This course is designed to cover, Hydrodynamic modeling: introduction to hydrodynamic models, general structure of models, describing unsteady flow using models based on 1D differential equation for water quality, quantity, response time and sediment transport problems. Modeling branching open channel networks with variable cross-sections and control structures like weir, culverts, siphons, flap gates and pumps. Modeling propagation of waves through canals, response time effect on operation, effect of maintenance on water levels and operation of off takes. Exercise based on the operation of an irrigation canal by an active modeling of a canal with control structures. Possible model: DUFLOW, CROPWAT, other hydrologic models

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