Profiles of hydraulic-fill tailings beaches, and seepage through hydraulically sorted tailings

It is shown that the profiles of beaches of hydraulic-fill tailings dams can be predicted with good accuracy the use of small-scale laboratory deposition tests on materials from a prototype tailings dam. Although the slope of a tailings beach at any point is related to the shear strength of the settled slurry, are severe practical difficulties in the prediction of beach profiles from shear strengths measured in the laboratory. The hydraulic sorting of particle sizes that occurs on a tailings beach results in a gradient of permeability the beach, and this gradient has the significant effect of lowering the phreatic surface in the tailings dam.