Fourth order finite volume solution to shallow water equations and applications

被引:2
|
作者
Erduran, K. S. [1 ,2 ]
机构
[1] Nigde Univ, Fac Eng, Hydraul Div, Dept Civil Engn, TR-51245 Nigde, Turkey
[2] Amer Univ Sharjah, Dept Civil Engn, Sharjah, U Arab Emirates
关键词
fourth-order accuracy; shallow water equations; finite volume; shock-capturing schemes; compound channel; bridge; 3-DIMENSIONAL NUMERICAL-SIMULATION; STATE RIEMANN SOLVER; OPEN-CHANNEL FLOWS; DAM-BREAK; SOURCE TERMS; BOUSSINESQ MODEL; VARIABLE DEPTH; UPWIND SCHEMES; DISCRETIZATION; CONSERVATION;
D O I
10.1002/fld.3816
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
This study presents the fourth order accurate finite volume solution to shallow water equations. Fourth order accuracy in space was provided by using the Monotone Upstream-centered Schemes for Conservation Laws-Total Variation Diminishing scheme, whereas fourth order accurate solution in time was achieved by using the third order predictor scheme of Adams-Basforth followed by the fourth order corrector scheme of Adams-Moulton. The applicability and accuracy of the solution algorithm were explored on complex flow conditions. These flow conditions cover a theoretical well-known partial two-dimensional dam break problems and an experimental flow in a compound channel with or without a bridge. The applicability limits of the solution algorithm were discussed. The overall performance of the solution was found to be reasonably good. Copyright (c) 2013 John Wiley & Sons, Ltd.
引用
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页码:637 / 659
页数:23
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