Q2) A canal of trapezoidal section has bed width of 8 m and bed slope of 1 in 4000. If the depth of flow is 2.4 m and side slopes of the channel are 1 horizontal to 3 vertical, determine the average flow velocity and the discharge carried by the channel. Also compute the average shear stress at the channel boundary. Take value of Chezy's constant = 55.

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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Q2)
A canal of trapezoidal section has bed width of 8 m and bed slope of 1 in 4000.
If the depth of flow is 2.4 m and side slopes of the channel are 1 horizontal to 3 vertical, determine
the average flow velocity and the discharge carried by the channel. Also compute the average
shear stress at the channel boundary.
Take value of Chezy's constant = 55.
Q3)
6.11. A power canal of trapezoidal section has to be excavated through hard clay
at least cost. Determine the dimensions of the channel, given, discharge equal to 14 m³/s, bed slope
1:2500 and Manning's N = 0.02.
Transcribed Image Text:Q2) A canal of trapezoidal section has bed width of 8 m and bed slope of 1 in 4000. If the depth of flow is 2.4 m and side slopes of the channel are 1 horizontal to 3 vertical, determine the average flow velocity and the discharge carried by the channel. Also compute the average shear stress at the channel boundary. Take value of Chezy's constant = 55. Q3) 6.11. A power canal of trapezoidal section has to be excavated through hard clay at least cost. Determine the dimensions of the channel, given, discharge equal to 14 m³/s, bed slope 1:2500 and Manning's N = 0.02.
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