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Secondary Flow Effects on Deposition of Cohesive Sediment in a Meandering Reach of Yangtze River

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Figure

Figure 1. Solution procedure.
Table 2. Model parameters used for cohesive sediment calculation.
Table 3. Channel Dimensions and Flow Condition of HHC reach.
Figure 4. (a) Water stage of the right bank (downstream view); (b) (c) and (d) Depth-averaged velocity
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