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contributor authorHenri Garros‐Berthet
date accessioned2017-05-08T21:07:00Z
date available2017-05-08T21:07:00Z
date copyrightMarch 1994
date issued1994
identifier other%28asce%290733-9496%281994%29120%3A2%28135%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/39254
description abstractThe processing of composite samples by the station‐year approach either coupled or not coupled to the systematic use of Hershfield's formula can be very helpful when studying design floods. Therefore, a station‐year approach is applied to rainfall and discharge data from Indonesia, Malaysia, and the Philippines to define regional distributions for observed maxima. After a cluster analysis defining groups of homogeneous stations, a double distribution concept is used to properly take into account the existence of outliers. Results are compared with information available on probable maximum precipitation (PMP) and design floods. Concerning Indonesian rainfall data, the estimate of 10,000‐year daily rainfall was consistent with the application of Hershfield's method for computing PMP. Hershfield's PMP was between 73% and 115% of the 10,000‐year daily rainfall. The processing of discharge data yields results that are confirmed by project inflow design floods. The method provides a bridge between statistical and hydrometeorological approaches. Regional analysis obliges to weigh the occurrence of outliers. Data clustering is recommended for applications involving large amounts of information.
publisherAmerican Society of Civil Engineers
titleStation‐Year Approach: Tool for Estimation of Design Floods
typeJournal Paper
journal volume120
journal issue2
journal titleJournal of Water Resources Planning and Management
identifier doi10.1061/(ASCE)0733-9496(1994)120:2(135)
treeJournal of Water Resources Planning and Management:;1994:;Volume ( 120 ):;issue: 002
contenttypeFulltext


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