Abstract: When a linear flood routing approach is taken for furrow irrigation runoff, the problem of delay in system response is confronted. This was dealt with by a constant response‐variable delay linear model, and the corresponding ...

Abstract: Washload and fine sediment load should not be used synonymously. In streams with large concentrations of fines, the sediment size D

Abstract: The applicability of Einstein's and Colby's sediment transport formulas is tested with flume data of total bed sediment discharge in clay suspensions. The contact bed sediment discharge calculated using Einstein's formula ...

Abstract: Project‐scale optimal on‐farm designs considering total water availability and also the variability in the on‐farm parameters are obtained using a two‐stage programming approach in a mode of maximizing the net benefits ...

Abstract: The problem of optimal turnout area size is analyzed using an approach common to the casual processes theory (CPT) of mathematical sociology and to the systems engineering approach. The three basic CPT models with different ...

Abstract: The terminal area process models were used to assess the benefit streams of irrigation projects considering the dynamics of water receipts by farmers. The terminal area processes affect the production performance critically, ...