| description abstract | The Al‐Hassa irrigation system, which consists mainly of open concrete canals with different shapes and sizes, is complex in nature due to the presence of features such as gates, bottom falls, and junctions. The distribution of water through such a network is more complicated due to time‐dependent inflow from the springs and reservoirs into the system. In order to decide gate‐operating policies for irrigation scheduling purposes, the unsteady flow phenomenon used throughout the system to simulate depth and discharge at various reaches with time was studied. The applicabilities and limitations of various models for approximating the solution of Saint‐Venant equations were discussed. The applicabilities and limitations of various unsteady flow packages were also reviewed considering Al‐Hassa network configurations. Among all the available packages, the dynamic wave operational (DWOPER) model developed by the National Weather Service was updated, and hydraulic equations on features such as junctions with distributaries, gates of submerged and free‐flow types, and bottom falls were introduced. Other features, such as interactive capability and use of subsystems, were also added. The modified version of DWOPER is known as the Channel Network Model. Parameters such as gate coefficients and Manning's | |
