A triangular irrigation lined canal carries a discharge of 25 m^3/s at bed slope = 1/6000 . If the side slopes of the canal are 1:1 and mannings coefficient is 0.018, the central depth of flow is equal to
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Given,
A triangular irrigation lined canal carries a discharge of 25 m³/s at bed slope = 1/6000
The side slopes of the canals are in a ratio 1:1
The Manning's coefficient = 0.018
To Find,
The central depth of flow =?
Solution,
From the formula of Manning's equation we have
Where Q = 25 m³/s, n = Manning's coefficient = 0.018, S = 1 / 16000
Hence, the central depth of flow is equal to 4.91m.
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