Given the following data of a head regulator: The discharge= 60 cumecs, bed level of the canal-52.2m, crest level of the regulator=52.8m, upstream water level-54.2m, downstream water level=53.9m. The dimension of gates= (2.5x3)m and the thickness of the piers is 0.9m. Neglect the velocity head and use coefficients of discharge= 0.8 and 0.577. Determine the water way of the regulator

Structural Analysis
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Chapter2: Loads On Structures
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Hydraulic structure Q.2: Given the following data of a head regulator: The discharge= 60 cumecs, bed level of the canal-52.2m, crest level of the regulator=52.8m, upstream water level-54.2m, downstream water level=53.9m. The dimension of gates= (2.5x3)m and the thickness of the piers is 0.9m. Neglect the velocity head and use coefficients of discharge= 0.8 and 0.577. Determine the water way of the regulator
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Step 1: Given data:

Discharge left parenthesis straight Q right parenthesis space equals space 60 space cumecs

Bed level of the canal equals space 52.2 space m

The crest level of the regulator = 52.8 space m

Upstream water level = 54.2 m

Downstream water level = 53.9 m

Dimensions of gates = 2.5 space m space x space 3 space m

The thickness of the piers = 0.9 m

Coefficient of discharge for gates = 0.8

Coefficient of discharge for piers = 0.577

Acceleration due to gravity left parenthesis g right parenthesis space equals space 9.81 space m divided by s ²

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