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contributor authorChongjiang Du
date accessioned2017-05-08T20:43:31Z
date available2017-05-08T20:43:31Z
date copyrightJune 1999
date issued1999
identifier other%28asce%290733-9429%281999%29125%3A6%28621%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/24853
description abstractFinite-point (FP) methods are novel meshless numerical approaches for solving partial differential equations. Only the nodal data and a description of the domain boundary geometry are necessary. As no element or grid connectivity is needed, mesh-related problems are avoided. This advantage is particularly useful when solving shallow water equations for complicated domains with irregular topography and variable bed roughness. This paper presents an FP model of the element-free Galerkin-type for simulating 2D steady shallow river flows. An attempt is also made to give a state-of-the-art overview of FP methods. The advantages of FP methods are summarized, and their applicability for simulating shallow water flows are discussed.
publisherAmerican Society of Civil Engineers
titleFinite-Point Simulation of Steady Shallow Water Flows
typeJournal Paper
journal volume125
journal issue6
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(1999)125:6(621)
treeJournal of Hydraulic Engineering:;1999:;Volume ( 125 ):;issue: 006
contenttypeFulltext


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