Prove the following equetion for the discharge in a tri- augular highway guter having H.W. : one side vertical 4the ther the other side slope (Z (H):I (v) 8/3 '12 Q = 0. 316 F(z) (y) (s) where; 513 FCZ) = 2/3 (1+ VI+z? Also, compute the discharge if z-12, n =0.015, y= o.lm 4s=0.03

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