Results 151 to 160 of about 110,951 (186)
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Closed border irrigation evaluations
Agricultural Water Management, 1984Abstract One hundred and thirty-four irrigations were evaluated, on 16 on-farm closed borders in southern New Mexico, over a 3-year period. Storage efficiencies, deep percolation efficiencies and loss ratios were the major performance parameters evaluated in the study.
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Hydrograph Shape and Border Irrigation Efficiency
Journal of Irrigation and Drainage Engineering, 1995Sloping borders with free outflow were studied to determine the effect of inflow hydrograph shape on maximum application efficiency. A zero-inertia model describing the movement of water along the border run with infiltration was used to predict the maximum application efficiency for five inflow hydrograph shapes.
A. A. Alazba, D. D. Fangmeier
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Border-Irrigation Hydraulics with Zero Inertia
Journal of the Irrigation and Drainage Division, 1977A mathematical model of the stream flow in border irrigation is presented in the context of negligible accelerations everywhere in the stream. During the advance phase, numerical solution of the governing equations is achieved on an oblique grid in the x-t plane.
Theodor Strelkoff, Nikolaos D. Katopodes
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Performance Functions of Border Irrigation Systems
Journal of Irrigation and Drainage Engineering, 1988A set of design functions that relate system performance to design variables in graded border irrigation was developed and verified. A dimensional analysis approach is used to combine the independent variables into a reduced number of independent dimensionless parameters.
Omnia ElāHakim +2 more
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Simple Model of Border Irrigation
Journal of Irrigation and Drainage Engineering, 1986This paper describes a numerical model for irrigation of sloping and level borders. The model solves the differential form of the combined equations for the conservation of mass and momentum with the acceleration terms removed. A finite difference scheme is used with the depth gradient term expressed explicitly and averaged over the entire wetted ...
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Design procedure for border irrigation
Irrigation Science, 1997An open-end graded border design procedure is presented. The proposed method based on the principle of mass conservation requires Kostiakov and Manning formulations for infiltration and roughness, respectively. The key assumption of the present design procedure is that the minimum infiltrated depth occurs at the lower border end and is equal to the ...
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Complete Hydrodynamic Border-Strip Irrigation Model
Journal of Irrigation and Drainage Engineering, 1996In this study, a hydrodynamic model is presented for simulating all the phases of border-strip irrigation. The explicit, second-order accurate MacCormack scheme is used for solving the governing equations of surface irrigation. In this method, the advance and recession fronts need not be considered explicitly and any infiltration equation can be ...
Vivekanand Singh, S. Murty Bhallamudi
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Water front advance in irrigation borders
Journal of Agricultural Engineering Research, 1971The time-distance relationship in water front advance is an important factor to be determined in designing an efficient border irrigation system. Water front advance in a border strip is a case of spatially varied unsteady flow with decreasing discharge.
A.M. Michael, A.C. Pandya
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Dimensionless Solutions of Border-Irrigation Advance
Journal of the Irrigation and Drainage Division, 1977The equations of border-irrigation flow are written in dimensionless form and solved numerically at three different levels of mathematical approximation. For the advance phase three independent parameters exist: the Froude number based on normal depth, the dimensionless exponent of the Kostiakov infiltration equation, and a dimensionless parameter ...
Nikolaos D. Katopodes, Theodor Strelkoff
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Land Forming for Border Irrigation
Transactions of the ASAE, 1978ABSTRACT AN earthwork-optimization technique, applicable to land grading for border irrigation, is presented. The method is developed for use with the digital computer using iterative application of least-squares principles to obtain an optimum field surface, based on minimizing the required volume of cut.
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