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contributor authorMustafa M. Aral
contributor authorYi Zhang
contributor authorShi Jin
date accessioned2017-05-08T20:43:03Z
date available2017-05-08T20:43:03Z
date copyrightNovember 1998
date issued1998
identifier other%28asce%290733-9429%281998%29124%3A11%281125%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/24556
description abstractThis paper presents the application of a nonoscillatory second order relaxation scheme to simulation of flow in open channel networks. The approach is based on the Saint Venant equations written in conservative form. Junction flow conditions in the channel network are solved explicitly using the continuity principle at each junction and the characteristic equations. When compared with other models and algorithms, which are based on the Saint Venant equation in either nonconservative or conservative form, the proposed algorithm is of higher accuracy and is applicable to cases where propagation of a shock wave or discontinuity is involved. In this paper we discuss the application of the proposed algorithm to both single channel and channel network problems, both with and without shock waves. Numerical results obtained are presented comparatively with analytical solutions or results obtained from other numerical solutions wherever applicable.
publisherAmerican Society of Civil Engineers
titleApplication of Relaxation Scheme to Wave-Propagation Simulation in Open-Channel Networks
typeJournal Paper
journal volume124
journal issue11
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(1998)124:11(1125)
treeJournal of Hydraulic Engineering:;1998:;Volume ( 124 ):;issue: 011
contenttypeFulltext


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