A wide channel having a bed slope of 20 cm/km carries a specific discharge of 2.2/s. A gate is located along the channel where the depth of flow at the vena-contracted section is 0.1 mas shown in Figure Pl 5.9. Determine whether a hydraulic jump will be formed after the gate or not. At what distance will the jump be formed downstream of the gate? Take the Manning roughness coefficient as 0.02 (metric). Use the direct step method.
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