Numerical modeling of basin irrigation with an upwind scheme

被引:32
作者
Brufau, P
García-Navarro, P
Playán, E
Zapata, N
机构
[1] Univ Zaragoza, Zaragoza 50015, Spain
[2] CSIC, EEAD, DGA, Lab Agron & Environm, E-50080 Zaragoza, Spain
关键词
numerical models; surface irrigation; overland flow;
D O I
10.1061/(ASCE)0733-9437(2002)128:4(212)
中图分类号
S2 [农业工程];
学科分类号
0828 ;
摘要
In recent years, upwind techniques have been successfully applied in hydrology to simulate two-dimensional free surface flows. Basin irrigation is a surface irrigation system characterized by its potential to use water very efficiently. In basin irrigation, the field is leveled to zero slope and flooded from a point source. The quality of land leveling has been shown to influence irrigation performance drastically. Recently, two-dimensional numerical models have been developed as tools to design and manage basin irrigation systems. In this work, a finite volume-based upwind scheme is used to build a simulation model considering differences in bottom level. The discretization is made on triangular or quadrilateral unstructured grids and the source terms of the equations are given a special treatment. The model is applied to the simulation of two field experiments. Simulation results resulted in a clear improvement over previous simulation efforts and in a close agreement with experimental data. The proposed model has proved its ability to simulate overland flow in the presence of undulated bottom elevations, inflow hydrographs, and colliding fronts.
引用
收藏
页码:212 / 223
页数:12
相关论文
共 19 条
[1]  
Abbott MB, 1992, Computational hydraulics
[2]   MODEL FOR FLOOD PROPAGATION ON INITIALLY DRY LAND [J].
AKANBI, AA ;
KATOPODES, ND .
JOURNAL OF HYDRAULIC ENGINEERING-ASCE, 1988, 114 (07) :689-706
[3]   Upwind schemes for the two-dimensional shallow water equations with variable depth using unstructured meshes [J].
Bermudez, A ;
Dervieux, A ;
Desideri, JA ;
Vazquez, ME .
COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 1998, 155 (1-2) :49-72
[4]   UPWIND METHODS FOR HYPERBOLIC CONSERVATION-LAWS WITH SOURCE TERMS [J].
BERMUDEZ, A ;
VAZQUEZ, E .
COMPUTERS & FLUIDS, 1994, 23 (08) :1049-1071
[5]  
CHOW VT, 1959, Open Channel Hydraulics
[6]  
CLEMMENS AJ, 1979, J IRR DRAIN DIV-ASCE, V105, P259
[7]   PREDICTION OF SUPERCRITICAL-FLOW IN OPEN CHANNELS [J].
GLAISTER, P .
COMPUTERS & MATHEMATICS WITH APPLICATIONS, 1992, 24 (07) :69-75
[8]  
Hirsch C., 1990, Computational Methods for Inviscid and Viscous Flows, VVolume 2
[9]   Balancing source terms and flux gradients in high-resolution Godunov methods: The quasi-steady wave-propagation algorithm [J].
LeVeque, RJ .
JOURNAL OF COMPUTATIONAL PHYSICS, 1998, 146 (01) :346-365
[10]  
Merrian J.L., 1978, Farm Irrigation System Evaluation, V3rd