A spillway of an irrigation project is to be studied by means of a model constructed to a scale of 1 : 9. The prototype discharge is 1000 m3/s. Neglecting the viscous and surface tension effects, the required flow rate for the model is
A
12.35 m3/s
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B
111.11 m3/s
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C
4.11 m3/s
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D
1.37 m3/s
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Solution
The correct option is C 4.11 m3/s Dischargeratio,Qr=L2.5f