A triangular irrigational lined canal carried a discharge of 25 m3/s at bed slope
1/6000. If the side slopes of the canal are 1:1 and Mannings coefficient is 0.18,
find the central depth of flow.
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Answer:
discharge of 25 m 3 / s
bed scope 1 / 6000
side scope of canal 1 1 m 1
mornings confident is 0.18,
so the correct answer is 160 point 14 coma
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