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contributor authorTiao J. Chang
date accessioned2017-05-08T20:47:15Z
date available2017-05-08T20:47:15Z
date copyrightMay 1990
date issued1990
identifier other%28asce%290733-9437%281990%29116%3A3%28332%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/27149
description abstractDroughts are defined using daily streamflow series and different truncation levels including 30%, 50%, 60%, 70%, 80%, and 90% of recorded daily flows. Flow ratios, which are obtained by dividing subbasin flows of different truncation levels by their corresponding outlet flows, are calculated. It is found that the flow ratios of 17 selected subbasins decrease significantly with increasing truncation levels while their mean‐flow ratios are approximately equal to their corresponding area ratios. Therefore, the estimation of irrigation water using the drainage area ratio, which has been practiced in the studied drainage basin, is impractical in case of droughts. Furthermore, assuming the time‐dependent Poissonian behavior of drought series, the drought intensity function was developed to investigate drought severity in the basin. Based on plots of drought intensity function, it is found that the drought intensity has been increasing significantly for the basin investigated.
publisherAmerican Society of Civil Engineers
titleEffects of Drought on Streamflow Characteristics
typeJournal Paper
journal volume116
journal issue3
journal titleJournal of Irrigation and Drainage Engineering
identifier doi10.1061/(ASCE)0733-9437(1990)116:3(332)
treeJournal of Irrigation and Drainage Engineering:;1990:;Volume ( 116 ):;issue: 003
contenttypeFulltext


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