Evaporation and seepage are the most important forms of water loss in an open channel. Evaporation loss depends on the area of free surface while, seepage loss is function of channel geometry. The design that achieves minimum water loss is determined for trapezoidal and rectangular cross sections using Lagrangian method with Manning’s equation as a constraint. The water loss function which comprises evaporation and seepage loss was used. Matlab code is created to solve the equations of optimization by trial and error. An approach to determine the bed width and water depth from known discharge, side slope, longitudinal slope, manning’s coefficient, evaporation rate, and soil type is proposed. Design charts which determine bed width and water depth that ensure minimum water loss are presented. Moreover, artificial neural networks are used to get the best design for any value of evaporation rate. Using the created design charts and neural networks optimum design can be determined easily, accurately and quickly.
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