24 25 26 27 28 29 30 31 32 33 34 35 Task N12 (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 1. G = Cpg/2h3/2 2. G = Cph5/2g3/2 3. G = 93/2h5/2 4. G=g1/2h5/2 Supplementary material: If you don't see the file, please right-click on the link and select "open the link in a new tab" option 1. fig. 1 h