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1. 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): 1.37 m3/s
(B): 111.11 m3/s
(C): 12.35 m3/s
(D): 4.11 m3/s
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