Simulation of open- and closed-end border irrigation systems using SIRMOD

In many regions in the world, more than 90% of areas equipped for irrigation apply surface methods. The major problem of the surface irrigation system is low performance due to poor design, operation, and maintenance. Use of the mathematical models for simulation of surface irrigation is necessary for reducing costs and decrease of time in analysis of indexes including application efficiency and distribution uniformity. This study aims to simulate border irrigation systems using the SIRMOD (surface irrigation simulation, evaluation and design, developed by Utah State University, Logan, UT, USA) software package under open- and closed-end conditions. For this purpose, 22 sets of data including four no-cultivated open-end borders, nine no-cultivated closed-end borders, and nine cultivated closed-end borders were used. The results showed that the models predicted open-end conditions better than closed-end for recession time. In addition, the hydrodynamic (HD) and the zero inertia (ZI) models estimated volume of infiltrated water, equal or less than volume of observed water in all the borders. Although the HD model uses the Saint-Venant equations without simplification, during numerical solution of them by the software, uncertainty is raised due to further calculations than the ZI and kinematic wave models. This leads to further error of the HD model than the other models in some cases.

[1]  Zhigang Sun,et al.  Evaluation on the potential of improving border irrigation performance through border dimensions optimization: a case study on the irrigation districts along the lower Yellow River , 2012, Irrigation Science.

[2]  Basant Maheshwari,et al.  SW—Soil and Water: Field Evaluation of Furrow Irrigation Models , 2001 .

[3]  Aliasghar Montazar,et al.  Optimize of all Effective Infiltration Parameters in Furrow Irrigation Using Visual Basic and Genetic Algorithm Programming , 2012 .

[4]  H. Daghari,et al.  Effect of flow fluctuations on free draining, sloping furrow and border irrigation systems , 1993 .

[5]  Manoj Khanna,et al.  Modelling of basin irrigation systems : A review , 2006 .

[6]  Theodor Strelkoff,et al.  ONE-DIMENSIONAL EQUATIONS OF OPEN-CHANNEL FLOW , 1969 .

[7]  Abdulaziz S. Turbak,et al.  Analytical Solutions for Surface Irrigation. II: Variable Infiltration Rate , 1988 .

[8]  Sensitivity analysis of parameters of border irrigation models , 1990 .

[9]  Albert J. Clemmens,et al.  Estimation of surface irrigation parameters , 1990 .

[10]  S. Jain,et al.  A numerical kinematic wave model for border irrigation , 1989, Irrigation Science.

[11]  Luis S. Pereira,et al.  Modelling of furrow irrigation. Advance with two- dimensional infiltration , 1995 .

[12]  Gerd H. Schmitz,et al.  Mathematical Zero-Inertia Modeling of Surface Irrigation: Advance in Borders , 1990 .

[13]  V. T. Chow Open-channel hydraulics , 1959 .

[14]  M. Dholakia,et al.  Simulation of border irrigation system using explicit MacCormack finite difference method , 1998 .

[15]  Vijay P. Singh,et al.  A kinematic model for surface irrigation: Verification by experimental data , 1983 .

[16]  T. Sturm,et al.  Open Channel Hydraulics , 2001 .

[17]  Theodor Strelkoff,et al.  Border-Irrigation Hydraulics with Zero Inertia , 1977 .

[18]  Two-dimensional zero-inertia model of surface water flow for basin irrigation based on the standard scalar parabolic type , 2014, Irrigation Science.

[19]  S. F. Mousavi,et al.  Simulation of furrow irrigation using the Slow-change/slow-flow equation , 2013 .

[20]  Nikolaos D. Katopodes Hydrodynamics of surface irrigation: vertical structure of the surge front , 2004, Irrigation Science.

[21]  Mohammad Valipour,et al.  INCREASING IRRIGATION EFFICIENCY BY MANAGEMENT STRATEGIES: CUTBACK AND SURGE IRRIGATION , 2013 .

[22]  Abdulaziz S. Turbak,et al.  Analytical Solutions for Surface Irrigation. I: Constant Infiltration Rate , 1988 .

[23]  Aliasghar Montazar,et al.  Sensitive analysis of optimized infiltration parameters in SWDC model , 2012 .

[24]  Miguel A. Mariño,et al.  Comparison and selection of furrow irrigation models , 1984 .

[25]  M. Valipour Comparison of Surface Irrigation Simulation Models: Full Hydrodynamic, Zero Inertia, Kinematic Wave , 2012 .

[26]  J. Feyen,et al.  Evaluation of Various Surface Irrigation Numerical Simulation Models , 2003 .