Determine the length ratios and shear stress ratio

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Sediment movement in a wide river is to be studied using a movable-bed model. The prototype bed is composed of equal portions of MS, CS, and VCS, and the river slope is 0.00027. The model bed material has a specific gravity of 1.35.

Determine the required model sediment sizes, the length ratios, the water discharge per unit width ratio, and the shear stress ratio.

Reference no: EM131139818

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