This invention relates to the field of
intelligent computing technology for urban
hydrology and hydrodynamics, and discloses a method for coupled modeling of urban flooding surface and drainage
pipe network based on a
surrogate model. The method first constructs a surface-
pipe network coupled hydrodynamic numerical model based on topographic data, drainage
pipe network structure data, and rainfall input, generating training data such as node head, pipe segment flow, and
surface water depth. Based on this, a
surrogate model for the underground pipe network and a
surrogate model for the surface are constructed respectively, achieving efficient prediction of the pipe network hydrodynamic state and
surface water depth distribution. Furthermore, a feature modulation
coupling mechanism driven by the pipe network state is proposed. By establishing a
spatial mapping relationship between pipe network nodes and surface grids, the pipe network hydrodynamic state is transformed into rasterized features, and modulation parameters are generated to linearly modulate the intermediate features of the surface model. This achieves implicit coupled modeling of the underground drainage process and surface flood evolution without explicitly solving the
water exchange equation. Finally, through serial
coupling of the joint training and
inference stages, a fast, stable, and physically consistent
simulation of the
urban surface-pipe network
system is achieved. This method effectively reduces computational complexity and improves
simulation efficiency and stability, and can be applied to scenarios such as urban flooding early warning, drainage scheduling, and
risk assessment.