Research Article
A Coupled 1D-2D Hydrodynamic Model for Urban Flood Inundation
Table 4
Discharge of pipes after results stabilized.
| | Pipe | Present model
(m3/s) | Infoworks ICM
(m3/s) | Absolute difference
(m3/s) | Relative difference
(%) |
| | 1 | 1.000 | 1.000 | 0.000 | 0.00 | | 2 | 0.412 | 0.413 | 0.002 | 0.24 | | 3 | 0.412 | 0.413 | 0.002 | 0.24 | | 4 | 0.471 | 0.471 | 0.000 | 0.00 | | 5 | 0.470 | 0.472 | 0.002 | 0.42 | | 6 | 1.000 | 1.000 | 0.000 | 0.00 |
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