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, 10. Q Ca(2g)5LH15 discharge (m/s) discharge coefficient, 0.38 gravitational acceleration (m/s?) length of the weir (m) head on the weir (m) %3! Ca %3D %3D L H %3! 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) %3D

Elements Of Electromagnetics
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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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