Discontinuous Galerkin Finite-Element Method for Transcritical Two-Dimensional Shallow Water Flows |
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Authors: | D. Schwanenberg M. Harms |
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Affiliation: | 1Research Engineer, WL∣Delft Hydraulics, 2600 MH Delft, The Netherlands. 2Research Engineer, Institute of Hydraulic Engineering and Water Resources Management, Aachen Univ. of Technology, D-52056 Aachen, Germany.
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Abstract: | 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. |
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Keywords: | Finite element method Transient flow Shallow water Open channel flow Equations of motion |
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