A trapezoidal channel with 2 m bed width, 1.2 m normal depth, 1: 1 side slopes, and bed slope of 0.0040 m/m carries a water discharge of 8.5/s. Estimate the Darcy friction factor and the Chezy coefficient for this case.
Water is flowing in a 3-m-wide rectangular channel ac a normal depth of 2 m. The channel is running on a slope of 0.0025 m/m and has a Chezy coefficient of 90. (a) What is the discharge in the channel in /s (b) What shear stress will be imparted to the channel bottom by this flow?
Already registered? Login
Not Account? Sign up
Enter your email address to reset your password
Back to Login? Click here