ML13218A021: Difference between revisions

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| number = ML13218A021
| number = ML13218A021
| issue date = 08/07/2013
| issue date = 08/07/2013
| title = Licensee Slides, 08/07/13 Preapplication Meeting with Wolf Creek Nuclear Operating Corporation to Discuss Long-Term Corrective Actions for Water Hammer Events in the Essential Service Water System at Wolf Creek (TAC No. MF2457)
| title = Licensee Slides, 08/07/13 Preapplication Meeting with Wolf Creek Nuclear Operating Corporation to Discuss Long-Term Corrective Actions for Water Hammer Events in the Essential Service Water System at Wolf Creek
| author name =  
| author name =  
| author affiliation = Wolf Creek Nuclear Operating Corp
| author affiliation = Wolf Creek Nuclear Operating Corp
Line 9: Line 9:
| docket = 05000482
| docket = 05000482
| license number = NPF-042
| license number = NPF-042
| contact person = Lyon C F
| contact person = Lyon C
| case reference number = TAC MF2457
| case reference number = TAC MF2457
| document type = Meeting Briefing Package/Handouts, Slides and Viewgraphs
| document type = Meeting Briefing Package/Handouts, Slides and Viewgraphs
| page count = 13
| page count = 13
| project = TAC:MF2457
| stage = Meeting
}}
}}
=Text=
{{#Wiki_filter:WCNOC-NRC Pre-submittal Meeting Modification to Essential Service Water System August 7, 2013 1
Meeting Agenda
* Introduction of the team
* State the objectives of the meeting
* Describe the waterhammer phenomena
* Explain how this modification will address the issue
* Describe the approach to the modification 2
Presentation Objective Discuss the Wolf Creek Waterhammer Mitigation Modification 3
Project Team
* Rich Clemens          Vice President - Strategic Projects
* Russell Bowie          ESW Project Director
* Tom Sydnor            Water Hammer Mitigation PM
* Kamran Derakhshandegan ESW Project Engineer
* Larry Stevens          Licensing Engineer
* Rich Kokesh            Sargent & Lundy - Project Manager
* Tony Ryan              Sargent & Lundy - Lead Engineer
* Donald Graf            MPR Associates - Consultant 4
Description of the Total ESW Initiative
* Buried Piping Replacement Project (BPRP)
* Above Ground Replacement Project (AGRP)
* Waterhammer Mitigation Project
* ESW System Inspection and Repair Program 5
Description of the Waterhammer Mitigation Modification
* The use of a bypass line around the ESW Pump discharge valve
* The closure of the ESW Pump discharge valve for a fixed time period to force flow through the bypass
* The locking shut of ESW cross-tie valves
* A time-delay relay in-line to ESW Pump discharge valve open signal 6
Waterhammer Phenomena
* Present design results in a pressure transient (waterhammer) when ESW flow is initiated upon shutdown of the normal Service Water (SW) system 7
System Operation
: 1. Initiating event
: 2. Service water shutdown, system begins to drain down
: 3. EDG start
: 4. Sequencer operation
: 5. Cross-tie valve operation
: 6. Start ESW pumps
: 7. ESW flow in bypass mode
: 8. Main ESW Valves open, full flow of ESW 8
Effects of this Modification
: 1. Reduces system column closure effects
: 2. Reduction in pressure pulse
: 3. Reduction in piping loads
: 4. Remains within design specifications 9
Analytical Methods Used Computer modeling (vice hand calculation) using the same calculation methods as existing plant license
* Hydraulic network evaluation
* Void closure pressure - Joukowsky Equation 10
Conclusion
* The 50.59 process has concluded that prior NRC approval not required
* WCNOC intends to implement the proposed modifications to the ESW by completion of mid-cycle outage during spring of 2014.
11
Schedule for Implementation
* Complete design              Oct. 29, 2013
* Receive valves & materials    Jan. 6, 2014
* Fabrication of sub-assemblies Jan. 17, 2014
* Start outage                  Feb. 1, 2014
* Start-up                      April 2, 2014 12
Any questions or comments?
13}}

Latest revision as of 16:10, 4 November 2019

Licensee Slides, 08/07/13 Preapplication Meeting with Wolf Creek Nuclear Operating Corporation to Discuss Long-Term Corrective Actions for Water Hammer Events in the Essential Service Water System at Wolf Creek
ML13218A021
Person / Time
Site: Wolf Creek Wolf Creek Nuclear Operating Corporation icon.png
Issue date: 08/07/2013
From:
Wolf Creek
To:
Office of Nuclear Reactor Regulation
Lyon C
References
TAC MF2457
Download: ML13218A021 (13)


Text

WCNOC-NRC Pre-submittal Meeting Modification to Essential Service Water System August 7, 2013 1

Meeting Agenda

  • Introduction of the team
  • State the objectives of the meeting
  • Describe the waterhammer phenomena
  • Explain how this modification will address the issue
  • Describe the approach to the modification 2

Presentation Objective Discuss the Wolf Creek Waterhammer Mitigation Modification 3

Project Team

  • Rich Clemens Vice President - Strategic Projects
  • Russell Bowie ESW Project Director
  • Tom Sydnor Water Hammer Mitigation PM
  • Kamran Derakhshandegan ESW Project Engineer
  • Larry Stevens Licensing Engineer
  • Rich Kokesh Sargent & Lundy - Project Manager
  • Tony Ryan Sargent & Lundy - Lead Engineer

Description of the Total ESW Initiative

  • Buried Piping Replacement Project (BPRP)
  • Above Ground Replacement Project (AGRP)
  • Waterhammer Mitigation Project
  • ESW System Inspection and Repair Program 5

Description of the Waterhammer Mitigation Modification

  • The use of a bypass line around the ESW Pump discharge valve
  • The closure of the ESW Pump discharge valve for a fixed time period to force flow through the bypass
  • The locking shut of ESW cross-tie valves
  • A time-delay relay in-line to ESW Pump discharge valve open signal 6

Waterhammer Phenomena

  • Present design results in a pressure transient (waterhammer) when ESW flow is initiated upon shutdown of the normal Service Water (SW) system 7

System Operation

1. Initiating event
2. Service water shutdown, system begins to drain down
3. EDG start
4. Sequencer operation
5. Cross-tie valve operation
6. Start ESW pumps
7. ESW flow in bypass mode
8. Main ESW Valves open, full flow of ESW 8

Effects of this Modification

1. Reduces system column closure effects
2. Reduction in pressure pulse
3. Reduction in piping loads
4. Remains within design specifications 9

Analytical Methods Used Computer modeling (vice hand calculation) using the same calculation methods as existing plant license

  • Hydraulic network evaluation
  • Void closure pressure - Joukowsky Equation 10

Conclusion

  • The 50.59 process has concluded that prior NRC approval not required
  • WCNOC intends to implement the proposed modifications to the ESW by completion of mid-cycle outage during spring of 2014.

11

Schedule for Implementation

  • Complete design Oct. 29, 2013
  • Receive valves & materials Jan. 6, 2014
  • Fabrication of sub-assemblies Jan. 17, 2014
  • Start outage Feb. 1, 2014
  • Start-up April 2, 2014 12

Any questions or comments?

13