Research Article

A Coupled 1D-2D Hydrodynamic Model for Urban Flood Inundation

Table 6

Details of FDC pipes.

Return period (year)Total rainfall (mm)Maximum rainfall intensity (mm/h)Number of FDC pipesProportion of FDC pipe (%)Maximum time of FDC (min)

153.0157.74511.8166.5
260.0178.55514.4469.5
569.2206.010026.2570.0
1076.2226.810627.8271.0