will | service water system at several nuclear power plants. 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 | ||
avoid similar problems. However, suggestions contained in this IN are not NRC requirements; | avoid similar problems. However, suggestions contained in this IN are not NRC requirements; | ||
therefore, no specific action or written response is required. | therefore, no specific action or written response is required. | ||
| Line 48: | Line 51: | ||
During 2004 through 2005, 15 events occurred related to blockages in service water systems. | During 2004 through 2005, 15 events occurred related to blockages in service water systems. | ||
These events were primarily self-revealing. The various blocking agents included silt, sand, small rocks, grass or weeds, frazil ice, and small aquatic fauna, such as fish. All these events | These events were primarily self-revealing. The various blocking agents included silt, sand, small rocks, grass or weeds, frazil ice, and small aquatic fauna, such as fish. All these events | ||
were of low safety significance but illustrate the susceptibility of the safety-significant service | were of low safety significance but illustrate the susceptibility of the safety-significant service | ||
water system. For instance, in September 2005, NRC inspectors identified a condition at Fort | water system. For instance, in September 2005, NRC inspectors identified a condition at Fort | ||
Calhoun that allowed small rocks to regularly enter the raw water system, contribute to tripping | Calhoun that allowed small rocks to regularly enter the raw water system, contribute to tripping | ||
| Line 59: | Line 62: | ||
Report 50-285/2005-11, Agencywide Documents Access and Management System (ADAMS) | Report 50-285/2005-11, Agencywide Documents Access and Management System (ADAMS) | ||
Accession No. ML052920543). In June 2005, NRC inspectors found a portion of a service | Accession No. ML052920543). In June 2005, NRC inspectors found a portion of a service | ||
water accumulator outlet line at Salem to be nearly full of silt (NRC Inspection | water accumulator outlet line at Salem to be nearly full of silt (NRC Inspection | ||
| Line 69: | Line 72: | ||
On December 2, 2004, crude oil was found leaking from a ship (Athos I) on the Delaware River | On December 2, 2004, crude oil was found leaking from a ship (Athos I) on the Delaware River | ||
upstream of the Salem and Hope Creek Generating Stations. To mitigate the potential for oil | upstream of the Salem and Hope Creek Generating Stations. To mitigate the potential for oil | ||
intrusion into the cooling water systems, the licensee placed booms around the intake | intrusion into the cooling water systems, the licensee placed booms around the intake | ||
structures at both stations. The booms are effective at controlling oil that is at or near the | structures at both stations. The booms are effective at controlling oil that is at or near the | ||
surface; however, the effectiveness of the booms was lessened because the spilled oil was | surface; however, the effectiveness of the booms was lessened because the spilled oil was | ||
"heavy" crude and was suspended at varying depths in the river. On December 3, 2004, the | "heavy" crude and was suspended at varying depths in the river. On December 3, 2004, the | ||
licensee commenced shutdown of both Salem units due to the conditions on the river. There | licensee commenced shutdown of both Salem units due to the conditions on the river. There | ||
were no issues associated with the shutdowns. Hope Creek was already shut down for a | were no issues associated with the shutdowns. Hope Creek was already shut down for a | ||
refueling outage. The licensee restarted both Salem units after review of heat exchanger | refueling outage. The licensee restarted both Salem units after review of heat exchanger | ||
performance and monitoring of the oil spill. | performance and monitoring of the oil spill. | ||
| Line 92: | Line 95: | ||
unexpected pressure drop in both loops of service water, high differential pressure alarms on | unexpected pressure drop in both loops of service water, high differential pressure alarms on | ||
both strainers, and isolation of the nonessential service water loads. Both trains exceeded the | both strainers, and isolation of the nonessential service water loads. Both trains exceeded the | ||
differential pressure operability limit of 15 psid. Backwash automatically initiated and | differential pressure operability limit of 15 psid. Backwash automatically initiated and | ||
successfully cleaned the Loop A strainer, but the analogous action for Loop B did not succeed | successfully cleaned the Loop A strainer, but the analogous action for Loop B did not succeed | ||
in cleaning the strainer. Operators opened the strainer bypass valve to restore service water | in cleaning the strainer. Operators opened the strainer bypass valve to restore service water | ||
flow and subsequently cleaned both strainers. | flow and subsequently cleaned both strainers. | ||
| Line 104: | Line 107: | ||
On October 20, 2005, while preparing for online maintenance of the service water system, operators started a fourth service water pump and received high differential pressure alarms on | On October 20, 2005, while preparing for online maintenance of the service water system, operators started a fourth service water pump and received high differential pressure alarms on | ||
both Loops A and B. The automatic backwash did not sufficiently decrease the differential | both Loops A and B. The automatic backwash did not sufficiently decrease the differential | ||
pressure, and operators bypassed the strainer. Following these actions, the service water | pressure, and operators bypassed the strainer. Following these actions, the service water | ||
system header pressures returned to normal. During the event, operators declared both loops | system header pressures returned to normal. During the event, operators declared both loops | ||
of service water inoperable. Both loops exceeded the strainer differential pressure structural | of service water inoperable. Both loops exceeded the strainer differential pressure structural | ||
integrity limit of 15 psid. The high differential pressure across the strainers was the result of | integrity limit of 15 psid. The high differential pressure across the strainers was the result of | ||
debris (small rocks and sediment) introduced by the start of the fourth pump. With both loops | debris (small rocks and sediment) introduced by the start of the fourth pump. With both loops | ||
of service water inoperable, operators declared both emergency diesel generators inoperable. | of service water inoperable, operators declared both emergency diesel generators inoperable. | ||
| Line 129: | Line 132: | ||
identified that a centrifugal charging pump backup cooling line from the essential raw cooling | identified that a centrifugal charging pump backup cooling line from the essential raw cooling | ||
water system was completely blocked with silt. Approximately 2.5 gallons of muddy paste | water system was completely blocked with silt. Approximately 2.5 gallons of muddy paste | ||
passed through the 1-inch drain valve before the valve became blocked. The line had to be | passed through the 1-inch drain valve before the valve became blocked. The line had to be | ||
cleared mechanically. This line is significant in that this is the only high head pump with a | cleared mechanically. This line is significant in that this is the only high head pump with a | ||
backup source of cooling water (NRC Inspection Report 50-390, 391/2004-05, ADAMS | backup source of cooling water (NRC Inspection Report 50-390, 391/2004-05, ADAMS | ||
| Line 144: | Line 147: | ||
In both events, for a few minutes service water flow was lost to the nonessential header and | In both events, for a few minutes service water flow was lost to the nonessential header and | ||
greatly reduced to the essential headers. In each case, the successful Loop A automatic | greatly reduced to the essential headers. In each case, the successful Loop A automatic | ||
backwash precluded the need for a manual scram, which would have been required if the loss of turbine equipment cooling water had been prolonged. In each event, the Loop B filtering | backwash precluded the need for a manual scram, which would have been required if the loss of turbine equipment cooling water had been prolonged. In each event, the Loop B filtering | ||
function was overwhelmed by the inrush of sediment. The Loop B automatic backwash function | function was overwhelmed by the inrush of sediment. The Loop B automatic backwash function | ||
failed due to the lack of downstream pressure, which provides the motive force for the | failed due to the lack of downstream pressure, which provides the motive force for the | ||
backwashing operation. The licensee believes that the contributing external factor was the low | backwashing operation. The licensee believes that the contributing external factor was the low | ||
level of the Missouri River, the source of the service water system. Both of these events | level of the Missouri River, the source of the service water system. Both of these events | ||
occurred during autumn, following the navigation season. A weir wall is installed in the river in | occurred during autumn, following the navigation season. A weir wall is installed in the river in | ||
front of the intake structure. The low river level caused an increased portion of the water that | front of the intake structure. The low river level caused an increased portion of the water that | ||
flows into the intake structure to go around (rather than over) the weir wall and jet into the | flows into the intake structure to go around (rather than over) the weir wall and jet into the | ||
service water bay. This circuitous flow entrained more sand due to the high flow and deposited | service water bay. This circuitous flow entrained more sand due to the high flow and deposited | ||
it in the intake structure near the service water pump intakes in the low-flow areas. | it in the intake structure near the service water pump intakes in the low-flow areas. | ||
| Line 182: | Line 185: | ||
examine the intake structure basin for silt, debris, and deterioration (including corrosion), using | examine the intake structure basin for silt, debris, and deterioration (including corrosion), using | ||
divers or by dewatering the intake structure bay. At the time of the event, the licensee had not | divers or by dewatering the intake structure bay. At the time of the event, the licensee had not | ||
examined the intake structure bay to assess its condition. | examined the intake structure bay to assess its condition. | ||
| Line 189: | Line 192: | ||
The licensee generated 13 problem evaluation reports from early 2002 through late 2005 for | The licensee generated 13 problem evaluation reports from early 2002 through late 2005 for | ||
blockages identified in raw cooling water lines. The licensee identified silt accumulation in | blockages identified in raw cooling water lines. The licensee identified silt accumulation in | ||
portions of systems providing raw cooling water for both essential and nonessential purposes | portions of systems providing raw cooling water for both essential and nonessential purposes | ||
and for high pressure water for fire protection. These accumulations were identified in both | and for high pressure water for fire protection. These accumulations were identified in both | ||
stagnant and active cooling water lines, typically in system low points and in piping with low | stagnant and active cooling water lines, typically in system low points and in piping with low | ||
water velocity. In 1999 and 2002, clam accumulations resulted from missed biocide treatments. | water velocity. In 1999 and 2002, clam accumulations resulted from missed biocide treatments. | ||
The licensee implemented periodic ultrasonic testing and flushing to identify and minimize | The licensee implemented periodic ultrasonic testing and flushing to identify and minimize | ||
blockages due to silt and clam accumulations. The initial frequency of ultrasonic testing was | blockages due to silt and clam accumulations. The initial frequency of ultrasonic testing was | ||
every 6 months, later shortened to every 3 months. However, the licensee determined that this | every 6 months, later shortened to every 3 months. However, the licensee determined that this | ||
program did not cover all susceptible lines and components. | program did not cover all susceptible lines and components. | ||
| Line 209: | Line 212: | ||
The centrifugal charging pump backup cooling line was not included in the ultrasonic testing | The centrifugal charging pump backup cooling line was not included in the ultrasonic testing | ||
monitoring program. In 2000, a maintenance rule panel review left the flushing frequency for | monitoring program. In 2000, a maintenance rule panel review left the flushing frequency for | ||
this line at 18 months, not recognizing the consequences of silt accumulation. This conclusion | this line at 18 months, not recognizing the consequences of silt accumulation. This conclusion | ||
was consistent with the general site perception that silt accumulation was not a significant | was consistent with the general site perception that silt accumulation was not a significant | ||
problem. The blockage was found by means of an 18-month manual valve test. Most other | problem. The blockage was found by means of an 18-month manual valve test. Most other | ||
lines were being flushed or tested every 3 months. This issue resulted in a White finding in the | lines were being flushed or tested every 3 months. This issue resulted in a White finding in the | ||
NRCs Significance Determination Process. | NRCs Significance Determination Process. | ||
| Line 223: | Line 226: | ||
Raw water systems draw from a section of the Tennessee River downstream of the Watts Bar | Raw water systems draw from a section of the Tennessee River downstream of the Watts Bar | ||
dam. The suspended solids count in the river water increases after periods of heavy rains | dam. The suspended solids count in the river water increases after periods of heavy rains | ||
upstream. The suspended solids are transported into the affected systems where they settle at | upstream. The suspended solids are transported into the affected systems where they settle at | ||
points with low fluid velocities. The licensees corrective actions for the violation included increasing the frequency of ultrasonic | points with low fluid velocities. The licensees corrective actions for the violation included increasing the frequency of ultrasonic | ||
| Line 232: | Line 235: | ||
Lessons learned included the following observations: | Lessons learned included the following observations: | ||
* | * | ||
Silt accumulation in smaller diameter lines may not flush as readily as in larger diameter | |||
lines. | lines. | ||
* | * | ||
Silt accumulates in stagnant lines off the main headers. | |||
* | * | ||
Lines with a vertical drop off the main headers are more susceptible to silt accumulation | |||
than lines with horizontal legs off the main headers. | than lines with horizontal legs off the main headers. | ||
| Line 248: | Line 254: | ||
NRC GL 89-13 lists the following five recommendations for licensees: | NRC GL 89-13 lists the following five recommendations for licensees: | ||
* | * | ||
Significantly reduce the incidence of flow blockage problems resulting from biofouling. | |||
* | * | ||
Conduct a test program to verify the heat transfer capability of all safety-related heat | |||
exchangers cooled by service water, including initial and periodic retesting. | exchangers cooled by service water, including initial and periodic retesting. | ||
* | * | ||
Ensure by a routine inspection and maintenance program for open-cycle service water | |||
system piping and components that corrosion, erosion, protective coating failure, silting, and biofouling cannot degrade the performance of the safety-related systems supplied | system piping and components that corrosion, erosion, protective coating failure, silting, and biofouling cannot degrade the performance of the safety-related systems supplied | ||
| Line 260: | Line 269: | ||
by service water. | by service water. | ||
* | * | ||
Confirm that the service water system will perform its intended function in accordance | |||
with the licensing basis for the plant. | with the licensing basis for the plant. | ||
* | * | ||
Confirm that maintenance practices, operating and emergency procedures, and training | |||
that involves the service water system are adequate for ensuring that safety-related | that involves the service water system are adequate for ensuring that safety-related | ||
| Line 272: | Line 283: | ||
operators of this equipment will perform effectively. | operators of this equipment will perform effectively. | ||
NRC Information Notice 2004-07: Plugging of Safety Injection Pump Lubrication Oil Coolers | NRC Information Notice 2004-07: Plugging of Safety Injection Pump Lubrication Oil Coolers | ||
with Lakeweed | with Lakeweed | ||
| Line 284: | Line 295: | ||
The above events involve instances in which sediment and debris has blocked flow in one or | The above events involve instances in which sediment and debris has blocked flow in one or | ||
more service water lines. A number of the events described above involved the failure to take | more service water lines. A number of the events described above involved the failure to take | ||
adequate and timely corrective actions that could have prevented the event from occurring. | adequate and timely corrective actions that could have prevented the event from occurring. | ||
| Line 293: | Line 304: | ||
==CONTACT== | ==CONTACT== | ||
This information notice requires no specific action or written response. Please direct any | This information notice requires no specific action or written response. Please direct any | ||
questions about this matter to the technical contacts listed below. | questions about this matter to the technical contacts listed below. | ||
/RA/ | /RA/ | ||
===Ho K. Nieh, Acting Director=== | |||
Division of Policy and Rulemaking | Division of Policy and Rulemaking | ||
Office of Nuclear Reactor Regulation | ===Office of Nuclear Reactor Regulation=== | ||
Technical Contacts: John D. Hanna, NRC/RIV | |||
Jonathan Bartley, NRC/RII | |||
402-426-9611 | |||
423-365-5487 E-mail: jdh1@nrc.gov | |||
E-mail: jhb1@nrc.gov | |||
C. Vernon Hodge, NRR/DIRS | C. Vernon Hodge, NRR/DIRS | ||
301-415-1861 E-mail: cvh@nrc.gov | 301-415-1861 E-mail: cvh@nrc.gov | ||
Note: NRC generic communications may be found on the NRC public Web site, http://www.nrc.gov, under Electronic Reading Room/Document Collections. | |||
ML061510292 OFFICE | |||
IOEB:DIRS | |||
TECH EDITOR | |||
RIV:DRP:RPB-E/FCS | |||
ADRO:DORL:LPL4 NAME | |||
CVHodge | |||
HChang (by e-mail) | |||
JDHanna (by e-mail) | |||
BJBenney | |||
DATE | |||
7/11/2006 | |||
06/14/2006 | |||
5/18/2006 | |||
7/12/2006 OFFICE | |||
RII:DRP:RPB6:WBRO | |||
ADRO:DORL:LPL2-2 ADRO:DORL:LPL1-2 TL:IOEB:DIRS | |||
NAME | |||
JHBartley (by email) | |||
DVPickett | |||
SNBailey | |||
ICJung | |||
DATE | |||
6/29/2006 | |||
7/18/2006 | |||
7/ 19 /2006 | |||
7/20/2006 OFFICE | |||
PGCB:DPR | |||
LA:PGCB:DPR | |||
BC:PGCB:DPR | |||
D:DPR(A) | |||
NAME | |||
DBeaulieu | |||
CHawes via e-mail | |||
CJackson | |||
HNieh (JLubinski) | |||
DATE | |||
07/28/2006 | |||
07 /28 /2006 | |||
08/01/2006 | |||
08/01/2006}} | |||
{{Information notice-Nav}} | {{Information notice-Nav}} | ||
Latest revision as of 08:40, 15 January 2025
| ML061510292 | |
| Person / Time | |
|---|---|
| Issue date: | 07/31/2006 |
| From: | Ho Nieh NRC/NRR/ADRA/DPR |
| To: | |
| C. Vernon Hodge, NRR/DIRS/IOEB | |
| References | |
| IN-06-017 | |
| Download: ML061510292 (6) | |
UNITED STATES
NUCLEAR REGULATORY COMMISSION
OFFICE OF NUCLEAR REACTOR REGULATION
WASHINGTON, DC 20555-0001
July 31, 2006
NRC INFORMATION NOTICE 2006-17:
RECENT OPERATING EXPERIENCE OF
SERVICE WATER SYSTEMS DUE TO
EXTERNAL CONDITIONS
ADDRESSEES
All holders of operating licenses for nuclear power reactors, except those who have
permanently ceased operations and have certified that fuel has been permanently removed
from the reactor vessel.
PURPOSE
The U.S. Nuclear Regulatory Commission (NRC) is issuing this information notice (IN) to inform
addressees of operating experience within the past few years affecting the operability of the
service water system at several nuclear power plants. The NRC expects that recipients will
review the information for applicability to their facilities and consider actions, as appropriate, to
avoid similar problems. However, suggestions contained in this IN are not NRC requirements;
therefore, no specific action or written response is required.
DESCRIPTION OF CIRCUMSTANCES
During 2004 through 2005, 15 events occurred related to blockages in service water systems.
These events were primarily self-revealing. The various blocking agents included silt, sand, small rocks, grass or weeds, frazil ice, and small aquatic fauna, such as fish. All these events
were of low safety significance but illustrate the susceptibility of the safety-significant service
water system. For instance, in September 2005, NRC inspectors identified a condition at Fort
Calhoun that allowed small rocks to regularly enter the raw water system, contribute to tripping
of a pump and strainer motors, and interfere with traveling screen operation (NRC Inspection
Report 50-285/2005-11, Agencywide Documents Access and Management System (ADAMS)
Accession No. ML052920543). In June 2005, NRC inspectors found a portion of a service
water accumulator outlet line at Salem to be nearly full of silt (NRC Inspection
Report 50-272/2005-03, ADAMS Accession No. ML052090344).
Salem - Hope Creek Nuclear Power Plants
On December 2, 2004, crude oil was found leaking from a ship (Athos I) on the Delaware River
upstream of the Salem and Hope Creek Generating Stations. To mitigate the potential for oil
intrusion into the cooling water systems, the licensee placed booms around the intake
structures at both stations. The booms are effective at controlling oil that is at or near the
surface; however, the effectiveness of the booms was lessened because the spilled oil was
"heavy" crude and was suspended at varying depths in the river. On December 3, 2004, the
licensee commenced shutdown of both Salem units due to the conditions on the river. There
were no issues associated with the shutdowns. Hope Creek was already shut down for a
refueling outage. The licensee restarted both Salem units after review of heat exchanger
performance and monitoring of the oil spill.
Cooper Nuclear Station
On November 20, 2004, the service water system was clogged with sediment, resulting in an
unexpected pressure drop in both loops of service water, high differential pressure alarms on
both strainers, and isolation of the nonessential service water loads. Both trains exceeded the
differential pressure operability limit of 15 psid. Backwash automatically initiated and
successfully cleaned the Loop A strainer, but the analogous action for Loop B did not succeed
in cleaning the strainer. Operators opened the strainer bypass valve to restore service water
flow and subsequently cleaned both strainers.
On October 20, 2005, while preparing for online maintenance of the service water system, operators started a fourth service water pump and received high differential pressure alarms on
both Loops A and B. The automatic backwash did not sufficiently decrease the differential
pressure, and operators bypassed the strainer. Following these actions, the service water
system header pressures returned to normal. During the event, operators declared both loops
of service water inoperable. Both loops exceeded the strainer differential pressure structural
integrity limit of 15 psid. The high differential pressure across the strainers was the result of
debris (small rocks and sediment) introduced by the start of the fourth pump. With both loops
of service water inoperable, operators declared both emergency diesel generators inoperable.
In 2005, the NRC Region IV office organized a special inspection based on the repetitive nature
of this type of event (NRC Inspection Report 50-298/2005-15, ADAMS Accession
No. ML061160027).
Watts Bar Nuclear Plant
On November 22, 2004, while performing a manual valve exercising procedure, the licensee
identified that a centrifugal charging pump backup cooling line from the essential raw cooling
water system was completely blocked with silt. Approximately 2.5 gallons of muddy paste
passed through the 1-inch drain valve before the valve became blocked. The line had to be
cleared mechanically. This line is significant in that this is the only high head pump with a
backup source of cooling water (NRC Inspection Report 50-390, 391/2004-05, ADAMS
Accession No. ML050280344).
DISCUSSION
Cooper Nuclear Station
In both events, for a few minutes service water flow was lost to the nonessential header and
greatly reduced to the essential headers. In each case, the successful Loop A automatic
backwash precluded the need for a manual scram, which would have been required if the loss of turbine equipment cooling water had been prolonged. In each event, the Loop B filtering
function was overwhelmed by the inrush of sediment. The Loop B automatic backwash function
failed due to the lack of downstream pressure, which provides the motive force for the
backwashing operation. The licensee believes that the contributing external factor was the low
level of the Missouri River, the source of the service water system. Both of these events
occurred during autumn, following the navigation season. A weir wall is installed in the river in
front of the intake structure. The low river level caused an increased portion of the water that
flows into the intake structure to go around (rather than over) the weir wall and jet into the
service water bay. This circuitous flow entrained more sand due to the high flow and deposited
it in the intake structure near the service water pump intakes in the low-flow areas.
At the time of the October 2005 event, the licensee had not completed its actions to modify the
setpoint for automatic backwash of the strainer, alter the strainer intermittent backwash
frequency, modify the strainer differential pressure alarm setpoint, and implement weir-wall and
traveling-screen modifications.
NRC inspectors noted that the licensee had not performed certain actions committed to in its
response to NRC Generic Letter (GL) 89-13, Service Water System Problems Affecting
Safety-Related Equipment, specifically to periodically monitor silt levels and to periodically
examine the intake structure basin for silt, debris, and deterioration (including corrosion), using
divers or by dewatering the intake structure bay. At the time of the event, the licensee had not
examined the intake structure bay to assess its condition.
Watts Bar Nuclear Plant
The licensee generated 13 problem evaluation reports from early 2002 through late 2005 for
blockages identified in raw cooling water lines. The licensee identified silt accumulation in
portions of systems providing raw cooling water for both essential and nonessential purposes
and for high pressure water for fire protection. These accumulations were identified in both
stagnant and active cooling water lines, typically in system low points and in piping with low
water velocity. In 1999 and 2002, clam accumulations resulted from missed biocide treatments.
The licensee implemented periodic ultrasonic testing and flushing to identify and minimize
blockages due to silt and clam accumulations. The initial frequency of ultrasonic testing was
every 6 months, later shortened to every 3 months. However, the licensee determined that this
program did not cover all susceptible lines and components.
The centrifugal charging pump backup cooling line was not included in the ultrasonic testing
monitoring program. In 2000, a maintenance rule panel review left the flushing frequency for
this line at 18 months, not recognizing the consequences of silt accumulation. This conclusion
was consistent with the general site perception that silt accumulation was not a significant
problem. The blockage was found by means of an 18-month manual valve test. Most other
lines were being flushed or tested every 3 months. This issue resulted in a White finding in the
NRCs Significance Determination Process.
Raw water systems draw from a section of the Tennessee River downstream of the Watts Bar
dam. The suspended solids count in the river water increases after periods of heavy rains
upstream. The suspended solids are transported into the affected systems where they settle at
points with low fluid velocities. The licensees corrective actions for the violation included increasing the frequency of ultrasonic
testing, developing higher velocity flush procedures, and modifying systems to improve flushing.
Lessons learned included the following observations:
Silt accumulation in smaller diameter lines may not flush as readily as in larger diameter
lines.
Silt accumulates in stagnant lines off the main headers.
Lines with a vertical drop off the main headers are more susceptible to silt accumulation
than lines with horizontal legs off the main headers.
RELEVANT GENERIC COMMUNICATIONS
NRC Generic Letter 89-13, Service Water System Problems Affecting Safety-Related
Equipment
NRC GL 89-13 lists the following five recommendations for licensees:
Significantly reduce the incidence of flow blockage problems resulting from biofouling.
Conduct a test program to verify the heat transfer capability of all safety-related heat
exchangers cooled by service water, including initial and periodic retesting.
Ensure by a routine inspection and maintenance program for open-cycle service water
system piping and components that corrosion, erosion, protective coating failure, silting, and biofouling cannot degrade the performance of the safety-related systems supplied
by service water.
Confirm that the service water system will perform its intended function in accordance
with the licensing basis for the plant.
Confirm that maintenance practices, operating and emergency procedures, and training
that involves the service water system are adequate for ensuring that safety-related
equipment cooled by the service water system will function as intended and that
operators of this equipment will perform effectively.
NRC Information Notice 2004-07: Plugging of Safety Injection Pump Lubrication Oil Coolers
with Lakeweed
NRC IN 2004-07 also discusses operating experience related to service water system
susceptibilities due to external events.
CONCLUSION
The above events involve instances in which sediment and debris has blocked flow in one or
more service water lines. A number of the events described above involved the failure to take
adequate and timely corrective actions that could have prevented the event from occurring.
Often there were multiple previous occurrences that could have alerted licensees to take more
aggressive or broader corrective actions.
CONTACT
This information notice requires no specific action or written response. Please direct any
questions about this matter to the technical contacts listed below.
/RA/
Ho K. Nieh, Acting Director
Division of Policy and Rulemaking
Office of Nuclear Reactor Regulation
Technical Contacts: John D. Hanna, NRC/RIV
Jonathan Bartley, NRC/RII
402-426-9611
423-365-5487 E-mail: jdh1@nrc.gov
E-mail: jhb1@nrc.gov
C. Vernon Hodge, NRR/DIRS
301-415-1861 E-mail: cvh@nrc.gov
Note: NRC generic communications may be found on the NRC public Web site, http://www.nrc.gov, under Electronic Reading Room/Document Collections.
ML061510292 OFFICE
IOEB:DIRS
TECH EDITOR
RIV:DRP:RPB-E/FCS
ADRO:DORL:LPL4 NAME
CVHodge
HChang (by e-mail)
JDHanna (by e-mail)
BJBenney
DATE
7/11/2006
06/14/2006
5/18/2006
7/12/2006 OFFICE
RII:DRP:RPB6:WBRO
ADRO:DORL:LPL2-2 ADRO:DORL:LPL1-2 TL:IOEB:DIRS
NAME
JHBartley (by email)
DVPickett
SNBailey
ICJung
DATE
6/29/2006
7/18/2006
7/ 19 /2006
7/20/2006 OFFICE
PGCB:DPR
LA:PGCB:DPR
BC:PGCB:DPR
D:DPR(A)
NAME
DBeaulieu
CHawes via e-mail
CJackson
HNieh (JLubinski)
DATE
07/28/2006
07 /28 /2006
08/01/2006
08/01/2006