A fast second-order shallow water scheme on two-dimensional structured grids over abrupt topography

被引:41
作者
Buttinger-Kreuzhuber, Andreas [1 ,2 ,3 ]
Horvath, Zsolt [1 ,2 ,3 ]
Noelle, Sebastian [4 ]
Bloeschl, Gunter [1 ,2 ]
Waser, Juergen [3 ]
机构
[1] Vienna Univ Technol, Inst Hydraul Engn & Water Resources Management, Karlspl 13-222, A-1040 Vienna, Austria
[2] Vienna Univ Technol, Ctr Water Resource Syst, Karlspl 13, A-1040 Vienna, Austria
[3] VRVis Zentrum Virtual Real & Visualisierung Fors, Donau City Str 11, A-1220 Vienna, Austria
[4] Rhein Westfal TH Aachen, Inst Geometry & Pract Math, Templergraben 55, D-52062 Aachen, Germany
关键词
Shallow water; Saint-Venant; Slope source term; Well-balanced scheme; Second-order reconstruction; FINITE-VOLUME SCHEMES; HYDROSTATIC RECONSTRUCTION; NUMERICAL SCHEMES; SOURCE TERMS; DISCONTINUOUS TOPOGRAPHY; UNSTRUCTURED GRIDS; RIEMANN SOLVERS; WET/DRY FRONTS; ONE-LAYER; EQUATIONS;
D O I
10.1016/j.advwatres.2019.03.010
中图分类号
TV21 [水资源调查与水利规划];
学科分类号
081501 ;
摘要
This paper presents a finite volume scheme on structured grids to simulate shallow flows over complex terrain. The situation of shallow downhill flow over a step is particularly challenging for most shallow water schemes. We study this situation in detail and devise a novel second-order reconstruction strategy, which gives superior results over former hydrostatic reconstruction (HR) schemes. The reconstruction step is based on a recent first-order hydrostatic reconstruction HR method, which improves shallow flows over steps. The proposed second-order scheme is well-balanced, positivity-preserving, and handles dry cells. When compared with the original HR, we lower the computational burden by using a simplified quadrature for the bed slope source term. We test the scheme on various benchmark setups to assess accuracy and robustness, where the method produces comparable results to other HR-based schemes in most cases and superior results in the case of shallow downhill flow over steps. The novel second-order scheme is capable of simulating large-scale real-world flood scenarios fast and accurately.
引用
收藏
页码:89 / 108
页数:20
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