Optimization of furrow irrigation schedules, designs and net return to water

被引:14
作者
Raghuwanshi, NS
Wallender, WW [1 ]
机构
[1] Univ Calif Davis, Dept Agr & Biol Engn, Davis, CA 95616 USA
[2] Univ Calif Davis, Hydrol Sci Dept, Davis, CA 95616 USA
关键词
irrigation scheduling; kinematic-wave model; optimization; water balance;
D O I
10.1016/S0378-3774(97)00037-1
中图分类号
S3 [农学(农艺学)];
学科分类号
0901 ;
摘要
A seasonal furrow irrigation model consisting of irrigation scheduling and kinematic-wave-based hydraulic submodels was modified to incorporate an economic optimization submodel. The model used a systematic simulation technique to optimize furrow irrigation schedules and designs assuming 80% irrigation adequacy at cutoff time. The irrigation schedules and designs were optimized for the homogeneous and heterogeneous infiltration under the mean and observed ET0 (grass reference crop ET) conditions. The optimal management allowable depletion (MAD) level changed with the variation in ET0 condition, and with the consideration of spatial and temporal (seasonal) variability in infiltration characteristics. Irrigation design changed with both infiltration conditions and MAD level. infiltration variability did not influence the bean yield. However, the return to water decreased when spatial variability in infiltration conditions was considered. Using mean ET0 resulted in slightly higher yield and net return to water as compared to using observed ET0. A small variation in daily mean ET0 values with respect to daily observed ET0 values caused a change in both irrigation schedules and designs. Therefore, mean ET0 cannot be used to forecast irrigation schedules and designs at the beginning of crop season. The net return to water increased (1.7 to 3.6%), and the seasonal inflow, losses, and bean yield decreased in the case of variable interval scheduling (holding MAD constant) as compared to the fixed interval scheduling (MAD varies). (C) 1998 Elsevier Science B.V.
引用
收藏
页码:209 / 226
页数:18
相关论文
共 25 条
[1]   HYDRODYNAMIC FURROW IRRIGATION MODEL WITH SPECIFIED SPACE STEPS [J].
BAUTISTA, E ;
WALLENDER, WW .
JOURNAL OF IRRIGATION AND DRAINAGE ENGINEERING, 1992, 118 (03) :450-465
[2]  
CHILDS JL, 1993, ASCE J IRRIG DRAIN D, V199, P74
[3]  
ENGLISH MJ, 1982, ASCE J IRRIG DRAIN D, V108, P91
[4]  
Goldhamer D. A., 1989, U CALIFORNIA DIVISIO
[5]  
HOLZAPFEL EA, 1986, J IRRIG DRAIN ENG, V112, P1, DOI 10.1061/(ASCE)0733-9437(1986)112:1(1)
[6]  
HOLZAPFEL EA, 1987, ASCE J IRRIG DRAIN D, V113, P379
[7]  
ITO H, 1993, THESIS U CALIFORNIA
[8]  
James LG, 1988, PRINCIPLES FARM IRRI
[9]  
JENSEN ME, 1971, T ASAE, V14, P954, DOI 10.13031/2013.38430
[10]  
JENSEN ME, 1970, P NATL IRR S LINC NE