Flow Resistance in Simulated Irrigation Borders and Furrows

Abstract

The efficient application and distribution of water by irrigation furrows or borders is highly dependent on the rate of advance of water in these channels. The rate of advance is governed by the intake rate of the soil, the resistance offered by the channels to the flow of water, and the discharge rate into the channels. A knowledge of these factors is essential for the design of efficient irrigation systems. Intake rate has been the object of much study and methods are available for its measurement before the construction of irrigation systems. Previous flow resistance studies have dealt with either artificially roughened boundaries, conduits intended for uses other than irrigation, or discharges much greater than are likely to occur in small irrigation channels. Results of studies of flow resistance are not available for the types of roughness, sizes of channels, and discharges that are likely to be encountered in surface irrigation systems. Discharge can be regulated to correspond to other design conditions

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