ANALYTICAL AND NUMERICAL DESCRIPTION OF THE SETTLING PROCESS IN THE ACTIVATED SLUDGE OPERATION
The secondary clarifier or settler is crucial for the whole activated sludge operation. Consequently it is important to obtain a reliable analytical model as well as a useful numerical method, which can be used in automatic control of the settling process. Discontinuities (shocks) appear physically,...
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| Published in | Instrumentation, Control and Automation of Water and Wastewater Treatment and Transport Systems pp. 471 - 478 |
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| Main Authors | , , |
| Format | Book Chapter |
| Language | English |
| Published |
Elsevier Ltd
1990
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| Subjects | |
| Online Access | Get full text |
| ISBN | 9781483117607 0080407765 148311760X 148315002X 9780080407760 9781483150024 |
| DOI | 10.1016/B978-0-08-040776-0.50063-9 |
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| Abstract | The secondary clarifier or settler is crucial for the whole activated sludge operation. Consequently it is important to obtain a reliable analytical model as well as a useful numerical method, which can be used in automatic control of the settling process. Discontinuities (shocks) appear physically, and an analytical description as well as a stable numerical algorithm must be able to handle these discontinuities. A model based on the Kynch theory of sedimentation is used, where the settling flux is a function only of the local concentration and is assumed to have one inflexion point. For such non-convex flux functions the settling process is qualitatively the same, independent of further assumptions on the shapes of the settling functions. Using the theory of non-linear conservation laws, the main results obtained are:•how to calculate transient and asymptotic behaviour;•how to control the concentration profile of the settler, in particular the depth of the sludge blanket, for a given load;•a numerical algorithm which automatically preserves shocks and gives the physically correct solution according to the analytical treatment. The algorithm can be applied on any flux function (with more than one inflexion point). |
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| AbstractList | The secondary clarifier or settler is crucial for the whole activated sludge operation. Consequently it is important to obtain a reliable analytical model as well as a useful numerical method, which can be used in automatic control of the settling process. Discontinuities (shocks) appear physically, and an analytical description as well as a stable numerical algorithm must be able to handle these discontinuities. A model based on the Kynch theory of sedimentation is used, where the settling flux is a function only of the local concentration and is assumed to have one inflexion point. For such non-convex flux functions the settling process is qualitatively the same, independent of further assumptions on the shapes of the settling functions. Using the theory of non-linear conservation laws, the main results obtained are:•how to calculate transient and asymptotic behaviour;•how to control the concentration profile of the settler, in particular the depth of the sludge blanket, for a given load;•a numerical algorithm which automatically preserves shocks and gives the physically correct solution according to the analytical treatment. The algorithm can be applied on any flux function (with more than one inflexion point). The secondary clarifier or settler is crucial for the whole activated sludge operation. Consequently, it is important to obtain a reliable analytical model as well as a useful numerical method, which can be used in the automatic control of the settling process. Discontinuities (shocks) appear physically, and an analytical description as well as a stable numerical algorithm must be able to handle these discontinuities. A model based on the Kynch theory of sedimentation is used, where the settling flux is a function only of the local concentration and is assumed to have one inflexion point. For such non-convex flux functions, the settling process is qualitatively the same, independent of further assumptions on the shapes of the settling functions. Using the theory of nonlinear conservation laws, the main results obtained are: how to calculate transient and asymptotic behavior; how to control the concentration profile of the settler, in particular the depth of the sludge blanket, for a given load; and, a numerical algorithm which automatically preserves shocks and gives the physically correct solution according to the analytical treatment. The algorithm can be applied on any flux function (with more than one inflexion point). |
| Author | Diehl, Stefan Sparr, Gunnar Olsson, Gustaf |
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| Copyright | 1990 International Association on Water Pollution Research and Control |
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| CorporateAuthor | Institutioner vid LTH Avdelningen för industriell elektroteknik och automation Departments at LTH Partial differential equations Division for Industrial Electrical Engineering and Automation Matematik LTH Research groups at the Centre for Mathematical Sciences Lunds universitet Naturvetenskapliga fakulteten Numerisk analys och beräkningsmatematik Faculty of Engineering, LTH Lunds Tekniska Högskola Faculty of Science Institutionen för biomedicinsk teknik Lund University Department of Biomedical Engineering Centre for Mathematical Sciences Forskargrupper vid Matematikcentrum Mathematics (Faculty of Engineering) Matematikcentrum Partiella differentialekvationer Numerical Analysis and Scientific Computing |
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| Snippet | The secondary clarifier or settler is crucial for the whole activated sludge operation. Consequently it is important to obtain a reliable analytical model as... The secondary clarifier or settler is crucial for the whole activated sludge operation. Consequently, it is important to obtain a reliable analytical model as... |
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| SubjectTerms | Beräkningsmatematik Chemical Engineering Civil Engineering Computational Mathematics Engineering and Technology Environmental Biotechnology Kemiteknik Matematik Mathematical Sciences Miljöbioteknik Natural Sciences Naturvetenskap Samhällsbyggnadsteknik Teknik Vattenbehandlingsbioteknik Vattenteknik Water Engineering Water Treatment |
| Title | ANALYTICAL AND NUMERICAL DESCRIPTION OF THE SETTLING PROCESS IN THE ACTIVATED SLUDGE OPERATION |
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