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A Shear Reynolds Number Based Investigation Method of the Bed Load Transport in Large Rivers with Complex Morphodynamics

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Figure

Figure 1. The sketch of the investigated section of the Danube River.
Figure 2. The density function of a bed material sample collected from a side bar (green curve)
Figure 3. Shields-Parker river sedimentation diagram [7].
Figure 4. Calculated rates of the gravel load to the sand load as the function of the shear Reynolds number, based on the laboratory experiments of Wilcock et al
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