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contributor authorJorge M. G. P. Isidoro
contributor authorJoão L. M. P. de Lima
date accessioned2017-05-08T21:49:44Z
date available2017-05-08T21:49:44Z
date copyrightSeptember 2013
date issued2013
identifier other%28asce%29he%2E1943-5584%2E0000763.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/63647
description abstractAn analytical solution for overland flow under (upstream and downstream) moving storms that uses Laplace transformation to solve the one-dimensional (1D) linear kinematic wave equation is presented. This solution, which corresponds to a single continuous function for the total space-time domain of the overland hydrograph, enables evaluation of the discharge over time for the total drainage plane surface. The result was compared with another analytical solution, a numerical simulation, and experimental runs using a laboratory flume. The comparison showed very good fit, and the proposed analytical solution was thus regarded as validated. By applying the model to hypothetical catchments and storm patterns, distinct hydrologic responses for upstream and downstream moving storms were identified.
publisherAmerican Society of Civil Engineers
titleAnalytical Closed-Form Solution for 1D Linear Kinematic Overland Flow under Moving Rainstorms
typeJournal Paper
journal volume18
journal issue9
journal titleJournal of Hydrologic Engineering
identifier doi10.1061/(ASCE)HE.1943-5584.0000740
treeJournal of Hydrologic Engineering:;2013:;Volume ( 018 ):;issue: 009
contenttypeFulltext


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