10. The flow rate in a 3-m wide rectangular channel on a slope of 2 percent is 11 m/s. The Manning's roughness coefficient is 0.013. A 3-m wide 1.500-m high broad-crested weir is at the downstream end of the channel. The discharge equation for the weir is, Q Ca(2g)0SLH15 %3D discharge (m/s) discharge coefficient, 0.38 gravitational acceleration (m/s?) length of the weir (m) head on the weir (m) %3D %3D %3D %3D H. Determine the type of surface profile upstream from the weir. Using the direct step method, analyse in one step the profile upstream from the weir. (yn 0.595 m, hydraulic jump, 72.7 m to the hydraulic jump)

Elements Of Electromagnetics
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Publisher:Sadiku, Matthew N. O.
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10. The flow rate in a 3-m wide rectangular channel on a slope of 2 percent is 11 m/s. The
Manning's roughness coefficient is 0.013. A 3-m wide 1.500-m high broad-crested weir is at
the downstream end of the channel. The discharge equation for the weir is,
Ca(2g)06LH15
%3D
discharge (m/s)
discharge coefficient, 0.38
gravitational acceleration (m/s?)
length of the weir (m)
head on the weir (m)
%3D
%3D
%3D
%3D
H.
Determine the type of surface profile upstream from the weir. Using the direct step method,
analyse in one step the profile upstream from the weir.
(yn = 0.595 m, hydraulic jump, 72.7 m to the hydraulic jump)
Transcribed Image Text:10. The flow rate in a 3-m wide rectangular channel on a slope of 2 percent is 11 m/s. The Manning's roughness coefficient is 0.013. A 3-m wide 1.500-m high broad-crested weir is at the downstream end of the channel. The discharge equation for the weir is, Ca(2g)06LH15 %3D discharge (m/s) discharge coefficient, 0.38 gravitational acceleration (m/s?) length of the weir (m) head on the weir (m) %3D %3D %3D %3D H. Determine the type of surface profile upstream from the weir. Using the direct step method, analyse in one step the profile upstream from the weir. (yn = 0.595 m, hydraulic jump, 72.7 m to the hydraulic jump)
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