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A rectangular channel with slope So = 0.005, n = 0.015. The width is b = 4.0 m and discharge in the channel is Q = 12.0 m/s.

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Ausyen (liven, So= 0005 n=0.015 b=4m 8=12 21315 Compute the 10viu al depth of flow by trial y Error weetned. Q=AV a =(BY) R2Y2 = 4, = 0.88m V2= 0.12 = 3.4 mis A 0.8884 Ez = Ye + ki = 0.66+ 84) de 2x9.81 -1.47 Sf2 = Vnr . R = 480.88 R₂13 4+ 2x0.88 =

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