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    Hydrological Risk Assessment of Old Dams: Case Study on Wilson Dam of Tennessee River Basin

    Source: Journal of Hydrologic Engineering:;2012:;Volume ( 017 ):;issue: 001
    Author:
    Abebe S. Gebregiorgis
    ,
    Faisal Hossain
    DOI: 10.1061/(ASCE)HE.1943-5584.0000410
    Publisher: American Society of Civil Engineers
    Abstract: This case study presents a risk analysis reassessment for the oldest dam in the Tennessee River basin—the Wilson Dam—based on postdam flow data. The hydrologic risk of old Wilson Dam was computed from historical flow data (spanning pre and postdam periods) and reservoir volume at the dam site. Additional flow data not previously used in the design phase of the dam helped to update more robustly the probability of flood occurrence that exceeded a particular return period during the life of a dam. The generalized extreme value (GEV) distribution was fitted to historical peak flow (at the dam site) and annual maximum reservoir volume using the
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      Hydrological Risk Assessment of Old Dams: Case Study on Wilson Dam of Tennessee River Basin

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    http://yetl.yabesh.ir/yetl1/handle/yetl/63289
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    contributor authorAbebe S. Gebregiorgis
    contributor authorFaisal Hossain
    date accessioned2017-05-08T21:49:04Z
    date available2017-05-08T21:49:04Z
    date copyrightJanuary 2012
    date issued2012
    identifier other%28asce%29he%2E1943-5584%2E0000431.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/63289
    description abstractThis case study presents a risk analysis reassessment for the oldest dam in the Tennessee River basin—the Wilson Dam—based on postdam flow data. The hydrologic risk of old Wilson Dam was computed from historical flow data (spanning pre and postdam periods) and reservoir volume at the dam site. Additional flow data not previously used in the design phase of the dam helped to update more robustly the probability of flood occurrence that exceeded a particular return period during the life of a dam. The generalized extreme value (GEV) distribution was fitted to historical peak flow (at the dam site) and annual maximum reservoir volume using the
    publisherAmerican Society of Civil Engineers
    titleHydrological Risk Assessment of Old Dams: Case Study on Wilson Dam of Tennessee River Basin
    typeJournal Paper
    journal volume17
    journal issue1
    journal titleJournal of Hydrologic Engineering
    identifier doi10.1061/(ASCE)HE.1943-5584.0000410
    treeJournal of Hydrologic Engineering:;2012:;Volume ( 017 ):;issue: 001
    contenttypeFulltext
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