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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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