Determine the balancing depth (y) for a canal partially in cutting and partially in filling, having following dimensions. Proceed step by step; Bed width of the canal =10 m Ratios of the side slopes of canal = H: V = 1: 1 Top width of the left hand bank = 6 m Top width of the right hand bank =3.5 m Height of the both banks from F.S.L = 0.75 m F.S.L is above the N.S.L and its distance from Canal bed =1.0 m Ratios of the side slopes of both the banks = H: V = 1.5: 1 Assume N.S.L be at a depth y above the designed bed level of the canal

Structural Analysis
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ISBN:9781337630931
Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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Course: CE-402: Irrigation Engineering

Determine the balancing depth (y) for a canal partially in cutting and partially in filling, having
following dimensions. Proceed step by step;
Bed width of the canal =10 m
Ratios of the side slopes of canal = H: V = 1: 1
Top width of the left hand bank = 6 m
Top width of the right hand bank =3.5 m
Height of the both banks from F.S.L = 0.75 m
F.S.L is above the N.S.L and its distance from Canal bed =1.0 m
Ratios of the side slopes of both the banks = H: V = 1.5: 1
Assume N.S.L be at a depth y above the designed bed level of the canal
Transcribed Image Text:Determine the balancing depth (y) for a canal partially in cutting and partially in filling, having following dimensions. Proceed step by step; Bed width of the canal =10 m Ratios of the side slopes of canal = H: V = 1: 1 Top width of the left hand bank = 6 m Top width of the right hand bank =3.5 m Height of the both banks from F.S.L = 0.75 m F.S.L is above the N.S.L and its distance from Canal bed =1.0 m Ratios of the side slopes of both the banks = H: V = 1.5: 1 Assume N.S.L be at a depth y above the designed bed level of the canal
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