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contributor authorXinjun Tu
contributor authorYiliang Du
contributor authorVijay P. Singh
contributor authorXiaohong Chen
contributor authorYong Zhao
contributor authorMingwei Ma
contributor authorKun Li
contributor authorHaiou Wu
date accessioned2019-09-18T10:37:37Z
date available2019-09-18T10:37:37Z
date issued2019
identifier other%28ASCE%29HE.1943-5584.0001788.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4259542
description abstractFew studies have focused on the multivariate joint design of drought properties. Using daily streamflow data, this paper analyzes the impacts of pooling and exclusion of drought events in determining hydrological drought properties. The bivariate joint distributions of droughts were determined by using copulas. A novel method for bivariate design, the most-likely weight function, was applied to select design pairs for drought properties. The confidence interval of design curves of a given joint return period was limited by the measure of the joint probability density function due to the uncertainty of the estimated copula parameter. By comparing subseries separated by the low-flow change point, drought properties and their joint distributions, and designs were investigated under changing environment. Results showed that it was appropriate to set the pooling and excluding ratios as 0.2 and 0.41, respectively. The dependences of drought properties were positive and Archimedean copulas fitted well the bivariate joint distribution of droughts. The uncertainty of design duration–peak was remarkably greater than that of duration–severity and severity–peak. The design duration–severity was considerably stationary. Under changing environment, drought duration, severity, and peak remarkably decreased.
publisherAmerican Society of Civil Engineers
titleBivariate Design of Hydrological Droughts and Their Alterations under a Changing Environment
typeJournal Paper
journal volume24
journal issue6
journal titleJournal of Hydrologic Engineering
identifier doi10.1061/(ASCE)HE.1943-5584.0001788
page04019015
treeJournal of Hydrologic Engineering:;2019:;Volume ( 024 ):;issue: 006
contenttypeFulltext


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