Discontinuous Galerkin finite-element method for transcritical two-dimensional shallow water flows

被引:68
|
作者
Schwanenberg, D [1 ]
Harms, M
机构
[1] Delft Hydraul, NL-2600 MH Delft, Netherlands
[2] Rhein Westfal TH Aachen, Inst Hydraul Engn & Water Resources Management, D-52056 Aachen, Germany
关键词
finite element method; transient flow; shallow water; open channel flow; equations of motion;
D O I
10.1061/(ASCE)0733-9429(2004)130:5(412)
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
A total variation diminishing Runge Kutta discontinuous Galerkin finite-element method for two-dimensional depth-averaged shallow water equations has been developed. The scheme is well suited to handle complicated geometries and requires a simple treatment of boundary conditions and source terms to obtain high-order accuracy. The explicit time integration, together with the use of orthogonal shape functions, makes the method for the investigated flows computationally as efficient as comparable finite-volume schemes. For smooth parts of the solution, the scheme is second order for linear elements and third order for quadratic shape functions both in time and space. Shocks are usually captured within only two elements. Several steady transcritical and transient flows are investigated to confirm the accuracy and convergence of the scheme. The results show excellent agreement with analytical solutions. For investigating a flume experiment of supercritical open-channel flow, the method allows very good decoupling of the numerical and mathematical model, resulting in a nearly grid-independent solution. The simulation of an actual dam break shows the applicability of the scheme to nontrivial bathymetry and wave propagation on a dry bed.
引用
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页码:412 / 421
页数:10
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