A concrete pipe of diameter 1 000 mm is laid at a slope of 1 in 100. Estimate the rate at which the water will run down the pipe so that it remains uniformly half full. Use C = 49 SI Units.
Half Full Circular concrete pipe-
Diameter (D) = 1000 mm = 1 m
Slope (S) = 1 in 100
Chezy's Constant (C) = 49
To Find-
The rate at which the water will run down the pipe (Q).
"Discharge(Q)=AC(RS)^{1\/2}"
"A=\\pi\/4 (D)^2 =0.3927 m^2"
"C=49"
"R=\\text{hydraulic mean depth} =A\/P"
"P=perimeter=\\pi D\/2"
"R=A\/P \u2014\u2014> =D\/4"
"S=1\/100"
Now,
"Q=0.3927\\times49\\times (1\/4 \\times 1\/100)^{1\/2}"
"Q=0.962m^3\/s \\space (\\text{this is the final answer})"
The rate at which the water will run down the pipe (Q) = 0.962 m3/s
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