This invention discloses a method for optimizing and upgrading urban
stormwater drainage systems. The method includes establishing a model input
database for the area to be upgraded; establishing a two-dimensional surface hydrodynamic model and a one-dimensional
stormwater drainage network hydraulic model; constructing a bidirectional coupled
exchange model to simulate the
surface runoff confluence and underground drainage transport process; identifying weak links in the
system; and implementing drainage
zoning optimization,
pipe diameter adjustment, and the addition of drainage channels or outlets to address issues such as excessively long drainage paths, excessively large
zoning areas, insufficient local
discharge outlets, and insufficient
pipe diameter capacity. Based on this, multiple low-
impact development (LID) facility deployment schemes are constructed and comprehensively evaluated to select the optimal urban
stormwater drainage
system upgrade scheme. This method can simultaneously identify the operational status of the underground stormwater
drainage network and the response to
surface water accumulation, improving the accuracy of identifying the urban flooding formation process and key weak links. By considering the optimized
system and the deployment of LID facilities in a unified manner, it achieves simultaneous optimization between improving end-of-
pipe discharge capacity, reducing emissions at the source, and regulating the process.