Reservoir Data: Difference between revisions
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[[Category:Dam Breach Inundation Analysis]] | [[Category:Dam Breach Inundation Analysis]] | ||
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Kennick Reservoir from a bridge. | |||
(Image Source: [https://commons.wikimedia.org/wiki/File:Kennick_Reservoir,_Dartmoor,_July_2020.jpg Wikipedia]) | |||
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In order to simulate failure of a dam and estimate the impacts of the resultant flood wave, stage-storage information for the full depth of the reservoir is required. This can often be obtained from historical design or [[construction]] records. If significant changes to storage are anticipated due to [[sedimentation]] or other causes, bathymetric [[survey]] can be used to develop updated stage-storage information for the reservoir. | In order to simulate failure of a dam and estimate the impacts of the resultant flood wave, stage-storage information for the full depth of the reservoir is required. This can often be obtained from historical design or [[construction]] records. If significant changes to storage are anticipated due to [[sedimentation]] or other causes, bathymetric [[survey]] can be used to develop updated stage-storage information for the reservoir. | ||
Latest revision as of 16:58, 21 July 2023
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| Kennick Reservoir from a bridge.
(Image Source: Wikipedia) |
In order to simulate failure of a dam and estimate the impacts of the resultant flood wave, stage-storage information for the full depth of the reservoir is required. This can often be obtained from historical design or construction records. If significant changes to storage are anticipated due to sedimentation or other causes, bathymetric survey can be used to develop updated stage-storage information for the reservoir.
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Revision ID: 7399
Revision Date: 07/21/2023