This invention discloses an optimized scheduling method for a multi-source reservoir-
canal system in an
irrigation district based on the effective gravity-flow
water level at the end of the canal. First, parameters of the
irrigation district's reservoir group and main
canal system are obtained, and the minimum effective
water level required for
gravity flow at the end of each canal is determined. The minimum
water supply flow limit and pre-storage threshold are derived to form a baseline constraint. The pre-storage period and
water supply period are divided, and a gravity-flow
discriminant function is established. A mixed-
integer linear programming model is constructed to solve the macroscopic
discharge and water distribution process. This model is used as the upstream boundary of a one-dimensional unsteady flow model, and the hydraulic response is simulated using the Saint-Venant equations to calculate the net effective
water supply. The deviation between this deviation and the target
water demand is calculated, with the
maximum deviation less than the tolerance used as the convergence criterion; otherwise, iterative optimization is performed after correction using a damping learning rate. This invention couples macroscopic scheduling with microscopic
simulation, dynamically embedding the gravity-flow
water level at the end of the canal into the model for optimization, alleviating ineffective water supply and tailwater loss, improving water
resource utilization efficiency, and enhancing the feasibility of the solution.