ML15238B667: Difference between revisions

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| issue date = 09/03/2015
| issue date = 09/03/2015
| title = MSFHI Public Table
| title = MSFHI Public Table
| author name = Breithaupt S A, Willingham M H
| author name = Breithaupt S, Willingham M
| author affiliation = NRC/NRO/DSEA/RHMB
| author affiliation = NRC/NRO/DSEA/RHMB
| addressee name =  
| addressee name =  
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| docket = 05000390, 05000391
| docket = 05000390, 05000391
| license number =  
| license number =  
| contact person = Willingham M H
| contact person = Willingham M
| case reference number = TAC MF5857, TAC MF5858
| case reference number = TAC MF5857, TAC MF5858
| package number = ML15239B287
| package number = ML15239B287
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=Text=
=Text=
{{#Wiki_filter:Watts Bar, Unit 1 and 2Table 1. Current Design Basis Flood Hazards for Use in the MSAMechanismStillwater Elevation Waves/ RunupReferenceDesign Basis Hazard ElevationLocal Intense Precipitation728.9 ft MSLMinimal728.9 ft MSLFHRR Section 3.4.1Failure of Dams and Onsite Water Control/Storage Structures731.2 ft MSLNot applicable731.2 ft MSL FHRR Table 11-1Streams and Rivers1)Diesel Generator Building739.2 ft MSL2.4 ft741.6 ft MSLFHRR Section 3.4.2FHRR Section 3.4.82)Intake Pumping Station739.2 ft MSL2.5 ft741.7 ft MSLFHRR Section 3.4.2FHRR Section 3.4.8Storm SurgeNot included in DBNot included in DBNot included in DBSeicheNot included in DBNot included in DBNot included in DBTsunamiNot included in DBNot included in DBNot included in DBIce-Induced FloodingNot included in DBNot included in DBNot included in DB Watts Bar, Unit 1 and 2Table 1. Current Design Basis Flood Hazards for Use in the MSAMechanismStillwater Elevation Waves/ RunupReferenceDesign Basis Hazard ElevationNote: Reported values are rounded to the nearest one-tenth of a foot.Channel Migrations/DiversionsNot included in DBNot included in DBNot included in DB Watts Bar, Unit 1 and 2Table 2. Reevaluated Flood Hazards for Flood-Causing Mechanisms for Use in the MSAMechanismStillwater Elevation Waves/ RunupReevaluated Hazard ElevationReferenceNote 2: Reevaluated hazard mechanisms bounded by the current design basis (see Table 1) are not included in this table.Note 3: Reported values are rounded to the nearest one-tenth of a foot.Local Intense Precipitation729.2 ft MSLMinimal729.2 ft MSLFHRR Table 11-1 Streams and Rivers Note 1:}}
{{#Wiki_filter:Watts Bar, Unit 1 and 2 Table 1. Current Design Basis Flood Hazards for Use in the MSA Mechanism              Stillwater    Waves/           Design Basis       Reference Elevation    Runup                Hazard Elevation Local Intense Precipitation 728.9 ft MSL  Minimal            728.9 ft MSL FHRR Section 3.4.1 Streams and Rivers
: 1) Diesel Generator Building    739.2 ft MSL    2.4 ft          741.6 ft MSL FHRR Section 3.4.2 FHRR Section 3.4.8
: 2) Intake Pumping Station        739.2 ft MSL    2.5 ft          741.7 ft MSL FHRR Section 3.4.2 FHRR Section 3.4.8 Failure of Dams and Onsite Water Control/Storage Structures 731.2 ft MSL      Not            731.2 ft MSL FHRR Table 11-1 applicable Storm Surge Not included  Not included        Not included FHRR Section 3.4.4 in DB        in DB                in DB Seiche Not included  Not included        Not included FHRR Section 3.4.4 in DB        in DB                in DB Tsunami Not included Not included       Not included FHRR Section 3.4.5 in DB        in DB                in DB Ice-Induced Flooding Not included  Not included       Not included  FHRR Section 3.4.6 in DB        in DB                in DB
 
Watts Bar, Unit 1 and 2 Table 1. Current Design Basis Flood Hazards for Use in the MSA Mechanism                Stillwater      Waves/           Design Basis     Reference Elevation        Runup                Hazard Elevation Channel Migrations/Diversions Not included    Not included        Not included FHRR Section 3.4.7 in DB          in DB                in DB Note: Reported values are rounded to the nearest one-tenth of a foot.
 
Watts Bar, Unit 1 and 2 Table 2. Reevaluated Flood Hazards for Flood-Causing Mechanisms for Use in the MSA Mechanism                  Stillwater        Waves/           Reevaluated            Reference Elevation          Runup                Hazard Elevation Local Intense Precipitation 729.2 ft MSL        Minimal          729.2 ft MSL      FHRR Table 11-1 Streams and Rivers
[Redacted]                          [Redacted]        [Redacted]        [Redacted]        [Redacted]
Note 1: The licensee is expected to develop flood event duration parameters and applicable flood associated effects to conduct the MSA. The staff will evaluate the flood event duration parameters (including warning time and period of inundation) and flood associated effects during its review of the MSA.
Note 2: Reevaluated hazard mechanisms bounded by the current design basis (see Table 1) are not included in this table.
Note 3: Reported values are rounded to the nearest one-tenth of a foot.}}

Latest revision as of 08:22, 31 October 2019

MSFHI Public Table
ML15238B667
Person / Time
Site: Watts Bar  Tennessee Valley Authority icon.png
Issue date: 09/03/2015
From: Breithaupt S, Willingham M
NRC/NRO/DSEA/RHMB
To:
Willingham M
Shared Package
ML15239B287 List:
References
TAC MF5857, TAC MF5858
Download: ML15238B667 (3)
v • d • e


Text

Watts Bar, Unit 1 and 2 Table 1. Current Design Basis Flood Hazards for Use in the MSA Mechanism Stillwater Waves/ Design Basis Reference Elevation Runup Hazard Elevation Local Intense Precipitation 728.9 ft MSL Minimal 728.9 ft MSL FHRR Section 3.4.1 Streams and Rivers

1) Diesel Generator Building 739.2 ft MSL 2.4 ft 741.6 ft MSL FHRR Section 3.4.2 FHRR Section 3.4.8
2) Intake Pumping Station 739.2 ft MSL 2.5 ft 741.7 ft MSL FHRR Section 3.4.2 FHRR Section 3.4.8 Failure of Dams and Onsite Water Control/Storage Structures 731.2 ft MSL Not 731.2 ft MSL FHRR Table 11-1 applicable Storm Surge Not included Not included Not included FHRR Section 3.4.4 in DB in DB in DB Seiche Not included Not included Not included FHRR Section 3.4.4 in DB in DB in DB Tsunami Not included Not included Not included FHRR Section 3.4.5 in DB in DB in DB Ice-Induced Flooding Not included Not included Not included FHRR Section 3.4.6 in DB in DB in DB

Watts Bar, Unit 1 and 2 Table 1. Current Design Basis Flood Hazards for Use in the MSA Mechanism Stillwater Waves/ Design Basis Reference Elevation Runup Hazard Elevation Channel Migrations/Diversions Not included Not included Not included FHRR Section 3.4.7 in DB in DB in DB Note: Reported values are rounded to the nearest one-tenth of a foot.

Watts Bar, Unit 1 and 2 Table 2. Reevaluated Flood Hazards for Flood-Causing Mechanisms for Use in the MSA Mechanism Stillwater Waves/ Reevaluated Reference Elevation Runup Hazard Elevation Local Intense Precipitation 729.2 ft MSL Minimal 729.2 ft MSL FHRR Table 11-1 Streams and Rivers

[Redacted] [Redacted] [Redacted] [Redacted] [Redacted]

Note 1: The licensee is expected to develop flood event duration parameters and applicable flood associated effects to conduct the MSA. The staff will evaluate the flood event duration parameters (including warning time and period of inundation) and flood associated effects during its review of the MSA.

Note 2: Reevaluated hazard mechanisms bounded by the current design basis (see Table 1) are not included in this table.

Note 3: Reported values are rounded to the nearest one-tenth of a foot.

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