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contributor authorRichard H. McCuen
contributor authorZachary Knight
date accessioned2017-05-08T20:49:42Z
date available2017-05-08T20:49:42Z
date copyrightFebruary 2006
date issued2006
identifier other%28asce%290733-9437%282006%29132%3A1%2864%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/28402
description abstractWhen velocity estimates of channel flows are not available, the slope-area method is widely used to make discharge estimates. The accuracy of such estimates depends on many factors but is generally believed to be low. In this study, fuzzy set analyses were used to compute the distribution of slope-area discharge estimates, with the distribution very similar to that assessed using statistical methods used in hydrology. The effects of errors in channel roughness, channel width, channel side-slopes, and flow depth on the accuracy of discharges were assessed. The large errors possible in channel roughness are a primary source of error in discharge estimates. Channel incision and vegetal growth are shown to significantly influence the accuracy of slope-area discharge estimates and the length of time before a slope-area rating curve should be recalculated. Records as short as 10 years can be seriously biased due to a failure to account for the effects of incision or vegetal growth.
publisherAmerican Society of Civil Engineers
titleFuzzy Analysis of Slope-Area Discharge Estimates
typeJournal Paper
journal volume132
journal issue1
journal titleJournal of Irrigation and Drainage Engineering
identifier doi10.1061/(ASCE)0733-9437(2006)132:1(64)
treeJournal of Irrigation and Drainage Engineering:;2006:;Volume ( 132 ):;issue: 001
contenttypeFulltext


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