Water flows up the ramp shown in Fig. P3.72 with negligible viscous losses. The upstream depth and velocity are maintained at h1 = 0.3 m and V1 = 6 m/s. Plot a graph of the downstream depth, as a function of the ramp height, H, for 0 ≤ H ≤ 2 m. Note that for each value of H there are three solutions, not all of which are realistic.
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