Mathematical Modelling and Computer Simulation of Activated Sludge Systems - Info and Reading Options

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Cover -- Copyright -- Contents -- Chapter 1: Introduction -- 1.1 History of the activated sludge process -- 1.1.1 Initial period -- 1.1.2 Biological nitrogen removal -- 1.1.3 Enhanced biological phosphorus removal (EBPR) -- 1.1.4 Integrated EBPR and nitrogen removal -- 1.1.5 Nitrogen removal in sidestream processes -- 1.1.6 Summary -- 1.2 Development of the activated sludge models -- 1.2.1 First period - empirical criteria -- 1.2.2 Second period - steady-state relationships of microbial growth and organic substrate utilization -- 1.2.3 Third period - complex dynamic models -- 1.3 Basic definitions in mathematical modelling and computer simulation -- 1.3.1 System -- 1.3.2 Experimentation -- 1.3.3 Model -- 1.3.4 Advantages and disadvantages of mathematical modelling and computer simulation -- Chapter 2: Model building -- 2.1 Components of a complete model of an activated sludge system -- 2.2 Hydraulic configuration model -- 2.3 Influent wastewater characterization model -- 2.4 Bioreactor model -- 2.4.1 Biokinetic model -- 2.4.2 Hydrodynamic mixing model -- 2.4.3 Oxygen transfer model -- 2.4.4 Process temperature model -- 2.5 Sedimentation/clarification model -- 2.5.1 Solids flux theory -- 2.5.2 Approaches to dynamic modelling clarifier operation -- 2.5.3 Biological processes in the secondary clarifier -- Chapter 3: Modelling specific biochemical processes occurring in activated sludge systems -- 3.1 Growth of microorganisms -- 3.1.1 Maximum specific growth rate for heterotrophic biomass, μH,max -- 3.1.2 Substrate saturation coefficient for heterotrophic biomass, KS,H -- 3.1.3 Yield coefficient for heterotrophic biomass, YH -- 3.1.4 Correction factors for anoxic kinetics and stoichiometry -- 3.2 Disappearance (loss) of biomass and cell internal components -- 3.3 Storage of substrates -- 3.4 Adsorption of substrates

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