Modelling Infiltration Process, Overland Flow and Sewer System Interactions for Urban Flood Mitigation

Rainfall-runoff transformation on urban catchments involves physical processes governing runoff production in urban areas (e.g., interception, evaporation, depression, infiltration). Some previous 1D/2D coupled models do not include these processes. Adequate representation of rainfall-runoff-infiltration within a dual drainage model is still needed for practical applications. In this paper we propose a new modelling setup which includes the rainfall-runoff-infiltration process on overland flow and its interaction with a sewer network. We first investigated the performance of an outflow hydrograph generator in a 2D model domain. The effect of infiltration losses on the overland flow was evaluated through an infiltration algorithm added in a so-called Surf-2D model. Then, the surface flow from a surcharge sewer was also investigated by coupling the Surf-2D model with the SWMM 5.1 (Storm Water Management Model). An evaluation of two approaches for representing urban floods was carried out based on two 1D/2D model interactions. Two test cases were implemented to validate the model. In general, similar results in terms of peak discharge, water depths and infiltration losses against other 1D/2D models were observed. The results from two 1D/2D model interactions show significant differences in terms of flood extent, maximum flood depths and inundation volume.

Automated summary

This study introduces a new modeling setup that includes the impact of rainfall-runoff-infiltration processes on overland flow and its interaction with a sewer network. Evaluation of urban flood representation methods based on two 1D/2D model interactions reveals significant differences in terms of flood extent and inundation volume.