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contributor authorBi‐Huei Wang
contributor authorKhalid Jawed
date accessioned2017-05-08T20:39:36Z
date available2017-05-08T20:39:36Z
date copyrightJuly 1986
date issued1986
identifier other%28asce%290733-9429%281986%29112%3A7%28547%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/22651
description abstractThere are various methods for transforming probable maximum precipitation (PMP) to probable maximum flood (PMF). Each method involves several steps during which certain assumptions have to be made and subjective judgments exercised. A number of case studies, each for a project of a different type and under different hydrologic data situations, are presented that reflect the writers' basic philosophies and experience in PMF analysis. Some conclusions regarding transformation of PMP to PMF are made based on their experiences not only from the case studies presented but also from many other projects with which they have been involved.
publisherAmerican Society of Civil Engineers
titleTransformation of PMP to PMF: Case Studies
typeJournal Paper
journal volume112
journal issue7
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(1986)112:7(547)
treeJournal of Hydraulic Engineering:;1986:;Volume ( 112 ):;issue: 007
contenttypeFulltext


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