HEC-RAS 2D Sediment Technical Reference Manual Model Description Total-load Transport Equation Current: Vertical Diffusion Coefficient PDF Download PDF Download page Vertical Diffusion Coefficient. Current page All pages Vertical Diffusion Coefficient The vertical diffusion coefficient is required for determining the suspended-load correction factor. The vertical sediment diffusion coefficient is assumed to be related to the turbulent eddy viscosity as 1) \varepsilon _{vk}=\frac{\nu _{tv}}{\sigma _{sk}} whereν_{tv } = vertical turbulent eddy viscosity [L^2/T]σ_{sk} = Schmidt number [-]The vertical turbulent eddy viscosity is computed as 2) ν_{tv} = c_{Mv}u_*h wherec_{Mv } = empirical coefficient [-]u_{*} = bed shear velocity [L/T] h = water depth [L] ×