Coupled surface-subsurface flow model for improved basin irrigation management

被引:34
作者
Zerihun, D
Furman, A
Warrick, AW
Sanchez, CA
机构
[1] Univ Arizona, Dept Soil Water & Environm Sci, Tucson, AZ 85721 USA
[2] Univ Arizona, Dept Hydrol & Water Resources, Tucson, AZ 85721 USA
[3] ARO Volcani Ctr, Inst Soil Water & Environm Sci, IL-50250 Bet Dagan, Israel
[4] Univ Arizona, Dept Soil Water & Environm Sci, Yuma, AZ 85364 USA
[5] Univ Arizona, Yuma Agr Ctr, Yuma, AZ 85364 USA
关键词
surface irrigation; irrigation practices; coupling; hydrologic models; unsaturated flow;
D O I
10.1061/(ASCE)0733-9437(2005)131:2(111)
中图分类号
S2 [农业工程];
学科分类号
0828 ;
摘要
The availability of a process-based coupled surface-subsurface model can lead to improved surface irrigation/fertigation management practices. In this study, a one-dimensional zero-inertia model is coupled with a one-dimensional unsaturated zone water-flow model: HYDRUS-ID. A driver program is used to effect internal iterative coupling of the surface and subsurface flow models. Flow depths calculated using the surface-flow model are used as Dirichlet boundary conditions for the subsurface-flow model, and infiltration amounts calculated by the subsurface model are in turn used in surface-flow mass balance calculations. The model was tested by using field data collected at the University of Arizona, Yuma Mesa, research farm. The maximum mean absolute difference between field-observed and model-predicted advance is 2 min. Applications of the coupled model in improved irrigation management are highlighted. In addition, the significance of the effects of soil moisture redistribution on irrigation water availability to crops and the capability of the coupled model in tracking those changes in soil water status over time are discussed using examples.
引用
收藏
页码:111 / 128
页数:18
相关论文
共 40 条
[1]   AN INTRODUCTION TO THE EUROPEAN HYDROLOGICAL SYSTEM - SYSTEME HYDROLOGIQUE EUROPEEN, SHE .2. STRUCTURE OF A PHYSICALLY-BASED, DISTRIBUTED MODELING SYSTEM [J].
ABBOTT, MB ;
BATHURST, JC ;
CUNGE, JA ;
OCONNELL, PE ;
RASMUSSEN, J .
JOURNAL OF HYDROLOGY, 1986, 87 (1-2) :61-77
[2]  
ABBOTT MB, 1982, ENG APPL COMPUTATION, V1, P40
[3]  
[Anonymous], [No title captured]
[4]  
[Anonymous], ROSETTA SOFTWARE DOC
[5]  
BAGOUR MH, 2001, P 2001 M HYDR SECT A
[6]  
Bathurst J. C., 1995, Computer models of watershed hydrology., P563
[7]   HYDRODYNAMIC FURROW IRRIGATION MODEL WITH SPECIFIED SPACE STEPS [J].
BAUTISTA, E ;
WALLENDER, WW .
JOURNAL OF IRRIGATION AND DRAINAGE ENGINEERING, 1992, 118 (03) :450-465
[8]   Nonhydrostatic model for surface irrigation [J].
Bradford, SF ;
Katopodes, ND .
JOURNAL OF IRRIGATION AND DRAINAGE ENGINEERING, 1998, 124 (04) :200-212
[9]   Irrigation performance measures: Efficiency and uniformity [J].
Burt, CM ;
Clemmens, AJ ;
Strelkoff, TS ;
Solomon, KH ;
Bliesner, RD ;
Hardy, LA ;
Howell, TA ;
Eisenhauer, DE .
JOURNAL OF IRRIGATION AND DRAINAGE ENGINEERING, 1997, 123 (06) :423-442
[10]   Field verification of two-dimensional surface irrigation model [J].
Clemmens, AJ ;
Strelkoff, TS ;
Playán, E .
JOURNAL OF IRRIGATION AND DRAINAGE ENGINEERING, 2003, 129 (06) :402-411