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TítuloA 2D numerical model using finite volume method for sediment transport in rivers

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Figure

Figure 1. Construction of finite volumes
Figure 2. Longitudinal profile (x axis) and depths (y axis) in  meters, in a channel with obstacle and with double changing  regime
Figure 6. Evolution of bed surface elevation (y axis, in mm) in  a cross section located 5.5 meters from upstream the flume (x  axis, in m), from beginning to minute 40

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