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Activated Sludge Model No. 2 (IWA Scientific and Technical Report No.3), London: IWA. — 1995.78.Holman J. B. COD, ammonia and dissolved oxygen time profiles inthe simultaneous nitrification/denitrification process / Wareham D.G. //Biochemical Engineering Journal. — 2005. — Т. 22. — С. 125—133.79.Hong K. H., Chang D., Hur J. M., Han, S. B. Novel phased isolationditch system for enhanced nutrient removal and its optimal operating strategy //Journal of Environmental Science and Health, Part A. — 2003.
— Т. 38. — № 10.— С. 2179—2189.15380.Insel G., Artan N., Orhon D. Effect of aeration on nutrient removalperformance of oxidation ditch systems // Environmental engineering science. —2005. — Т. 22 (6). — С. 802—815.81.Jayasvasti M. Appropriate Lab Scale Oxidation Ditch Tank forCafeteria Building Wastewater Treatment / Ratanatamskul C. // InternationalJournal of Advances in Agricultural and Environmental Engineering. — 2014. —Т. 1. — С. 127—130.82.Jimenez J. Process control strategies for simultaneous Nitrogenremoval systems / Bott C., Regimi P., Rieger L. // Proceedings of the WaterEnvironment Federation.
— 2013. — Т. 4. — С. 492—505.83.Kappeler J. Estimation of kinetic parameters of heterotrophic biomassunder aerobic conditions and characterization of wastewater for activated sludgemodelling / Gujer W. //Water Science and Technology. — 1992. — Т. 25. — № 6.— С. 125—139.84.Knapp L. A. Study of process control strategies for biological nutrientremoval in an oxidation ditch. Graduate thesis for the degree of Master of Sciencein Civil Engineering. — University of South Florida.
— 2014.85.Krishna C. Substrate Flux into Storage and Growth in Relation toActivated Sludge Modeling / van Loosdrecht M. C. M. // Water Research. —1999. — Т. 33. — № 14. — С. 3149—3161.86.Laurent J. A protocol for the use of computational fluid dynamics as asupportive tool for wastewater treatment plant modelling / Samstag R. W., DucosteJ.
M., Griborio A., Nopens I., Batstone D. J., Wicks J. D., Saunders S., Potier O //Water Science and Technology. — 2014. — Т. 70 (10). — С. 1575—1584.87.Leininger S. et al. Archaea predominate among ammonia-oxidizingprokaryotes in soils //Nature. — 2006. — Т. 442. — № 7104. — С. 806.88.Lesage N. Calibration and application of a 1-D Model for OxidationDitches / Sperandio M., Lafforgue C., Cockx A. // Chemical Engineering Researchand Design, 81 (A), 2003, С. 1259—1264.15489.Li J. Aerobic granulation in a modified oxidation ditch with anadjustable Тume intraclarifier / Cai A., Wang M., Ding L., Ni Y.
// Bioresourcetechnology. — 2014. — Т. 157. — С. 351—354.90.Li Lei. Three-dimensional three-phase model for simulation ofhydrodynamics, oxygen mass transfer, carbon oxidation, nitrification anddenitrification an an oxidation ditch / Jinren Ni // Water Research. — 2014.
—Т. 54. — С. 200—214.91.Lindam J. Aeration Efficiency in Oxidation Ditches. — 2013.92.Liu B. et al. Fate of dissolved organic nitrogen during biologicalnutrient removal wastewater treatment processes //Journal of environmentalbiology. — 2013. — Т. 34. — № 2. — С. 325.93.Liu Y. Study of operational conditions of simultaneous nitrificationand denitrification in a Carrousel oxidation ditch for domestic wastewatertreatment / Shi H., Xia L., Shi H., Shen T., Wanga Z., Wangb G., Wang Y.
//Bioresource Technology. — 2010. — Т. 101. — С. 901—906.94.Liu Y. Approach to enhancing nitrogen removal performance withfluctuation of influent in an oxidation ditch system / Shi H., Wang Z., Fan L., ShiH. // Chemical Engineering Journal. — 2013. — Т. 219. — С. 520—526.95.Liu Y.L., Wei W.L., Lu B., Yang X.F. Research on optimal radiusratio of impellers in an oxidation ditch by using numerical simulation //Desalination and Water Treatment. — 2014. — Т. 52 (13—15).
— С. 2811—2816.96.Makinia J. Improvements in modeling dissolved oxygen in activatedsludge systems / Wells S. A. — 1999.97.Mantziaras I. D., Katsiri A. Reaction rate constants and meanpopulation percentage for nitrifiers in an alternating oxidation ditch system//Bioprocess and biosystems engineering. — 2011.
— Т. 34. — № 1. — С. 57-65.98.Margulies M. et al. Genome sequencing in microfabricated high-density picolitre reactors //Nature. — 2005. — Т. 437. — № 7057. — С. 376.15599.Meijer, S. C. F. Theoretical and practical aspects of modellingactivated sludge processes. Doctoral dissertation, Delft University of Technology,2004.100.Meyer R.L. Challenges for simultaneous nitrification, denitrificationand phosphorus removal in microbial aggregates: mass transfer limitation andnitrous oxide production / Zeng R.J., Giugliano V., Blackall L.L.
// FEMSMicrobiology Ecology. — 2005. — Т. 52. — С. 329—338.101.Michotey V. Comparison of methods for quantification of cytochromecd 1-denitrifying bacteria in environmental marine samples / Méjean V., Bonin P.//Applied and Environmental Microbiology. — 2000. — Т. 66. — № 4.
—С. 1564—1571.102.Mueller J., Boyle W. C., Popel H. J. Aeration: Principles and practice.— CRC press, 2002. — Т. 11.103.Murnleitner E. An Integrated Metabolic Model for the Aerobic andDenitrifying Biological Phosphorus Removal / Kuba T., van Loosdrecht M.C.M.,Heijnen J.J. // Biotechnology and Bioengineering. — 1997. — Т.
54 (5). — С.434—450.104.Ni B.J., Mathematical modeling of aerobic granular sludge: a review/ Yu H.Q. // Biotechnology advances. — 2010. — Т. 28. — № 6. — С. 895—909.105.Oxidation Ditches in Wastewater Treatment. Barnes D., Forster C.F.,Johnstone D.W.M. London: Pitman Books limited.
— 1983.106.Pang H. Flow characteristic and wastewater treatment performance ofa pilot-scale airlift oxidation ditch / Shi H. // Frontiers of Environmental Science &Engineering in China. — 2009. — Т. 3. — № 4. — С. 470—476.107.Park I. H. et al. Disease-specific induced pluripotent stem cells //cell.— 2008. — Т. 134. — № 5. — С. 877-886.108.Pasveer A. Über den Oxydationsgraben //Schweizerische Zeitschriftfür Hydrologie. — 1964. — Т. 26. — № 2. — С.
466-484.109.Pasveer A. A.0 0contribution to the development in activated sludgetreatment //J Proc Inst Sewage Purif. — 1959. — Т. 4. — С. 436.156110.Pasveer A. Research on Activated Sludge: I. A Study of the Aerationof Water //Sewage and Industrial Wastes. — 1953. — С. 1253-1258.111.Pasveer A. Research on Activated Sludge: II. Experiments with BrushAeration //Sewage and Industrial Wastes. — 1953. — С. 1397-1404.112.Pittoors E., Guo Y., WH Van Hulle S. Modeling Dissolved OxygenConcentration for Optimizing Aeration Systems and Reducing OxygenConsumption in Activated Sludge Processes: A Review // Chemical EngineeringCommunications, 201 (8), 2014, С.
983—1002.113.Pochana K. Model development for simultaneous nitrification anddenitrification / Keller J., Lant P. // Water Science and Technology. — 1999. —Т. 39. — № 1. — С. 235—243.114.Pochana K. Study of factors affecting simultaneous nitrification anddenitrification (SND) / Keller J.
// Water Science and Technology. — 1999. —Т. 39. — № 6. — С. 61—68.115.Rieger L. The EAWAG bio-P module for activated sludge model No.3. / Koch G., Kuhni M., Gujer W., Siegrist H. // Water Research. — 2001. —Т. 35. — С. 3887—3903.116.Rittman B.E. Simultaneous denitrification with nitrification in single-channel oxidation ditches / Langeland W.E. // Journal (Water Pollution ControlFederation). — 1985. — Т. 57.
— № 4. — С. 300—308.117.Sears K., Alleman J.E., Barnard J.L., Oleszkiewicz J.A. Density andactivity characterization of activated sludge flocs // Journal of environmentalengineering. — 2006. — Т. 132. — № 10. — С. 1235—1242.118.Sun S-P. Effective Biological Nitrogen Removal Treatment Processesfor Domestic Wastewaters with Low C/N Ratios: A Review/ Carles Pellicer iNacher, Brian Merkey, Qi Zhou, Si-Qing Xia, Dian-Hai Yang, Jian-Hui Sun, BarthF. Smets // Enviromental Engineering Science. — 2010.
— Т. 27. — № 2. —С. 111—126.157119.Simon S. Prediction of Mean Circulation Velocity in Oxidation Ditch/ Roustan M., Audic J.M., Chatellier P. // Environmental Technology. — 2001. —Т. 22. — С. 195—204.120.Sin G. Systematic Calibration of Activated Sludge Models. Doctoraldissertation, State University of Ghent. — 2004.121.Stamou A. I. Modeling Oxidation Ditches Using the IAWPRCActivated Sludge Model with Hydrodynamic Effects // Water Science Technology.— 1994.
— Т. 30. — № 2. — С. 195—192.122.Stamou A. I. Modelling of Oxidation Ditches using an open channelflow 1-D advection-dispersion equation and ASM1 Process description // WaterScience and Technology. — 1997. — Т. 36. — №5. — С. 269-276.123.Stamou A. Modelling of an alternating oxidation ditch system / KatsiriA., Mantziaras I., Boshnakov K., Koumanova B., Stoyanov S.
// Water Science andTechnology. — 1999. — Т. 34. — № 4. — С. 169—176.124.Third K. A., Burnett N., Cord‐Ruwisch R. Simultaneous nitrificationand denitrification using stored substrate (PHB) as the electron donor in an SBR//Biotechnology and bioengineering. — 2003. — Т.
83. — № 6. — P. 706-720.125.Throbäck I. N. et al. Reassessing PCR primers targeting nirS, nirKand nosZ genes for community surveys of denitrifying bacteria with DGGE//FEMS microbiology ecology. — 2004. — Т. 49. — № 3. — С. 401-417.126.Uby L. Handbook of Mixing for Wastewater and SimilarApplications. —Sundbyberg, Sweden: Xylem Water Solutions AB. — 2012.127.van Loosdrecht M. C. M. et al. (ed.). Experimental methods inwastewater treatment. — IWA publishing, 2016.128.van Niekerk A.M. A mathematical model of the carbon-limitedgrowth of filamentous and floc-forming organisms in low F/M sludge / Jenkins D.,Richard M.G. // Journal (Water Pollution Control Federation).
— 1988. С. 100—106.129.Wang S.M. Enhanced biological nutrients removal using an integratedoxidation ditch with vertical circle from wastewater by adding an anaerobic158column / Liu J.X. // Journal of Environmental Sciences. — 2005. — Т. 17. — № 6.— С. 894—898.130.Wilén B. M. The effect of dissolved oxygen concentration on thestructure, size and size distribution of activated sludge flocs / Balmér P. //WaterResearch.