Research Article
The Compound Effect of Spatial and Temporal Resolutions on the Accuracy of Urban Flood Simulation
Table 1
Values of empirical parameters.
| | Number | Parameter | Value |
| | 1 | Manning’s roughness for impervious area | 0.013 | | 2 | Manning’s roughness for pervious area | 0.230 | | 3 | Depression storage on impervious area (mm) | 2.500 | | 4 | Depression storage on pervious area (mm) | 5.000 | | 5 | Roughness of pipe | 0.014 | | 6 | Maximum infiltration rate (mm·h−1) | 104.000 | | 7 | Minimum infiltration rate (mm·h−1) | 12.000 | | 8 | Attenuation coefficient | 8.500 |
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