Application of Lattice Boltzmann Method for Surface Runoff in Watershed

被引:3
|
作者
Galina, V. [1 ]
Cargnelutti, J. [2 ]
Kaviski, E. [3 ]
Gramani, L. M. [4 ]
Lobeiro, A. M. [5 ]
机构
[1] Univ Tecnol Fed Parana UTFPR, Dept Matemat, Toledo, PR, Brazil
[2] Univ Tecnol Fed Parana UTFPR, Coordenacao Curso Matemat, Rua Cristo Rei 19, BR-85902490 Toledo, PR, Brazil
[3] Univ Fed Parana UFPR, Dept Hidraul & Saneamento, Curitiba, PR, Brazil
[4] Univ Fed Parana UFPR, Dept Matemat, Curitiba, PR, Brazil
[5] Univ Tecnol Fed Parana UTFPR, Dept Matemat, Campo Mourao, PR, Brazil
关键词
Kinematic wave model; Lattice Boltzmann method; runoff in watershed; overland flow; SHALLOW-WATER; MODEL; STABILITY;
D O I
10.23967/j.rimni.2017.6.001
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
Derived from simplifications of the Saint-Venant equations, the kinematic wave model has the ability to describe the behavior of surface runoff in watersheds. This paper aims to obtain the numerical simulation of the flow routing in a natural watershed, by using lattice Boltzmann method. In the computational model, the surface of the basin will be represented by a V-shaped segmented in two lateral planes and one main channel. The simulation considers the effective precipitation flowing on the watershed per unit of width at the exit of each of the planes that represent the surface of the basin. The water flowing from the planes enters the main channel in the form of lateral contribution. Hydrograms of two rain events are obtained, which present the volume drained in the outlet corresponding to the whole basin in each event. Two equilibrium distribution functions were developed by Chapmann-Enskog expansion at time scales and model D1Q3, one suitable for flow on the basin surface and another for the main channel, in order to obtain the variables of interest in each case. The numerical results obtained were compared with the KINEROS2 hydrological model.
引用
收藏
页数:7
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