This invention provides a single reservoir scheduling method and device based on adaptive grid and micro-step
simulation, relating to the field of
flood control scheduling technology in water conservancy
engineering. By using micro-step
simulation, the integral error of traditional long-step calculation is overcome, making the
simulation results closer to the actual hydraulic processes of the reservoir. Based on the simulation results, the effective
reservoir capacity range is dynamically locked, and a search grid is adaptively constructed in conjunction with the inflow intensity, significantly compressing the
state space while ensuring accuracy and solving the
curse of dimensionality. Through physically driven
grid density calculation, the difference in
water volume between adjacent discrete states is ensured to be less than the reservoir's single-step regulation capacity, eliminating "grid
deadlock" at its root. Dual capacity constraint
verification is introduced into the
dynamic programming to prevent the mathematically optimal solution from failing due to insufficient
discharge capacity. Multiple
engineering constraints can be flexibly incorporated, maximizing the peak
reduction rate while ensuring safety, achieving synergistic optimization of safety and efficiency, and significantly improving the
flood control scheduling efficiency of the reservoir.