contributor author | Nathan Pingel | |
contributor author | David Watkins Jr. | |
date accessioned | 2017-05-08T22:03:05Z | |
date available | 2017-05-08T22:03:05Z | |
date copyright | May 2010 | |
date issued | 2010 | |
identifier other | %28asce%29wr%2E1943-5452%2E0000080.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/69884 | |
description 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. | |
publisher | American Society of Civil Engineers | |
title | Multiple Flood Source Expected Annual Damage Computations | |
type | Journal Paper | |
journal volume | 136 | |
journal issue | 3 | |
journal title | Journal of Water Resources Planning and Management | |
identifier doi | 10.1061/(ASCE)WR.1943-5452.0000031 | |
tree | Journal of Water Resources Planning and Management:;2010:;Volume ( 136 ):;issue: 003 | |
contenttype | Fulltext | |