Investigation of Velocity Distribution in Open Channel Flows Based on Conditional Average of Turbulent Structures

Table 1

Summary of the main hydraulic parameters in rectangular channel.

	Slope	Water depth, (m)	Width, (m)	(m)	Aspect ratio,	(m^3/s)	(m/s)	(m/s)
Run 1	0.001	0.065	0.300	0.045	4.615	0.008	0.021	0.025
Run 2	0.001	0.085	0.300	0.054	3.529	0.012	0.023	0.029
Run 3	0.001	0.100	0.300	0.060	3.000	0.015	0.024	0.031
Run 4	0.001	0.110	0.300	0.063	2.727	0.017	0.025	0.033
Run 5	0.001	0.150	0.300	0.075	2.000	0.025	0.027	0.038
Run 6	0.001	0.160	0.300	0.077	1.875	0.028	0.028	0.040