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contributor authorR. Edward Beighley
contributor authorGlenn E. Moglen
date accessioned2017-05-08T21:23:32Z
date available2017-05-08T21:23:32Z
date copyrightJanuary 2002
date issued2002
identifier other%28asce%291084-0699%282002%297%3A1%2827%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/49630
description abstractA typical flood frequency analysis is based on gauged annual maximum discharges. One assumption behind the analysis is that the measured discharge signal is stationary. The validity of this assumption can be difficult to establish, particularly where urbanization has occurred within the gauged watershed, altering the response of the affected watershed to precipitation. This alteration can produce a nonstationary streamflow signal that can be significant, depending on the percentage of the watershed altered. As urbanization increases, peak discharges are shown to increase, producing a positive trend in the annual maximum series. Urbanization occurring during and/or after the gauging period is quantified using spatially and temporally distributed land use data. Three statistical tests (a parametric
publisherAmerican Society of Civil Engineers
titleTrend Assessment in Rainfall-Runoff Behavior in Urbanizing Watersheds
typeJournal Paper
journal volume7
journal issue1
journal titleJournal of Hydrologic Engineering
identifier doi10.1061/(ASCE)1084-0699(2002)7:1(27)
treeJournal of Hydrologic Engineering:;2002:;Volume ( 007 ):;issue: 001
contenttypeFulltext


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