Vertical Sediment Concentration Distribution in High-Concentrated Flows: An Analytical Solution Using Homotopy Analysis Method
Kumbhakar Manotosh1, *, Saha Jitraj2, Ghoshal Koeli1, Kumar Jitendra1, Singh Vijay P.3
       

Average residual error Em versus the auxiliary parameter ℏ taking A = 1, α = 0.5, nH = 4, a^=0.08 , and Ca^=0.02 . (a) K(z) as linear, (b) K(z) as parabolic.