Chapter 4: Activated Sludge Modelling - IqTMA-UVa

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DenitrificationHeterotrophic Biomass Anoxic Growth (ρ 2 )XBHSS11Y HSNOSNHSALK1 YH YH i2.86 YXB14 2.86 YH1 iXBH14 2HKSSS SS K KOHOH SO KNOSNO SNO g XBHCharacteristics:Nitrates as electron aceptorAlkalinity release for charge balanceAssumption: not all biomass growth in anoxic conditions.88
Coefficients and parameters inASM189
Page 4 and 5:
Solving the Exponential ModelBy sol
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Endogenous decayIf part of the biom
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Continuous Treatment in wellmixed r
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ExerciseThe growth of a strain of L
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Maximum Dilution Rate: DmaxCell con
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Influence of nbVSSAn amount of non
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Influence of nbVSSFraction of activ
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Biomass retentionCell washout is mo
Page 20 and 21:
AerationSurfaceDiffused$$$ Aeration
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Many configuration possible!The A2/
Page 24 and 25:
OverviewApplicationCostsAdvantagesD
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Solid Retention Time (SRT)The SRT i
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Expression of SBiomass balance:VdX/
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Total mixed liquor VSS (MLVSS)MLVSS
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..and if we have nitrification??P M
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Processes for BOD Removal andNitrif
Page 36 and 37:
Processes for BOD Removal andNitrif
Page 38 and 39: Processes for BOD Removal andNitrif
Page 44 and 45: Processes for Biological NitrogenRe
Page 58 and 59: Processes for BiologicalPhosphorous
Page 64 and 65: Activated Sludge ModelingASM nº164
Page 66 and 67: Biological reaction kineticsMicroor
Page 68 and 69: Model presentationMASS BALANCES:•
Page 70 and 71: Components in ASM1Organic matter ch
Page 72 and 73: Components in ASM172
Page 74 and 75: Processes in ASM1Biological process
Page 76 and 77: Organic Matter BiodegradationORGANI
Page 78 and 79: Organic matter biodegradationAerobi
Page 80 and 81: Organic matter biodegradationSlowly
Page 82 and 83: NitrificationNitrification Kinetics
Page 84 and 85: NitrificationAutotrophic biomass de
Page 86 and 87: NitrificationSoluble organic N ammo
Page 90 and 91: Stoichiometric Matrix90
Page 92 and 93: Conclusions• The Model works at c
Page 94 and 95: In BioWin3Bioreactor Brush aeratorS
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Chapter 4: Activated Sludge Modelling - IqTMA-UVa

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