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Numerical Simulation of Sediment Transport Following a Dam Break

✍ Scribed by C. Bellos; V. Hrissanthou

Book ID
110258277
Publisher
Springer Netherlands
Year
1998
Tongue
English
Weight
108 KB
Volume
12
Category
Article
ISSN
0920-4741

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Following Sun's approach [17], Shuman smoothing instead of conventional diffusion terms is used in a simple two-time step semi-implicit finite volume scheme to simulate dam break. When the Courant number is less than one, the absolute value of amplification factor of the 1D linearized shallow-water