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 pipes | Proportion of FDC pipe (%) | Maximum time of FDC (min) |
| | 1 | 53.0 | 157.7 | 45 | 11.81 | 66.5 | | 2 | 60.0 | 178.5 | 55 | 14.44 | 69.5 | | 5 | 69.2 | 206.0 | 100 | 26.25 | 70.0 | | 10 | 76.2 | 226.8 | 106 | 27.82 | 71.0 |
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