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contributor authorKay D. Thompson
contributor authorJery R. Stedinger
contributor authorDavid C. Heath
date accessioned2017-05-08T21:07:21Z
date available2017-05-08T21:07:21Z
date copyrightJuly 1997
date issued1997
identifier other%28asce%290733-9496%281997%29123%3A4%28216%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/39487
description abstractSafety studies for existing dams have found that some do not satisfy current estimates of the probable maximum flood (PMF). An event or influence diagram can describe the random factors that contribute to major inflow floods and that determine reservoir operation and possible downstream damages during a flood event. This allows calculation of the probability of dam failure and the distributions of damages and loss of life using combinations of various analytical and Monte Carlo methods. This paper discusses the efficiency of different evaluation methods: event trees, simple Monte Carlo sampling, Latin hypercube sampling, importance sampling, and an analytical/stratified Monte Carlo (A/SMC) method. The analysis suggests that the A/SMC method and importance sampling have great potential for the efficient estimation of dam failure risks. Numerical examples employ the distributions of damages and loss of life to show the character of trade-offs presented by many dam safety decisions and illustrate problems with the partitioned multiobjective risk method (PMRM). The use of partial expected damage and loss of life functions is recommended to show the importance of low-probability/high-consequence events.
publisherAmerican Society of Civil Engineers
titleEvaluation and Presentation of Dam Failure and Flood Risks
typeJournal Paper
journal volume123
journal issue4
journal titleJournal of Water Resources Planning and Management
identifier doi10.1061/(ASCE)0733-9496(1997)123:4(216)
treeJournal of Water Resources Planning and Management:;1997:;Volume ( 123 ):;issue: 004
contenttypeFulltext


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