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contributor authorI. Haltas
contributor authorM. L. Kavvas
date accessioned2017-05-08T21:48:24Z
date available2017-05-08T21:48:24Z
date copyrightJuly 2009
date issued2009
identifier other%28asce%29he%2E1943-5584%2E0000056.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/62917
description abstractA new ensemble-averaged kinematic wave equation is derived for the flow routing problem in channel networks. This derivation is performed by ensemble averaging the second-order Taylor series expansion of the point scale kinematic wave equation around the mean value of the equation’s parameters. Utilizing this ensemble-averaged kinematic wave equation, the ensemble-averaged solution for the same ordered channels (according to the Strahler–Horton ordering) are obtained. Instead of solving the flow at each channel one by one, the ensemble-averaged solution is computed for the ensemble of channels that are of the same order within the channel network. Ensemble averaging is only applied to the channel orders that include a sufficient number of channels to form an ensemble of adequate size. Using this methodology, the computational load, parameter data requirements, and time/effort required to set up the model are reduced substantially. Besides the obtained economy in computations, data requirements and effort to set up the model, this methodology also provides satisfactory results when compared to the numerical solutions of the flows within the actual, detailed channel network.
publisherAmerican Society of Civil Engineers
titleEnsemble-Averaged Flow Routing in Channel Networks: Kinematic Wave Equation
typeJournal Paper
journal volume14
journal issue7
journal titleJournal of Hydrologic Engineering
identifier doi10.1061/(ASCE)HE.1943-5584.0000038
treeJournal of Hydrologic Engineering:;2009:;Volume ( 014 ):;issue: 007
contenttypeFulltext


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