Abstract: The determination of the design capacity and operation policy of water delivery systems for farming areas is complicated by the temporal variability of demands and the corresponding use of delivery capacity, the probabilistic ...

Abstract: Numerical quadrature methods are used to solve the integral equations for steady‐state reservoir‐storage density functions. The resulting approximations are used in a variety of problems with particular emphasis on the ...

Abstract: Canal cross‐section designs for uniform flows are contrasted and compared by using nondimensional shape parameters. The basic relations among the cross‐section shapes and design variables (the wetted perimeter, the water ...

Abstract: This paper develops methods for determining the optimal design capacities and distribution management of water delivery systems in the presence of probabilistic supplies and known transportation losses. A discrete distance ...

Abstract: Methods for determining the optimal design capacities and distribution management of water delivery systems in the presence of probabilistic supplies and known transportation losses are presented. A continuous distance ...