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contributor authorM. Zakeri Niri
contributor authorB. Saghafian
contributor authorS. Golian
contributor authorT. Moramarco
contributor authorA. Shamsai
date accessioned2017-05-08T21:49:03Z
date available2017-05-08T21:49:03Z
date copyrightJanuary 2012
date issued2012
identifier other%28asce%29he%2E1943-5584%2E0000420.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/63277
description abstractDerivation of travel time based on Saint-Venant equations may substantially improve rainfall-runoff routing, particularly in the Clark approach and GIS-based hydrological routing models. Kinematic wave (KW) and diffusive wave (DW) approximations are often applied in lieu of the dynamic wave (DYW) solution to study overland flow regime. In this study, for the first time, travel-time relationships are presented based on DW approximation. In terms of equilibrium time, the DW approximation improved results from 5% up to 15% over the KW approximation. After obtaining the semianalytical solution of the DW travel time, discharge hydrographs over a rectangular plane through the well-known time-area method were derived. Considering the DYW solution as the benchmark, it was found that the time-area approach by adopting the proposed DW wave travel time formulation, provided satisfactory results for
publisherAmerican Society of Civil Engineers
titleDerivation of Travel Time Based on Diffusive Wave Approximation for the Time-Area Hydrograph Simulation
typeJournal Paper
journal volume17
journal issue1
journal titleJournal of Hydrologic Engineering
identifier doi10.1061/(ASCE)HE.1943-5584.0000399
treeJournal of Hydrologic Engineering:;2012:;Volume ( 017 ):;issue: 001
contenttypeFulltext


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