Impact of diffusion coefficient averaging on solution accuracy of the 2D nonlinear diffusive wave equation for floodplain inundation

被引:6
|
作者
Gasiorowski, Dariusz [1 ]
机构
[1] Gdansk Univ Technol, Fac Civil & Environm Engn, PL-80233 Gdansk, Poland
关键词
Unsteady surface flow; Diffusive wave equation; Floodplain inundation; Splitting method; Finite element method; DIMENSIONAL UNSATURATED FLOW; RICHARDS EQUATION; UNSTEADY-FLOW; OVERLAND-FLOW; SIMULATION; MODEL; CONDUCTIVITIES; ALGORITHMS; SOILS; BREAK;
D O I
10.1016/j.jhydrol.2014.06.039
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
In the study, the averaging technique of diffusion coefficients in the two-dimensional nonlinear diffusive wave equation applied to the floodplain inundation is presented. As a method of solution, the splitting technique and the modified finite element method with linear shape functions are used. On the stage of spatial integration, it is often assumed that diffusion coefficient is constant over element and equal to its average value. However, the numerical experiments indicate that in the case of the flow over the dry floodplain with sudden changes in depths an inadequate averaging of these coefficients can lead to a non-physical solution or even to its instability. In the paper, the averaging techniques for estimation of diffusion coefficients were examined using the arithmetic, geometric, harmonic and the direction dependent means. The numerical tests were carried out for the flows over initially dry floodplain with varied elevation of bottom. It was shown that the averaging method based on the arithmetic mean with respect to the diffusion coefficients provides the satisfactory results in comparison to other techniques. (C) 2014 Published by Elsevier B.V.
引用
收藏
页码:923 / 935
页数:13
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