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

Table 1

Relative run time of various cases.

Scheme	Courant number	Relative run time
MSH	0.8	1.00
DTS	1.0	1.32
DTS	2.0	0.74
DTS	3.0	0.48
DTS	4.0	0.39
DTS	5.0	0.37