E-Andrew Sindt Creative Component S11.pdf

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List of TablesTable 1.1- Commercial wastewater simulators ................................................................................. 12Table 2.1- Optimum parameters for nitrification .............................................................................. 14Table 3.1- Regular and biological nutrient removal modes ............................................................... 30Table 3.2- Wastewater characteristics .............................................................................................. 32Table 3.3- Wastewater treatment performance for different modes ............................................... 32Table 3.4- Influent specifier input values regular mode .................................................................... 33Table 3.5- Sensitivity parameters for regular mode .......................................................................... 37Table 3.6- Simulator parameters for regular mode calibration ......................................................... 39Table 3.7- Simulator parameters for BNR-S1 mode calibration ........................................................ 40Table 4.1- Regular mode effluent quality from default simulator parameter settings ..................... 54Table 4.2- Calibrated simulator parameters for regular mode .......................................................... 56Table 4.3- Regular mode effluent quality for calibrated simulator parameter settings .................... 56Table 4.4- BNR-S1 mode effluent quality for default simulator parameter settings ......................... 57Table 4.5- BNR-S1 mode effluent quality with calibrated regular mode simulator parameters ....... 57Table 4.6- Calibrated simulator parameters for BNR-S1 mode ......................................................... 60Table 4.7- BNR-S1 mode effluent quality for calibrated simulator parameters ................................ 61Table 4.8- BNR-S2(20.1 o C) mode default effluent quality ................................................................. 61Table 4.9- BNR-S2 (20.1 o C) mode calibrated effluent quality ............................................................ 61Table 4.10- BNR-S2 (15.7 o C) mode default effluent quality .............................................................. 62Table 4.11- BNR-S2 (15.7 o C) mode calibrated effluent quality.......................................................... 62Table 4.12- Width adjustment effects on regular mode effluent quality .......................................... 63Table 4.13- Width adjustment effects on BNR-S1 mode effluent quality ......................................... 64Table 4.14- Influent wastewater COD fractions effects on regular mode effluent quality ............... 64Table 4.15- Influent wastewater COD fractions effects on BNR-S1 mode effluent quality ............... 658
Table AI.1- Influent specifier input values regular mode................................................................... 75Table AI.2- Influent specifier input values BNR-S1 mode .................................................................. 77Table AII.1- Percent deviation from effluent value at default for + 60% adjustment of simulatorparameter for regular mode ................................................................................................. 85Table AII.2- Percent deviation from effluent value at default for - 60% adjustment of simulatorparameter for regular mode ................................................................................................. 87Table AII.3- Combination 1 ................................................................................................................ 89Table AII.4- Combination 2 ................................................................................................................ 90Table AII.5- Combination 3 ................................................................................................................ 91Table AII.6- Expansion on best run from Table AII.3 .......................................................................... 92Table AII.7- BNR-S1 calibration progression ...................................................................................... 939
Page 1 and 2: Prediction of nutrient removal with
Page 3 and 4: Table of ContentsList of Figures ..
Page 5 and 6: 3.9 Effect of COD Fractions .......
Page 7 and 8: List of FiguresFigure 2.1- Biomass
Page 9: Figure AI.14- D.O. set point itiner
Page 13 and 14: Chapter 1: Introduction1.1 Importan
Page 15 and 16: Chapter 2: Literature Review2.1 Nut
Page 17 and 18: has a very low cBOD concentration a
Page 19 and 20: dissolved oxygen (D.O.) at a suffic
Page 21 and 22: Denitrification using biomass decay
Page 23 and 24: Figure 2.7- Phoredox process (Rittm
Page 25 and 26: increased the mean volatile fatty a
Page 27 and 28: used model is the Activated Sludge
Page 29 and 30: conditions included a discrete fill
Page 31 and 32: 3.1 Wastewater Treatment Plant Desc
Page 33 and 34: BNR-S2 operated with 1.5 hours simu
Page 35 and 36: Effluent 7.2 35 7.8 3.5 0.8 0.8 1.9
Page 37 and 38: constant width of 12.6 m over this
Page 39: Table 3.5- Sensitivity Parameters f
Page 42 and 43: 3.6.2 Calibration of BNR-S1 ModeThe
Page 44 and 45: Chapter 4 Results and Discussion4.1
Page 46 and 47: include 24-hour composite samples t
Page 48 and 49: Perecent deviation (predicted - obs
Page 50 and 51: Percent deviation (predicted-observ
Page 52 and 53: Percent deviaton in value (model-ob
Page 54 and 55: Percent deviation in value (modelob
Page 56 and 57: 4.2.2.2 Aerobic P/PHA uptake and P/
Page 58 and 59: Calibrated simulator parameters for
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Sum absolute value of percent devia
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Absolute value of percent deviation
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Table 4.10- BNR-S2 colder (15.7 o C
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Table 4.13- Width adjustment effect
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Percent removala linear trend from
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Chapter 5: Conclusion5.1 SummaryBio
Page 72 and 73:
Chapter 6: ReferencesAlleman, J.E.,
Page 74 and 75:
Libra, R. D., Wolter, C. F., and La
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Appendix IBioWin Simulation Setup74
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Figure AI.2 - Influent specifier fr
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Figure AI.5 - Influent specifier fr
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Figure AI.9 - SBR operation page fo
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Figure AI.13 - SBR operation page f
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Appendix IISelected BioWin Simulati
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Table AII.1- Percent deviation from
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Table AII.2- Percent deviation from
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Sum absolute value of percent devia
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AOB and NOB maximum specific growth
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Appendix IIIMonthly Monitoring Repo
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DAYIrrig.1000'sGPDInfluentNH3-Nmg/L
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D RAIN- SETT. RECYCLE Irrig.1000' I
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D RAIN- SETT. RECYCLE Irrig.1000' I
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