Optimization of operating parameters of intermittent aeration-type activated sludge process for nitrogen removal: A simulation-based approach

Water Environment Research

Volumn 83, Issue 7, 2011, Pages 636-642

  Dey, Ayanangshu ^a   Truax, Dennis D ^c   Magbanua Jr , Benjamin S ^b  

^a MISSISSIPPI STATE UNIVERSITY   (United States)

^b MISSISSIPPI STATE UNIVERSITY   (United States)

^c NONE

Author keywords

Activated sludge process; ASM1; Biological nitrogen removal; Denitrification; Extended aeration; Nitrification; Process simulation; Wastewater treatment

Indexed keywords

BIOINFORMATICS; BIOLOGICAL WATER TREATMENT; DENITRIFICATION; NITRIFICATION; NITROGEN REMOVAL; WASTEWATER TREATMENT;

ASM1; BIOLOGICAL NITROGEN REMOVAL; CONVENTIONAL ACTIVATED SLUDGES; EXTENDED AERATIONS; HYDRAULIC RETENTION TIME; PROCESS SIMULATIONS; SIMULATION BASED APPROACHES; WASTEWATER TREATMENT FACILITIES;

ACTIVATED SLUDGE PROCESS;

AMMONIA; NITRATE; NITROGEN;

ACTIVATED SLUDGE; AERATION; AMMONIA; ANOXIC CONDITIONS; BIOREMEDIATION; DENITRIFICATION; NITRIFYING BACTERIUM; OPTIMIZATION; PARAMETERIZATION; POLLUTANT REMOVAL; RETENTION; WASTE FACILITY;

ACTIVATED SLUDGE; AERATION; ARTICLE; CONCENTRATION (PARAMETERS); DENITRIFICATION; MICROBIAL COMMUNITY; NITRIFICATION; NITRIFYING BACTERIUM; PARAMETER; PRIORITY JOURNAL; REPRODUCIBILITY; SIMULATION; TECHNIQUE; TIME; WASTE COMPONENT REMOVAL; WASTE WATER MANAGEMENT; WASTE WATER TREATMENT PLANT;

EID: 79960098913     PISSN: 10614303     EISSN: 15547531     Source Type: Journal    
DOI: 10.2175/106143010X12851009156600     Document Type: Article

References (23)

1. Bilanovic, D.; Battistoni, P.; Cecchi, F.; Pavan, P.; Mata-Álvarez, J. (1999) Denitrification Under High Nitrate Concentration and Alternating Anoxic Conditions. Water Res., 33, 3311-3320.
2. Choubert, J. M., Equipe Epuration des eaux usées Cemagref Lyon, Unité de recherche "Milieux Aquatiques, Ecologie et Pollutions" (2009a) Personal communication.
3. Choubert, J. M.; Stricker, A. E.; Marquot, A.; Racault, Y.; Gillot, S.; Héduit, A. (2009b) Updated Activated Sludge Model No. 1 Parameter Values for Improved Prediction of Nitrogen Removal in Activated Sludge Processes: Validation at 13 Full-Scale Plants. Water Environ. Res., 81 (9), 858-865.
4. Cox, C. D. (2004) Statistical Distribution of Uncertainty and Variability in Activated Sludge Model Parameters. Water Environ. Res., 76, 2672-2685.
5. Grady Jr., C. P. L.; Daigger, G. T.; Lim, H. C. (1999) Biological Wastewater Treatment, 2nd ed.; Marcel Dekker, Inc.: New York.
6. Habermeyer, P.; Sánchez, A. (2005) Optimization of the Intermittent Aeration in a Full-Scale Wastewater Treatment Plant Biological Reactor for Nitrogen Removal. Water Environ. Res., 77, 229-233.
7. Hanhan, O.; Artan, N.; Orhon, D. (2002) Retrofitting Activated Sludge Systems to Intermittent Aeration for Nitrogen Removal. Water Sci. Technol., 46 (8), 75-82.
8. Héduit, A.; Duchene, P. H.; Sintes, L.; (1990) Optimisation of Nitrogen Removal in Small Activated Sludge Plants. Water Sci. Technol., 22 (3-4), 123-130.
9. Henze, M.; Grady Jr., C. P. L.; Gujer, W.; Marais, G. v. R.; Matsuo, T. (1987a) Activated Sludge Model No. 1. IAWPRC Scientific and Technical Report No. 1; International Association on Water Pollution Research and Control: London: United Kingdom.
10. Henze, M.; Grady Jr., C. P. L.; Gujer, W.; Marais, G. v. R.; Matsuo, T. (1987b) A General Model for Single-Sludge Wastewater Systems. Water Res., 21, 505-515.
11. Hidaka, T.; Yamada, H.; Kawamura, M.; Tsuno, H. (2002) Effect of Dissolved Oxygen Conditions on Nitrogen Removal in Continuously Fed Intermittent-Aeration Process with Two Tanks. Water Sci. Technol., 45 (12), 181-188.
12. Jobbágy, A.; Simon, J.; Plósz, B. (2000) The Impact of Oxygen Penetration on the Estimation of Denitrification Rates in Anoxic Processes. Water Res., 34, 2606-2609.
13. Lessard, P.; Tusseau-Vuillemin, M-H.; Héduit, A.; Lagarde, F. (2007) Assessing Chemical Oxygen Demand and Nitrogen Conversions in a Multi-Stage Activated Sludge Plant with Alternating Aeration. J. Chem. Technol. Biotechnol., 82, 367-375.
14. Louzeiro, N. R.; Mavinic, D. S.; Oldham, W. K.; Meisen, A.; Gardner, I. S. (2002) Methanol- Induced Biological Nitrogen Removal Kinetics in a Full-Scale Sequencing Batch Reactor. Water Res., 36, 2721-2732.
15. Lucasse, L. J. S.; Keesman, K. J. (1999) Optimised Operation and Design of Alternating Activated Sludge Process for N Removal. Water Sci. Technol., 33 (11), 2651-2659.
16. Oh, J.; Silverstein, J. (1999) Oxygen Inhibition of Activated Sludge Denitrification. Water Res., 33, 1925-1937.
17. Rittman, B. E.; Langeland, W. E. (1985) Simultaneous Denitrification with Nitrification in Single-Channel Oxidation Ditches. J. Water Pollut. Control Fed., 57, 300-308.
18. Rittman, B. E.; MaCarty, P. L. (2001) Environmental Biotechnology: Principles and Applications; Mc-Graw Hill: New York.
19. Sasaki, K.; Yamamoto, Y.; Tsumura, K.; Ouchi, S.; Mri, Y. (1996) Development of 2-Reactor Intermittent-Aeration Activated Sludge Process for Simultaneous Removal of Nitrogen and Phosphorus. Water Sci. Technol., 34 (1-2), 111-118.
20. Sliekers, A. O.; Derwort, N.; Gomez, J. L. C.; Strous, M.; Kuenen, J. G.; Jetten, M. S. M. (2002) Completely Autotrophic Nitrogen Removal Over Nitrite in One Single Reactor. Water Res., 36, 2475-2482.
21. Surmacz-Górska, J.; Cichon, A.; Miksch, K. (1997) Nitrogn Removal from Wastewater with High Ammonia Nitrogen Concentration via Shorter Nitrification and Denitrification. Water Sci. Technol., 36 (10), 73-78.
22. Zhao, H. W.; Mavinic, D. S.; Oldham, W. K.; Koch, F. A. (1999) Controlling Factors for Simultaneous Nitrification and Denitrification in a Two-Stage Intermittent Aeration Process Treating Domestic Sewage. Water Res., 33, 961-970.
23. Zhao, H. W.; Mavinic, D. S.; Oldham, W. K.; Koch, F. A. (1998) Factors Affecting Phosphorus Removal in a Two-Stage Intermittent Aeration Process Treating Domestic Sewage. Water Sci. Technol., 38, 115-122.