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contributor authorKian Boon Chang
contributor authorSai Hin Lai
contributor authorFaridah Othman
date accessioned2017-05-08T22:23:22Z
date available2017-05-08T22:23:22Z
date copyrightJanuary 2016
date issued2016
identifier other43910743.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/79358
description abstractThe use of partial duration series (PDS) with generalized Pareto (GPA) distribution in hydrological frequency analysis has been popular during the last few decades because PDS is capable of including more extreme events than annual maximum series (AMS). In Malaysia, the most updated rainfall intensity-duration-frequency (IDF) relationships that serve as the official hydrological design guideline are based on the fitting of AMS to the generalized extreme value (GEV) distribution. The purpose of this paper is to identify the statistical model that best represent Peninsular Malaysia for deriving rainfall IDF relationships. Besides GEV and GPA distributions, other distributions such as generalized logistic (GLO), Gumbel (EV1), lognormal (LN3), and log-Pearson Type III (LP3) are also included in this study. Rainfall data with record length varying between 10 and 41 years from 60 rainfall stations in Peninsular Malaysia are computed into AMS and PDS, and fitted to the selected distributions. The
publisherAmerican Society of Civil Engineers
titleComparison of Annual Maximum and Partial Duration Series for Derivation of Rainfall Intensity-Duration-Frequency Relationships in Peninsular Malaysia
typeJournal Paper
journal volume21
journal issue1
journal titleJournal of Hydrologic Engineering
identifier doi10.1061/(ASCE)HE.1943-5584.0001262
treeJournal of Hydrologic Engineering:;2016:;Volume ( 021 ):;issue: 001
contenttypeFulltext


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