Variation of Velocity Distribution in Rough Meandering Channels

Table 1

Condition set for the numerical model.

Serial number	CCHE mesh	CCHE GUI
1	Imax = 24 and Jmax = 500	Initial bed elevation = 0.065 m
2	Number of iterations = 10	Bed roughness,
3	Smoothing parameter = 0.5, B-spline	Initial water surface = 0.01 m
4	Exponential parameter, E = contract	Inlet boundary condition = 0.0052 m^3·s^−1
5	Deviation parameter, D = 0.5	Outlet boundary condition = 0.03 m
6	Smoothing parameter, S = 3.5