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3. Consider the following system of hydraulic structures from Reservoir A to Reservoir B. The reservoirs are connected w
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3. Consider the following system of hydraulic structures from Reservoir A to Reservoir B. The reservoirs are connected with a rectangular concert canal with Manning coefficient of n=0.017, bottom width of b=20.0 and bottom slope of So= 0.0015. Design a Stilling Basin at section 1 at downstream of sluice gate for conveying discharge of Q = 60.0 m/s. [25 marks] = Leben Lk 6 gale h=3m DO HES cambid 77777 So -0.001'5 Az = 20 Lske L=1000 Lab TTTT