A new approach to determine the concentration distribution in slurry transport

Most concentration distribution models are based on the advection diffusion equation for two-dimensional (2D) channel flow. These models may or may not incorporate hindered settling based on the cross-sectional averaged spatial volumetric concentration. These models also use a diffusivity based on the turbulent momentum diffusivity, sometimes...

The slip ratio or holdup function in slurry transport

THE DELFT SAND, CLAY & ROCK CUTTING MODEL

NUMERICAL SIMULATION OF THE BOTTOM DISCHARGE PROCESS OF A TRAILING SUCTION HOPPER DREDGE

NEAR FIELD 3D CFD MODELLING OF OVERFLOW PLUMES