A new settling velocity model to describe secondary sedimentation

Elham Ramin, Dorottya Sarolta Wágner, Lars Yde, Philip John Binning, Michael R. Rasmussen, Peter Steen Mikkelsen, Benedek G. Plósz

Research output: Contribution to journalJournal articleResearchpeer-review

Abstract

Secondary settling tanks (SSTs) are the most hydraulically sensitive unit operations in biological wastewater treatment plants. The maximum permissible inflow to the plant depends on the efficiency of SSTs in separating and thickening the activated sludge. The flow conditions and solids distribution in SSTs can be predicted using computational fluid dynamics (CFD) tools. Despite extensive studies on the compression settling behaviour of activated sludge and the development of advanced settling velocity models for use in SST simulations, these models are not often used, due to the challenges associated with their calibration. In this study, we developed a new settling velocity model, including hindered, transient and compression settling, and showed that it can be calibrated to data from a simple, novel settling column experimental set-up using the Bayesian optimization method DREAM(ZS). In addition, correlations between the Herschel-Bulkley rheological model parameters and sludge concentration were identified with data from batch rheological experiments. A 2-D axisymmetric CFD model of a circular SST containing the new settling velocity and rheological model was validated with full-scale measurements. Finally, it was shown that the representation of compression settling in the CFD model can significantly influence the prediction of sludge distribution in the SSTs under dry- and wet-weather flow conditions.
Original languageEnglish
JournalWater Research
Volume66
Pages (from-to)447-458
Number of pages12
ISSN0043-1354
DOIs
Publication statusPublished - 2014

Keywords

  • Activated sludge
  • Compression
  • Calibration
  • Computational fluid dynamics
  • Rheology
  • Monte Carlo Markov Chain

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