A Coupled 1D-2D Hydrodynamic Model for Urban Flood Inundation

Table 3

Node characteristics of network.

Node			Bottom elevation; (m)	Top elevation; (m)	Top diameter; (m)	Bottom area; (m^2)
1	−70.7107	100.0000	−1.1586	0.0	1.0	4.0
2	29.2893	100.0000	−1.2586	0.0	1.0	0.8
3	100.0000	170.7107	−1.3293	0.0	1.0	0.8
4	100.0000	29.2893	−1.3293	0.0	1.0	0.8
5	170.7107	100.0000	−1.4000	0.0	1.0	0.8
6	270.7107	100.0000	−1.5000	0.0	1.0	0.8