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Water flows down a rectangular channel that has a width of 2.2 m, a Mannings n of 0.019 and a slope of 1 in 200. Calculate t

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* ANS :- o rectangular channel, width (B) = 2.2 m no 0.019 Szabo a = A = A 23 s? A (433 sovrum (a = sh. 10 = (0,34% 5 200 =® critical depth (m): PC = 0.4257 m) © Regime of flow:- [Fraseul poi 05 = gyvy V: 1.8327m) S Fr= 1.8327 19.8140.4747 FV = 0,8Q[m3/s) 29.68 y=7.9695x -2.433 discharge(m3/s) 13 02 y(m) 5.32 2.009 0.5 1 2 4 Q(m3/s) 2.009 5.32 13.028 29.68 0 0.5 1 1.5 3

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