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    Multiple Flood Source Expected Annual Damage Computations

    Source: Journal of Water Resources Planning and Management:;2010:;Volume ( 136 ):;issue: 003
    Author:
    Nathan Pingel
    ,
    David Watkins Jr.
    DOI: 10.1061/(ASCE)WR.1943-5452.0000031
    Publisher: American Society of Civil Engineers
    Abstract: For flood damage reduction analysis, the standard for measuring risk is expected annual damage. This index represents a long-term average annual flood damage for a given structure or area. We compute this index by integrating a probability-damage function. In practice, we develop the required function by developing a water level (stage)-probability function and an elevation-damage relationship. The analysis becomes complex when the stage-probability function is dependent upon multiple flooding sources. For example, this occurs when an area is protected by multiple leveed reaches or can be flooded from more than one stream. Here we propose alternative analysis frameworks for computing expected annual damage considering this complicating factor. An example illustrates that appropriate methods depend on the alternatives evaluated, the correlation of discharges, and the number of levee reaches.
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      Multiple Flood Source Expected Annual Damage Computations

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    contributor authorNathan Pingel
    contributor authorDavid Watkins Jr.
    date accessioned2017-05-08T22:03:05Z
    date available2017-05-08T22:03:05Z
    date copyrightMay 2010
    date issued2010
    identifier other%28asce%29wr%2E1943-5452%2E0000080.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/69884
    description abstractFor flood damage reduction analysis, the standard for measuring risk is expected annual damage. This index represents a long-term average annual flood damage for a given structure or area. We compute this index by integrating a probability-damage function. In practice, we develop the required function by developing a water level (stage)-probability function and an elevation-damage relationship. The analysis becomes complex when the stage-probability function is dependent upon multiple flooding sources. For example, this occurs when an area is protected by multiple leveed reaches or can be flooded from more than one stream. Here we propose alternative analysis frameworks for computing expected annual damage considering this complicating factor. An example illustrates that appropriate methods depend on the alternatives evaluated, the correlation of discharges, and the number of levee reaches.
    publisherAmerican Society of Civil Engineers
    titleMultiple Flood Source Expected Annual Damage Computations
    typeJournal Paper
    journal volume136
    journal issue3
    journal titleJournal of Water Resources Planning and Management
    identifier doi10.1061/(ASCE)WR.1943-5452.0000031
    treeJournal of Water Resources Planning and Management:;2010:;Volume ( 136 ):;issue: 003
    contenttypeFulltext
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