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