The application discloses a rubber dam dynamic boundary
simulation method and
system based on a two-dimensional water-
sediment dynamics model, relates to the technical field of water conservancy
engineering numerical
simulation and scheduling, and comprises the following steps: defining the internal interface and the virtual dam top elevation of the rubber dam; deciding the target state based on multi-element water-
sediment data; smoothly adjusting the dam top height; in the flux calculation of the finite volume method, first, rotating the state quantity to the local coordinate
system, comparing the
water level with the dam top elevation and correcting the
state variable: when the
water level is lower than the dam top, the
normal velocity is forced to be zero to simulate water retaining, and when the
water level is higher than the dam top, the effective
water depth and the
sediment discharge are calculated based on the dam top; after solving the one-dimensional Riemann problem, the global flux is obtained by inverse rotation. The application realizes the continuous and automatic
simulation of the rubber dam state without changing the
terrain, and solves the problems of
mass non-conservation and numerical
instability of the traditional method.