Chapter 4: Activated Sludge Modelling - IqTMA-UVa

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Processes for BiologicalPhosphorous Removal5 Processes most commonly used: A/O TM , A 2 /O TM , UCT, Phostrip, andModified BardenphoA) A/O TM .• It does not include nitrification (limited by short SRT)• Very simple operation• HRT anaerobic 0.5-1.5 h (higher HRT cause a secondary P released) and1-3 h in the aerobic zone• SRT 2-5 d60
Processes for BiologicalPhosphorous RemovalB) A 2 /O TM: Suitable for weak Wastewaters (low bsCOD)• Simple operation• Anoxic Zone for DN• Energy savings and Alk production• Need for a high BOD/P ratio• IR 1-4SRT 5-25 d; HRT anae0.5- 1.5 h; HRT anox0.5-1 h; HRT aer4-8 hC) University of Capetown (UCT): Suitable for weak wastewaters (low bsCOD)• Minimize the effect of NO-3 inbsCOD removal in the anaerobicstage• RAS to the Anoxic Tank and IR fromthe anoxic to the anaerobic• IR 2-4SRT 10-25 d; HRT anae1-2 h; HRT anox2-4; HRT aer4-12 h61
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Solving the Exponential ModelBy sol
Page 6 and 7:
Endogenous decayIf part of the biom
Page 8 and 9:
Continuous Treatment in wellmixed r
Page 10 and 11: ExerciseThe growth of a strain of L
Page 12 and 13: Maximum Dilution Rate: DmaxCell con
Page 14 and 15: Influence of nbVSSAn amount of non
Page 16 and 17: Influence of nbVSSFraction of activ
Page 18 and 19: Biomass retentionCell washout is mo
Page 20 and 21: AerationSurfaceDiffused$$$ Aeration
Page 22 and 23: Many configuration possible!The A2/
Page 24 and 25: OverviewApplicationCostsAdvantagesD
Page 26 and 27: Solid Retention Time (SRT)The SRT i
Page 28 and 29: Expression of SBiomass balance:VdX/
Page 30 and 31: Total mixed liquor VSS (MLVSS)MLVSS
Page 32 and 33: ..and if we have nitrification??P M
Page 34 and 35: Processes for BOD Removal andNitrif
Page 44 and 45: Processes for Biological NitrogenRe
Page 58 and 59: Processes for BiologicalPhosphorous
Page 62 and 63: 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 88 and 89: DenitrificationHeterotrophic Biomas
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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