Research Article
A Coupled 1D-2D Hydrodynamic Model for Urban Flood Inundation
Table 2
Pipe characteristics of network.
| Pipe | Upstream node | Downstream node | Diameter (m) | Length (m) | Manning’s coefficient |
| 1 | 1 | 2 | 1.0 | 100 | 0.013 | 2 | 2 | 4 | 0.6 | 100 | 0.013 | 3 | 2 | 3 | 0.6 | 100 | 0.013 | 4 | 4 | 5 | 0.7 | 100 | 0.013 | 5 | 3 | 5 | 0.7 | 100 | 0.013 | 6 | 5 | 6 | 1.0 | 100 | 0.013 |
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