Vertical Sediment Concentration Distribution in High-Concentrated Flows: An Analytical Solution Using Homotopy Analysis Method |
Validation of the HAM-based solution (for ℏ = −1.585) with numerical solution (4th order RK-method) and implicit solution considering linear profile for K(z). A = 1, α = 0.50, nH = 4, a/h = 0.08, Ca/h = 0.02, K(z) = z. |