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Applications of Shallow Water SPH model in mountainous rivers

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Figure

Fig. 2. Uniform inflow computed by SWE-SPH and FLUENT (upper: SWE-SPH; lower: FLUENT)
Fig. 3. Schematic setup of dam break flow over a horizontal bed.
Fig. 7. SWE-SPH computed sediment bed  evolutions at t  = 400 s (first), 900 s (second), 1200 s
Fig. 8. Simulation area of river confluence in  Liusha River tributary
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