A vertical face ogee 1.5m is operating at a design head of 3m. Calculate the depth of flow immediately dowmstream from the weir
Pi = Pf
7.750×106 kg•m/s = 6.750×106 kg•m/s + (250 kg)v'
(7.750×106 - 6.750×106 )kg•m/s= (250 kg)v'
106 m/s = 250v'
v' = (106/250) m/s
v' = 4000 m/s
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