Skip to main content

Aerobic and Anoxic Suspended-Growth Biotechnologies

  • Chapter
  • First Online:
Environmental Biotechnology

Part of the book series: Handbook of Environmental Engineering ((HEE,volume 10))

Abstract

Among the suspended-growth biological treatment processes covered in this chapter are conventional activated sludge, high rate activated sludge, pure oxygen activated sludge, contact stabilization, activated sludge with nitrification, separate stage nitrification, separate stage denitrification, extended aeration, oxidation ditch, Powdered Activated Carbon Treatment (PACT) process, carrier-activated sludge processes (CAPTOR and CAST systems), activated biofilter (ABF), vertical loop reactor (VLR), and phostrip process. This chapter describes the above processes and explains their practice, limitations, design criteria, performance, energy requirements, process equipment, performance, and costs.

This is a preview of subscription content, log in via an institution to check access.

Access this chapter

Chapter
USD 29.95
Price excludes VAT (USA)
  • Available as PDF
  • Read on any device
  • Instant download
  • Own it forever
eBook
USD 259.00
Price excludes VAT (USA)
  • Available as EPUB and PDF
  • Read on any device
  • Instant download
  • Own it forever
Softcover Book
USD 329.99
Price excludes VAT (USA)
  • Compact, lightweight edition
  • Dispatched in 3 to 5 business days
  • Free shipping worldwide - see info
Hardcover Book
USD 329.99
Price excludes VAT (USA)
  • Durable hardcover edition
  • Dispatched in 3 to 5 business days
  • Free shipping worldwide - see info

Tax calculation will be finalised at checkout

Purchases are for personal use only

Institutional subscriptions

References

  1. Wang LK, Pereira NC, Hung YT, Shammas NK (eds) (2009) Biological treatment processes. Humana, Totowa, NJ, 818 pp

    Google Scholar 

  2. Wang LK, Shammas NK, Hung YT (eds) (2007) Biosolids treatment processes. Humana, Totowa, NJ, 820 pp

    Google Scholar 

  3. Seviour J, Blackall LL (1999) The microbiology of activated sludge. Kluwer, Dordrecht

    Book  Google Scholar 

  4. Alleman JE (2005) The genesis and evolution of activated sludge technology. School of Civil Engineering, West Lafayette, IN, http://bridge.ecn.purdue.edu/~alleman/w3-class/456/article/article-aswisconsin.html

  5. U.S. EPA (1976) Areawide assessment procedures manual, vol III, Report No. 600/9-76-014, U.S. Environmental Protection Agency

    Google Scholar 

  6. U.S. EPA (1977) Energy conservation in municipal wastewater treatment, Report No. 430/9-77011, U.S. Environmental Protection Agency

    Google Scholar 

  7. U.S. EPA (1974) Process design manual for upgrading existing wastewater treatment plants, technology transfer. U.S. Environmental Protection Agency

    Google Scholar 

  8. Shammas NK, Wang LK (2007) Characteristics and quantity of biosolids. In: Wang LK, Shammas NK, Hung YT (eds) Biosolids treatment processes. Humana, Totowa, NJ, pp 1–44

    Google Scholar 

  9. Copp JB, Dold PL (1998) Comparing sludge production under aerobic and anoxic conditions. Water Sci Technol 38(1):285–294

    Google Scholar 

  10. ASI (2005) Portal for activated sludge information. http://www.activatedsludge.info

  11. Wang LK, Shammas NK, Hung YT (eds) (2009) Advanced biological treatment processes. Humana, Totowa, NJ, 738 pp

    Google Scholar 

  12. Shammas NK, Wang LK (2009) Pure oxygen activated sludge. In: Wang LK, Pereira NC, Hung YT, Shammas NK (eds) Biological treatment processes. Humana, Totowa, NJ, pp 283–314

    Chapter  Google Scholar 

  13. NYS ERDA (1999) Full-scale demonstration of selector contact stabilization process Village of Fredonia Wastewater Treatment Plant, Final Report, prepared for the New York State Energy Research and Development Authority and Village of Fredonia, prepared by O’Brien & Gere Engineers, Inc

    Google Scholar 

  14. Sarioğlu M, Orhon D, Görgün E, Artan N (2004) Design procedure for carbon removal in contact stabilization activated sludge process. Water Sci Technol 48(11):285–292

    Google Scholar 

  15. Al-Mutairi N, Kartam N, Koushki P, Al-Mutairi M (2004) Modeling and predicting biological performance of contact stabilization process using artificial neural networks. J Comput Civil Eng 18(4):341–349

    Article  Google Scholar 

  16. Wang LK, Shammas NK (2009) Single-sludge systems for nitrogen removal. In: Wang LK, Shammas NK, Hung YT (eds) Advanced biological treatment processes. Humana, Totowa, NJ, pp 209–270

    Chapter  Google Scholar 

  17. U.S. EPA (1975) Process design manual for nitrogen control, technology transfer. U.S. Environmental Protection Agency, Washington DC

    Google Scholar 

  18. Liu Y, Tay JH, Lin YM, Hung YT (2009) Biological nitrification and denitrification processes. In: Wang LK, Pereira NC, Hung YT, Shammas NS (eds) Biological treatment processes. Humana, Totowa, NJ, pp 539–588

    Google Scholar 

  19. Gerardi MH (2001) Nitrification and denitrification in the activated sludge process. Wiley, New York

    Google Scholar 

  20. Copp JB, Dold PL (1998) Confirming the nitrate-to-oxygen conversion factor for denitrification. Water Res 32(4):1296–1304

    Article  Google Scholar 

  21. Fazadkia M, Mahvi AH (2004) Comparison of extended aeration activated sludge process and activated sludge with lime addition method for biosolids stabilization. Pak J Biol Sci 7(12):2061–2065

    Article  Google Scholar 

  22. KEE Group of Companies (2009) Extended aeration. Waste Water Solutions International Inc., Ellicott City, MD.http://www.keeprocess.com/html/extended_aeration.html

  23. US Filter (2009) Biological treatment-extended aeration. US Filter Corporation, information@usfilter.com, http://www.usfilter.com/water/Corporate/Technologies/biological_extended_aeration_technologies,Warrendale,PA

  24. Shammas NK, Wang LK (2009) Oxidation ditch. In: Wang LK, Pereira NC, Hung YT, Shammas NK (eds) Biological treatment processes. Humana, Totowa, NJ, pp 513–538

    Chapter  Google Scholar 

  25. Culp,Wesner and Culp (1978) A Comparison of Oxidation Ditch Plants to Competing Processes for Secondary and Advanced Treatment of Municipal Wastewater, U.S. EPA Report No. 600/2-78-051, March 1978

    Google Scholar 

  26. U.S. EPA (2000) Oxidation ditches, wastewater technology fact sheet. EPA 832-F-00-013, U.S. Environmental Protection Agency, Office of Water, Washington, DC

    Google Scholar 

  27. Abusam KJ Keesman H Spangers G van Straten, Meinema K (2002) Evaluation of control strategies using an oxidation ditch benchmark. Water Sci Technol 45(4–5):151–158

    Google Scholar 

  28. United Industries, Inc (2004) History of oxidation ditch system – The beginning of the intra-channel clarifier. United Industries, Inc., Baton Rouge, LA. www.ui-inc.com/xxhistory.htm

  29. Envirodyne Systems Inc (2004) Oxidation ditch systems. Camp Hill, PA. http://envirodynesystems.com/ditch.htm

  30. U.S. EPA (2000) Package plants – Wastewater technology fact sheet. EPA 832-F-00-016, United States Environmental Protection Agency Office of Water, Washington, DC

    Google Scholar 

  31. Shammas NK, Wang LK (2009) Emerging suspended growth biological processes. In Wang LK, Shammas NK, Hung YT (eds) Advanced biological treatment processes. Humana, Totowa, NJ, pp 619–648

    Chapter  Google Scholar 

  32. Wang LK (1989) New dawn in development of adsorption technologies. The 20th annual meeting of the fine particle society symposium on activated carbon technology, Boston, MA, Aug 1989

    Google Scholar 

  33. Wang LK, Li Y (2009) Sequencing batch reactors. In: Wang LK, Pereira NC, Hung YT, Shammas NK (eds) Biological treatment processes. Humana, Totowa, NJ, pp 659–512

    Google Scholar 

  34. Wang LK, Kurylko L, Wang MHS (1994) Sequencing batch liquid treatment. U.S. Patent and Trademark Office, Washington, DC.U.S. Patent #. 5,354,458, Oct 1994

    Google Scholar 

  35. Wang LK, Wang P, Clesceri NL (1995) Groundwater decontamination using sequencing batch processes. Water Treat 10(2):121–134

    Google Scholar 

  36. Krofta M, Wang LK, Boutroy M (1984) Development of a new treatment system consisting of adsorption flotation and filtration. U.S. Dept. of Commerce, National Technical Information Service, Springfield, VA, USA. Report #.PBS5-20940l/AS, p 28

    Google Scholar 

  37. Wang LK, Menon R (2009) Membrane bioreactor. In: Wang LK, Shammas NK, Hung YT (eds) Advanced biological treatment processes. Humana, Totowa, NJ, pp 129–156

    Chapter  Google Scholar 

  38. Wang LK, Wang MHS (1974) Removal of organic pollutants by adsorptive bubble separation processes. 1974 earth environment and resources conference digest of technical papers, vol 1(74), pp 56–57, Sept 1974

    Google Scholar 

  39. WEF and ASCE (1992) Design of municipal wastewater treatment plants. WEF manual of practice no. 8 and ASCE manual and report on engineering practice no. 76. WEF, Alexandria, VA

    Google Scholar 

  40. Randall TL, Copa WM, Dietrich MJ (1986) Leachate treatment by a powdered activated carbon process. Presented at the 59th annual conference of the Water Pollution Control Federation, Los Angeles, CA, Oct 1986

    Google Scholar 

  41. Deeny KJ, Heidman JA, Condren AJ (1990) Performance of activated sludge powdered activated carbon/wet air regeneration systems, EPA 600/S2-90/012, Cincinnati, OH

    Google Scholar 

  42. Depuydt K, Amundson R (1991) Solving an ash buildup challenge. Pollut Eng 23:73

    Google Scholar 

  43. Meidl JA (1991) Personal communication from Zimpro Passavant Environmental Systems, Inc., to P. M. Sutton, Oct 1991

    Google Scholar 

  44. Wang LK, Wu Z, Shammas NK (2009) Activated sludge processes. In: Wang LK, Pereira NC, Hung YT, Shammas NK (eds) Biological treatment processes. Humana, Totowa, NJ, pp 207–282

    Chapter  Google Scholar 

  45. U.S. EPA (1993) Nitrogen control, Tech. Report # EPA/625/R-93/010. U.S. Environmental Protection Agency, Washington, DC

    Google Scholar 

  46. Beftens L (1979) Powdered activated carbon in an activated sludge unit. J Effluent Water Treat 9:129

    Google Scholar 

  47. Leipzig NA (1980) Effectiveness of the powdered activated carbon activated sludge system in removing ammonia from an organic chemical production wastewater. Proceedings of the 35th industrial waste conference, Purdue University, Lafayette, IN. Ann Arbor, MI, pp 889–897

    Google Scholar 

  48. Ng AS, Stenstrom MK (1987) Nitrification in powdered-activated carbon- activated sludge process. J Environ Eng 113:1285

    Article  Google Scholar 

  49. Shammas NK (1986) Interaction of temperature, pH, and biomass on the nitrification process. J Water Pollut Control Fed 58(1):52–59

    Google Scholar 

  50. Wang LK (1989) Manufacturers and distributors of activated carbons and adsorption filters. Zorex Corporation, Pittsfield, MA. Technical Report # P917-5-89-7, p 33

    Google Scholar 

  51. Editor (2003) Water & wastewater products: 2004 buyer’s guide. Environmental Protection 163 p

    Google Scholar 

  52. Editor (2003) Water & wastes digest 2004 reference guide. Water & wastes digest. Bolingbrook, IL, 95 p

    Google Scholar 

  53. Wang LK (1975) The adsorption of dissolved organics from industrial effluents onto activated carbon. J Appl Chem Biotechnol 25(7):491–503

    Article  Google Scholar 

  54. Wang LK (1976) Adsorption, coagulation and filtration make a useful treatment combination, Part I. Water Sew Works 123(12):42–47

    Google Scholar 

  55. Wang LK (1977) Adsorption, coagulation and filtration make a useful treatment combination, Part II. Water Sew Works 124(1):32–36.

    Google Scholar 

  56. Wang LK (1988) Treatment of potable water from Seoul, Korea by flotation, filtration and adsorption. U.S. Dept. of Commerce, National Technical Information Service, Springfield, VA. PB88-200530/AS, 21 p

    Google Scholar 

  57. Wang LK, Wang MHS, Wang J (1987) Design, operation and maintenance of the nation’s largest physicochemical waste treatment plant, vol 1. Lenox Institute of Water Technology, Lenox, MA. Report # LIR/03-87-248, 183 p, March 1987

    Google Scholar 

  58. Wang LK, Wang MHS, Wang J (1987) Design, operation and maintenance of the nation’s largest physicochemical waste treatment plant, vol 2. Lenox Institute of Water Technology, Lenox, MA. Report # LIR/03-87/249, 161 p, March 1987

    Google Scholar 

  59. Wang LK, Wang MHS, Wang J (1987) design operation and maintenance of the nation’s largest physicochemical waste treatment plant, vol 3. Lenox Institute of Water Technology, Lenox, MA. Report # LIR/03-87/250, 227 p, March 1987

    Google Scholar 

  60. Wang LK (1989) Removal of heavy metals, chlorine and synthetic organic chemicals by adsorption. Zorex Corporation, Pittsfield, MA. Tech. Report # P917-5-89-8, 47 p, Aug 1989

    Google Scholar 

  61. Wang LK (1989) Reduction of color, odor, humic acid and toxic substances by adsorption, flotation and filtration. Annual meeting of American Institute of Chemical Engineers, symposium on design of adsorption systems for pollution control, Philadelphia, PA, 18 p, Aug. 1989

    Google Scholar 

  62. Wang LK (1995) The state-of-the-art technologies for water treatment and management. United Nations Industrial Development Organization (UNIDO), Vienna, Austria, UNIDO training manual # 8-8-95, 145 p, Aug. 1995

    Google Scholar 

  63. Webb C, Black GM, Atkinson B (eds) (1986) Process engineering aspects of immobilized cell systems. Pergamon Press, Elmsford, NY

    Google Scholar 

  64. Tampion J, Tampion MD (1987) Immobilized cells: principles and applications. Cambridge University Press, Cambridge, MA

    Google Scholar 

  65. Moo-Young M (ed) (1988) Bioreactor immobilized enzymes and cells-fundamentals and applications. Elsevier, New York

    Google Scholar 

  66. ZoBell CE (1943) The effect of solid surfaces upon bacterial activity. J Bacteriol 46:39

    Google Scholar 

  67. Sublette KL, Snider EH, Sylvester ND (1982) A review of the mechanism of powdered activated carbon enhancement of activated sludge treatment. Water Res 16:1075

    Article  Google Scholar 

  68. Maigetter RZ, Plister RM (1975) A mixed bacterial population in a continuous culture with and without kaolinite. Can J Microbiol 21:173

    Article  Google Scholar 

  69. Oakley D (1986) The retention of biomass in fast flowing systems. In: Webb C, Black OM, Atkinson B (eds) Process engineering aspects of immobilised cell systems. Pergamon Press, Elmsford, NY

    Google Scholar 

  70. Wardell JN, Brown CM, Ellwood DC, Williams AE (1984) Bacterial growth on inert surfaces. In: Dean ACR, Ellwood DC, Evans CGT (eds) Continuous culture 8: biotechnology, medicine and the environment. Ellis Horwood, Chichester, England

    Google Scholar 

  71. Jewell WJ (1983) Anaerobic attached film expanded bed fundamentals. In: Wu YC, Smith ED (eds) Fixed film biological process for wastewater treatment. Noyes Publishing, Park Ridge, NJ

    Google Scholar 

  72. Shimp RJ, Pfaender FK (1982) Effects of surface area and flow rate on marine bacterial growth in activated carbon columns. Appl Environ Microbiol 44:471

    Google Scholar 

  73. Weber WJ Jr, Pirbazari M, Melson GL (1978) Biological growth on activated carbon: an investigation by scanning electron microscopy. Environ Sci Technol 12:817

    Article  Google Scholar 

  74. Heukelekian H, Heller A (1940) Relations between food concentration and surface bacterial growth. J Bacteriol 40:547

    Google Scholar 

  75. Conn HJ, Conn JE (1940) The stimulating effect of colloids upon the growth of certain bacteria. J Bacteriol 39:99

    Google Scholar 

  76. Harwood JH, Pirt SJ (1972) Quantitative aspects of growth of the methane oxidizing bacterium Methylococcus capsulatuson methane in shake flask and continuous chemostat culture. J Appl Bacteriol 35:597

    Article  Google Scholar 

  77. Stotzky G (1966) Influence of clay minerals on microorganisms. II. Effect of various clay species, homionic clays, and other particles on bacteria. Can J Microbiol 12:831

    Article  Google Scholar 

  78. Stotzky G, Rem LT (1966) Influence of clay minerals on microorganisms. I. Montmorillonite and kaolinite on bacteria. Can J Microbiol 12:547

    Google Scholar 

  79. King DL, Verma RD (1968) The role of particulate substances in biotic degradation of organic waste. Proc. 23rd Purdue Ind. Waste Conf., p 75

    Google Scholar 

  80. Harvey RW, Young LY (1980) Enumeration of particle-bound and unattached respiring bacteria in the salt marsh environment. Appl Environ. Microbiol. 40(1):156

    Google Scholar 

  81. LeChevallier MW, Cawthon CD, Lee RG (1988) Mechanisms of bacterial survival in chlorinated drinking water. Proc. int. conf. water wastewater microbiology, Irvine, CA, February 8 to 11 1988

    Google Scholar 

  82. Marrie TJ, Costerton JW (1981) Prolonged survival of Serratia marcescensin chlorhexidine. Appl Environ Microbiol 42:1093

    Google Scholar 

  83. Marshall KC (1980) Adsorption of microorganisms to soils and sediments. In: Bitton G, Marshall KC (eds) Adsorption of microorganisms to Surfaces. Wiley, New York

    Google Scholar 

  84. Henry G, Prasad D, Lohaza W (1988) Survival of indicator Bacteria during Leaching, presented at Joint Canadian Society of Civil Engineers-American Society of Civil Engineers. National conference on environmental engineering, Vancouver, July 13 to 15 1988

    Google Scholar 

  85. Black GM, Webb C (1986) An immobilization technology based on biomass support particles. In: Webb C, Black GM, Atkinson B (eds) Process engineering aspects of immobilized cell systems. Pergamon Press, Elmsford, NY

    Google Scholar 

  86. U.S. EPA (1989) Demonstration and evaluation of the CAPTOR process for sewage treatment. U.S. Environmental Protection Agency # PB 89-118 665/AS, Cincinnati, OH

    Google Scholar 

  87. U.S. EPA (1989) Project summary: demonstration and evaluation of the CAPTOR process for sewage treatment. U.S. Environmental Protection Agency, # EPA/600/S2-88/060, Risk Reduction Engineering Laboratory, Cincinnati, OH, Feb 1989

    Google Scholar 

  88. Cooper PF, Walker I, Crabtree HE, Aldred RP (1986) Evaluation of the CAPTOR process for uprating an overloaded sewage works. In: Webb C, Black GM, Atkinson B (eds) Process engineering aspects of immobilized cell systems. Pergamon Press, Elmsford, NY

    Google Scholar 

  89. Tharp PE, Frymier M (1986) High intensity biological systems using the captivated sludge process, presented at 59th Water Pollut. Control Fed. Conf., Los Angeles, October 5 to 9 1986

    Google Scholar 

  90. Tharp CE (1988) High rate nitrification with CAPTOR Process, report from studies conducted by S. K. Banerji and J. N. Lin, University of Missouri, Columbia

    Google Scholar 

  91. Rogalla F, Payraudeau M (1987) Tertiary nitrification with fixed biomass reactors, presented at IAWPRC Conf., Brussels, Belgium, November, 24 to 28 1987

    Google Scholar 

  92. Rogalla F, Jarosz J (1982) Upgrading high load activated sludge plants with biomass support systems – comparison of porous carriers with fixed submersible beds, presented at 60th Water Pollut Control Fed. Conf., Philadelphia, October 4 to 7 1982

    Google Scholar 

  93. Hegemann W (1984) A combination of the activated sludge process with fixed film biomass to increase the capacity of waste water treatment plants. Water Sci Technol 16:119

    Google Scholar 

  94. Richards SR, Davies M, Hastwell C (1986) An evaluation of the CAPTOR process: a controllable fixed film process for wastewater treatment. In: Webb C, Black GM, Atkinson B (eds) Process engineering aspects of immobilized cell systems. Pergamon Press, Elmsford, NY

    Google Scholar 

  95. Boyle WC, Wallace AT (1986) Status of porous biomass support systems for wastewater treatment: an innovative/alternative technology assessment. Project Summary, EPA/600/S2-86/019, Environmental Protection Agency, Washington, DC

    Google Scholar 

  96. U.S. EPA (1980) Innovative and alternative technology assessment manual. U.S. Environmental Protection Agency, EPA/430/9-78-009, Washington, DC

    Google Scholar 

  97. Smith JW, Khararjian HA (1982) Activated fixed film biosystems in wastewater treatment. Proceedings of first international conference on fixed-film biological processes, Kings Island, OH, April 20–23 1982

    Google Scholar 

  98. Park J, Takizawa S, Katayama H, Ohgaki S (2002) Biofilter pretreatment for the control of microfiltration membrane fouling. Water Supply 2(2):193

    Google Scholar 

  99. Bohn Biofilter Corp. (2009) What is biofiltration, WWW.bohnbiofilter.com/html/What_is_Biofiltration_.html

  100. Water Online (2009) Wastewater biofilter, www.wateronline.com/content/productshowcase/product.asp?

  101. Waterloo Biofilter Systems (2009) The future of on-site wastewater treatment and disposal, www.waterloo-biofilter.com

  102. Shammas NK (1987) Wastewater management and reuse in housing projects. Water reuse symposium IV, implementing water reuse, AWWA Research Foundation, Denver, CO, pp 1363–1378, August 2–7 1987

    Google Scholar 

  103. Shammas NK (1982) An allosteric kinetic model for the nitrification process. Proc. tenth annual conference of water supply improvement association, Honolulu, HI, pp 1–30, July 1982

    Google Scholar 

  104. Hunter Water (2009) Burwood Beach wastewater treatment works. PDF File, Hunter Water Web Site, June 20, www.hunterwater.com.au/docs/reports/Burwood%20WWTW.pdf

  105. Metcalf and Eddy (2003) Wastewater engineering treatment and reuse, 4th edn. McGraw Hill, New York

    Google Scholar 

  106. Vesilind A (2003) Wastewater treatment plant design. Water Environment Federation and IWA Publishing, Alexandria, VA

    Google Scholar 

  107. NSFC (1992) Technical evaluation of the vertical loop reactor process technology. U.S. EPA Project No. WWPCRE13, Office of Water, National Small Flows Clearinghouse, Morgantown, WV, Sept 1992

    Google Scholar 

  108. J.M. Smith & Associates (1991) Technical evaluation of the vertical loop reactor process technology. U.S. Environmental Protection Agency, November 1991

    Google Scholar 

  109. Brandt RA, Brown EJ, Shaw GB (1989) Innovative retrofit without federal funds: Brookville, Ohio wastewater treatment facilities. 63rd annual meeting of the Ohio Wastewater Pollution Control Association, June 16 1989

    Google Scholar 

  110. Telephone conversations and correspondence with George Smith of Envirexand miscellaneous information provided by Envirexregarding design criteria, budget costs, etc. (1991)

    Google Scholar 

  111. Huibrestse GL, Smith CW, Thiel DJ, Wittmann JW (1986) Introduction to the vertical loop reactor process, June 12 1986

    Google Scholar 

  112. City of Willard (2004) Waste water treatment plant. Web Page www.willardohio.com/wwtp.htm

  113. US Filter (2004) Envirex products, wastewater treatment-biological treatment. Web Page address www.usfilterenvirex.com/products/wastewater/biological.html

  114. U.S. ACE (2009) Yearly average cost index for utilities. In: Civil works construction cost index system manual, 110-2-1304. U.S. Army Corps of Engineers, Washington, DC, p 44. PDF file is available on the internet at http://www.nww.usace.army.mil/cost

Download references

Author information

Authors and Affiliations

Authors

Editor information

Editors and Affiliations

Rights and permissions

Reprints and permissions

Copyright information

© 2010 Springer Science+Business Media, LLC

About this chapter

Cite this chapter

Shammas, N.K., Wang, L.K. (2010). Aerobic and Anoxic Suspended-Growth Biotechnologies. In: Wang, L., Ivanov, V., Tay, JH. (eds) Environmental Biotechnology. Handbook of Environmental Engineering, vol 10. Humana Press, Totowa, NJ. https://doi.org/10.1007/978-1-60327-140-0_13

Download citation

  • DOI: https://doi.org/10.1007/978-1-60327-140-0_13

  • Published:

  • Publisher Name: Humana Press, Totowa, NJ

  • Print ISBN: 978-1-58829-166-0

  • Online ISBN: 978-1-60327-140-0

  • eBook Packages: EngineeringEngineering (R0)

Publish with us

Policies and ethics