A roadway-median channel is to be designed to carry a discharge of 0.60 m3/s on a slope of 0.007. The trapezoidal channel will be lined with Bermuda grass that has an average height of 15 cm, for which Manning’s n is 0.08. Considering efficiency and stability of the channel, the ratio B/yn should equal 4 and the side slopes will be 3:1. Specify all other design parameters for the channel (yn, B, FB, T, and Tchannel) in meters. Compute the velocity (m/s) and tractive force (kPa) at design capacity.

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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A roadway-median channel is to be designed to carry a discharge of 0.60 m3/s on a slope of
0.007. The trapezoidal channel will be lined with Bermuda grass that has an average height
of 15 cm, for which Manning’s n is 0.08. Considering efficiency and stability of the
channel, the ratio B/yn should equal 4 and the side slopes will be 3:1. Specify all other
design parameters for the channel (yn, B, FB, T, and Tchannel) in meters. Compute the velocity
(m/s) and tractive force (kPa) at design capacity.

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