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Task $12($Max points: $1)$

Using dimensional analysis, find the weight flow rate $G$ per unit time of an ideal heavy fluid per unit length of a vertical spillway rib with a sharp crest and a free jet. The height of the liquid level in the reservoir above the spillway edge at distant distances $h$

$G=Cp{g}^{\frac{3}{2}}{h}^{\frac{3}{2}}$

$G=Cp{h}^{\frac{5}{2}}{g}^{\frac{3}{2}}$

$G=g^{\frac{3}{2}}{h}^{\frac{5}{2}}$

$G=g^{\frac{1}{2}}{h}^{\frac{5}{2}}$

Supplementary material:

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fig. $1$

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