Water flows from under the sluice gate as shown and continues on to a free overfall (also shown). Upstream from the overfall the flow soon reaches a normal depth of 1.1 m. The profile immediately downstream of the sluice gate is as it would be if there were no influence from the part nearer the overfall. Will a hydraulic jump form for these conditions? If so, locate its position. If not, sketch the full profile and label each part. Draw the energy grade line for the system.

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Free overfall- T= 20°C ||0.10 m 0.15 m 0.20 m 0.25 m 0.31 m 1.1 m 10 m/s 20 m 20 m 20 m 20 m