4. Design a Drop Structure at section 2 at downstream of concrete canal for the same system of hydraulic structures from

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4. Design a Drop Structure at section 2 at downstream of concrete canal for the same system of hydraulic structures from

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4 Design A Drop Structure At Section 2 At Downstream Of Concrete Canal For The Same System Of Hydraulic Structures From 1
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4. Design a Drop Structure at section 2 at downstream of concrete canal for the same system of hydraulic structures from Reservoir A to Reservoir B shown in the above Figure. The reservoirs are connected with a rectangular concert canal with Manning coefficient of n = 0.017, bottom width of b = 20.0, bottom slope of So= 0.0015 and the conveying discharge of Q = 60.0 m/s. [25 marks]
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