Q=1.2 m3/sec. Area of flow, A=y2otan30∘
Top width, T=2yctan30∘ For critical flow,
Q2TgA3=1
(1.2)2×2yctan30∘9.81×(y2ctan30∘)3=1
yc=[2×(1.2)29.81×(tan30∘)2]1/5 = 0.975 m