Abstract:To address the dual pressures of climate change and urbanization on the flood control system in the upper reaches of Huangpu River, through the analysis of the evolution of hydrological conditions, the investigation of current engineering problems, and the construction of a four-dimensional risk assessment model using the Analytic Hierarchy Process (AHP), it is found that the historical highest water level of the tributary rises by up to 60 cm. The current designed water level of the original once in 50 years is actually less than the once in 10-year standard. The sections of Lanlugang - Maohe - Xietang and the Hongqitang - Dazhentang - Yuanxiejing are at a medium to low risk level. The main reasons are the insufficient stability of the embankment and the low height of the embankment top. Therefore, the countermeasures centered on the resilient engineering reconstruction, the digital twin monitoring and the improvement of flood control management capabilities have been proposed, which provide the scientific basis for the construction of the flood control system in Shanghai and the Yangtze River Delta Integration Demonstration Zone.