A two-dimensional hydrodynamic urban flood model based on equivalent drainage of manholes

Abstract

Numerical simulations of urban flood events are of great significance in flood control and disaster reduction. An important part of these numerical investigations concerns drainage, which is crucial to the accuracy of the simulation results. To overcome the difficulty of obtaining underground pipe network data and improve the traditional equivalent drainage simulation method, an equivalent drainage model based on manholes is proposed, to simulate urban flooding based on a two-dimensional hydrodynamic model. The new model is applied to a classic case and the simulation results are compared with those from the MIKE URBAN model to verify the simulation accuracy of the proposed formulation. The submerged areas given by the two models are compared under different rainfall conditions, with an average relative error of 6%. The differences in water depths at various nodes are statistically analyzed, and the average Nash–Sutcliffe efficiency and average root mean square error are found to be 96% and 0.03 m, respectively. The results of this research provide effective urban flood simulation in areas lacking pipe network data and have important significance for promoting the practical application of refined numerical simulations of urban flooding. HIGHLIGHTS The equivalent drainage model based on manholes was proposed.; This overcomes the problem of missing pipe network data in urban flood simulation.; An urban flood model based on two-dimensional hydrodynamic was coupling established.; Compared with MIKE URBAN, the applicability of the equivalent drainage model was verified.;

Keywords

• equivalent drainage method
• manhole
• mike urban
• two-dimensional hydrodynamic model
• urban flooding