Your web browser is out of date.

Update your browser for better security, speed and to get the best experience on this website.

Update your browser

Sludge separation − gravitation/sedimentation

Posted on
Small, steel cylindrical sludge sedimentation tank with a conical base and yellow railings on the platform above it

Overview of sedimentation

Sedimentation (or gravitation or settlement) is the separation of particles from water on the basis of their weight. Particles heavier (more dense) than water will sink, while those less dense will rise. If the water is quiescent (i.e. still) or semi-quiescent then the particles can collect at the base or surface of the water, from where they may then be removed.

Sedimentation is the separation of particles heavier than water. Particles less dense than water can be separated by flotation, though flotation commonly employs air (as in dissolved air flotation thickening) to promote the separation of particles which are neutrally buoyant.

When a particle settles in water it does so at a constant velocity which arises from the balance of three forces:

  • the downward gravitation force arising from the density difference between the settling particle solids (ρs) and the water (ρ)
  • the buoyancy force from the displacement of the water by the particle, which relates to the water density, and
  • the drag force, which is a function of the particle cross-sectional area (and so its effective diameter d) and is dependent on the flow regime around the particle.

Because of the dependency of drag force on the flow regime the relationship between the settling velocity and size of a settling particle is itself dependent on particle size. Larger, denser particles settling more rapidly are associated with larger Reynolds numbers which pertain to more turbulent flow.

However, for almost all practical considerations within water and wastewater treatment, laminar flow dominates during particle settlement and flotation. This being the case, the settling velocity vs of a spherical particle is given by Stokes Law:

\begin{equation} v_s=\frac{{g({\rho}}_s-\rho)d^2}{18\mu} \end{equation}

where g and µ are gravitational acceleration and liquid viscosity.

In practice particles are not spherical, and do not settle in isolation but interact with others around it settling at the same time. This interaction retards the overall settling rate, a phenomenon referred to as hindered settling. The settling rate calculated from the above equation therefore is the maximum settling rate likely to be encountered for a particle of specific size and density within the sludge sample. Both sphericity and hindered settling can be accounted for using empirical correction factors of θ (the shape factor) and Fp respectively.

Comments

All comments are moderated and may be edited or deleted at any time. You must not post anything that is defamatory, illegal, offensive or which contravenes our privacy policy guidelines. Email addresses are only used for comments purposes. Contact manager@sludgeprocessing.com to remove or edit a comment.

About this page

'Sludge separation − gravitation/sedimentation' was written by Simon Judd

This page was last updated on 20 September 2020

Disclaimer

Information on this page may have been supplied by third parties. You are reminded to contact any third parties to confirm information is accurate, up to date and complete before acting upon it. SludgeProcessing.com accepts no liability for information provided by third parties, actions taken on the basis of this information or information held on third-party websites.

© Text copyright Judd & Judd Ltd unless otherwise indicated on this page