Mathematical Problems in Engineering / 2019 / Article / Fig 8

Research Article

A Meshless WCSPH Boundary Treatment for Open-Channel Flow over Small-Scale Rough Bed

Figure 8

Comparison of current velocity and turbulent shear stress with water depth under different Smagorinsky constants. (a) Velocity profile for different Cs in the same order, (b) velocity profile for different Cs not in the same order, (c) turbulent shear stress profile for different Cs in the same order, (d) turbulent shear stress profile for Cs = 0.001, (e) turbulent shear stress profile for Cs = 0.01, and (f) turbulent shear stress profile for Cs = 1.0.
(a)
(b)
(c)
(d)
(e)
(f)

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