2008
DOI: 10.1016/j.watres.2007.08.040
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Extending and calibrating a mechanistic hindered and compression settling model for activated sludge using in-depth batch experiments

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Cited by 70 publications
(48 citation statements)
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“…Importantly, the actual verification of concentration profiles in settling suspensions is non-trivial. The ability to monitor settling rates, sediment bed evolution and concentration changes (which are essential knowledge for optimizing process design [5,6]) is typically impeded due to the lack of convenient non-invasive measurement techniques [7].…”
Section: Introductionmentioning
confidence: 99%
“…Importantly, the actual verification of concentration profiles in settling suspensions is non-trivial. The ability to monitor settling rates, sediment bed evolution and concentration changes (which are essential knowledge for optimizing process design [5,6]) is typically impeded due to the lack of convenient non-invasive measurement techniques [7].…”
Section: Introductionmentioning
confidence: 99%
“…Mass balances allow the following partial differential equation and boundary conditions to be derived (more details on the derivation of the model PDE and boundary conditions can be found in several studies, including [5,7,8,16,18]:…”
Section: Modeling Of Batch Sedimentationmentioning
confidence: 99%
“…On this basis, a numerical solution procedure based on the MOL is developed in Section 3. In Section 4, model parameters are inferred from experimental data collected on a pilot plant [5][6][7]. A continuous settling model is then coupled to an activated sludge model, including anoxic and aerobic tanks, and simulation results are discussed in Section 5.…”
Section: Introductionmentioning
confidence: 99%
“…When the solids concentration further increases above a critical concentration (5-10 g L -1 ), the settling behaviour changes to compressive settling (Class IV). The exact transition concentration depends once more on the flocculation state of the particles (De Clercq et al, 2008). At these elevated concentrations, the solids come into physical contact with one another and are subjected to compaction due to the weight of overlying particles.…”
Section: Introductionmentioning
confidence: 99%