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contributor authorCharles N. Kroll
contributor authorRichard M. Vogel
date accessioned2017-05-08T21:23:32Z
date available2017-05-08T21:23:32Z
date copyrightMarch 2002
date issued2002
identifier other%28asce%291084-0699%282002%297%3A2%28137%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/49646
description abstractEstimates of low streamflow statistics are required for a variety of water resource applications. At gauged river sites, the estimation of low streamflow statistics requires estimation of annual n-day minimum streamflows, selection of a probability distribution to describe annual minimums, and estimation of the distribution’s parameters. Using L-moment diagrams, the ability of various probability distributions to describe low streamflow series was examined at 1,505 gauged river sites in the United States. A weighted distance statistic was developed to compare the goodness-of-fit of different probability distributions for describing low streamflow series. Compared to perennial streamflow sites, a shift of L-moments ratios was observed at intermittent river sites where discharge is sometimes reported as zero. An analytical experiment compared the observed shifts in L-moment ratios at intermittent sites with theoretical L-moment ratio shifts for a number of real- and log-spaced probability distributions. Results of these experiments indicate that Pearson Type III and the 3-parameter lognormal distributions should be the recommended distributions for describing low streamflow statistics in the United States at intermittent and nonintermittent (perennial) sites, respectively.
publisherAmerican Society of Civil Engineers
titleProbability Distribution of Low Streamflow Series in the United States
typeJournal Paper
journal volume7
journal issue2
journal titleJournal of Hydrologic Engineering
identifier doi10.1061/(ASCE)1084-0699(2002)7:2(137)
treeJournal of Hydrologic Engineering:;2002:;Volume ( 007 ):;issue: 002
contenttypeFulltext


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