Settling velocity of sediments at high concentrations

• Published in: Coastal engineering (Amsterdam) 2004-03, Vol.51 (1), p.91-100
• Main Authors: Baldock, T.E., Tomkins, M.R., Nielsen, P., Hughes, M.G.
• Format: Article
• Language: English
• Subjects: Earth sciences; Earth, ocean, space; Exact sciences and technology; Fall velocity; Geomorphology, landform evolution; Hindered settling; Marine and continental quaternary; Sediment concentration; Sheet flow; Surficial geology; Suspended sediment transport; Swash zone sediment transport
• ISSN: 0378-3839; 1872-7379
• DOI: 10.1016/j.coastaleng.2003.12.004

New data on the settling velocity of artificial sediments and natural sands at high concentrations are presented. The data are compared with a widely used semiempirical Richardson and Zaki equation (Trans. Inst. Chem. Eng. 32 (1954) 35), which gives an accurate measure of the reduction in velocity as a function of concentration and an experimentally determined empirical power n. Here, a simple method of determining n is presented using standard equations for the clear water settling velocity and the seepage flow within fixed sediment beds. The resulting values for n are compared against values derived from new and existing laboratory data for beach and filter sands. For sands, the appropriate values of n are found to differ significantly from those suggested by Richardson and Zaki for spheres, and are typically larger, corresponding to a greater reduction in settling velocity at high concentrations. For fine and medium sands at concentrations of order 0.4, the hindered settling velocity reduces to about 70% of that expected using values of n derived for spheres. At concentrations of order 0.15, the hindered settling velocity reduces to less than half of the settling velocity in clear water. These reduced settling velocities have important implications for sediment transport modelling close to, and within, sheet flow layers and in the swash zone.