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}}

where

ν_{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


where

c_{Mv } = empirical coefficient [-]

u_{*} = bed shear velocity [L/T]

 h = water depth [L]