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contributor authorDavid A. Chin
date accessioned2019-03-10T12:12:15Z
date available2019-03-10T12:12:15Z
date issued2019
identifier other%28ASCE%29HE.1943-5584.0001767.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4255088
description abstractThe forms of the intensity-duration-frequency (IDF) function that best fit rainfall data in the United States are investigated. Analyses using data from 9,264 rainfall stations in the National Oceanic and Atmospheric Administration Atlas 14 database show that, for any given return period, the three-parameter Sherman and Kimijima equations give the best performance, with average relative errors typically less than 4%, although at some locations, errors are significantly higher. Geographic regions of the United States and their associated best-fitting IDF functional forms are identified. The performance of IDF functions that include both duration and return period are also analyzed, and the results show that four-parameter IDF functions derived from the Sherman and Kimijima equations perform best, although the best-performing function has a regional dependence.
publisherAmerican Society of Civil Engineers
titleRelative Performance of Intensity-Duration-Frequency Functions
typeJournal Paper
journal volume24
journal issue4
journal titleJournal of Hydrologic Engineering
identifier doi10.1061/(ASCE)HE.1943-5584.0001767
page04019006
treeJournal of Hydrologic Engineering:;2019:;Volume ( 024 ):;issue: 004
contenttypeFulltext


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