Author(s): Chia R. Chu; Ming Hseng Tseng
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Keywords: Finite volume; MacC ormack scheme; Open channel flows
Abstract: This paper describes a finite volume TVD-Mac Cormack scheme for the computation of two-dimensional open channel flows with abrupt changes. The algorithm modified the widely-used Mac Cormack scheme by implementing a conservative dissipation step to avoid the unphysical oscillation in the numerical solution. A series of simulation, such as oblique hydraulic jump, circular dam-break and two-dimensional dam-break are carried out to demonstrate its robustness and stability in capturing strong gradients and discontinuities in open channel flows.
Year: 1999