Skip to main content
Log in

Impacts of reduced sulfur components on active and resting ammonia oxidizers

  • Original Paper
  • Published:
Journal of Industrial Microbiology and Biotechnology

Abstract

While there has been significant research on the nature and extent of the impact of inhibitory reduced sulfur with respect to anaerobic (e.g., methanogenic and sulfidogenic) microbial systems, only limited study has yet been conducted on the comparable effects of soluble sulfides which might occur within aerobic wastewater treatment systems. Admittedly, aerobic reactors would not normally be considered conducive to the presence of reduced sulfur constituents, but there do appear to be a number of processing scenarios under which related impacts could develop, particularly for sensitive reactions like nitrification. Indeed, the following scenarios might well involve elevated levels of reduced sulfur within an aerobic reactor environment: (1) mixed liquor recycle back through sulfide-generating anaerobic zones (e.g., in conjunction with biological nutrient removal processes, etc.), (2) high-level side-stream sulfide recycle via sludge digestion, etc., back to aerobic reactors, and (3) high-level influent sulfide inputs to wastewater treatment facilities via specific industrial, septage, etc., streams. The objective of this study was, therefore, to determine the subsequent metabolic impact of soluble sulfide under aerated and unaerated conditions, focusing in particular on ammonia-oxidizing bacteria due to their critical first-step role with nitrification. The obtained results indicated that, under catabolically active conditions, cultures of ammonia oxidizers were extremely sensitive to the presence of sulfide. At total soluble sulfide concentrations of 0.25 mg l−1 S, active ammonia oxidation was completely inhibited. However, immediately following the removal of this soluble sulfide presence, ammonia oxidation started to recover; and it continued to improve over the next 24 h. Similar sulfide impact tests conducted with inactive ammonia oxidizers exposed during anaerobic conditions, albeit at higher dosage levels, also revealed that their subsequent aerobic activity would correspondingly be retarded. These results indicated that, after sulfide exposure under unaerated conditions, subsequent aerobic oxidative activity rates rapidly decreased as the soluble sulfide exposure was increased from 0.5 gm l−1 S to 5 mg l−1 S and that further reductions in this activity progressively developed as the concentration was increased to 200 mg l−1 S. The recovery following unaerated exposure to sulfide was significantly higher at pH 7, as compared with pH 8, and although the specific nature of this variation was not established, a hypothetical explanation appeared warranted.

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

Access this article

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Fig. 1
Fig. 2
Fig. 3

Similar content being viewed by others

References

  1. Alleman JE, Keraminda V, Pantea-Kiser L (1987) Light induced Nitrosomonas inhibition. Water Res 21:499–501

    Article  CAS  Google Scholar 

  2. Anthonisen A, Loehr RC, Prakasam TBS, Srinath EG (1976) Inhibition of nitrification by ammonia and nitrous acid. J Water Pollut Control Fed 48:835–852

    CAS  PubMed  Google Scholar 

  3. APHA, AWWA, WEF (1995) Standard methods for the examination of water and wastewater, 19th edn. American Public Health Association, Baltimore

    Google Scholar 

  4. APHA, AWWA, WEF (1992) Standard methods for the examination of water and wastewater, 18th edn. American Public Health Association, Baltimore

    Google Scholar 

  5. Bowker RPG (2000) Biological odour control by diffusion into activated sludge basins. Water Sci Technol 41:7–132

    Google Scholar 

  6. Bremner JM, Bundy LG (1974) Inhibition of nitrification in soils by volatile sulfur compounds. Soil Biol Biochem 6:161–165

    Article  Google Scholar 

  7. Colleran E, Finnegan S, Lens P (1995) Anaerobic treatment of sulphate-containing waste streams. Antonie Van Leeuwenhoek 67:29–46

    CAS  PubMed  Google Scholar 

  8. Dague RR, Urell RF, Krieger ER (1989) Treatment of pork processing wastewater in a covered anaerobic lagoon with gas recovery. Proceedings of the 44th industrial waste conference, pp 815–823

  9. Davis ML, Cornwell DA (1998) Introduction to environmental engineering, 3rd edn. McGraw-Hill, New York

    Google Scholar 

  10. Gillespie R, Humphreys D, Baird N, Robinson E (1986) Chemistry. Allyn and Bacon, Newton

    Google Scholar 

  11. Hilton BL, Oleszkiewicz JA (1988) Sulphide induced inhibition of anaerobic digestion. J Environ Eng 114:1377–1391

    CAS  Google Scholar 

  12. Hooper AB, Terry KR (1973) Specific inhibitors of ammonia oxidation in Nitrosomonas. J Bacteriol 115:480–485

    CAS  PubMed  Google Scholar 

  13. Hooper AB, Terry KR (1974) Photoinactivation of ammonium oxidation in Nitrosomonas. J Bacteriol 119:899–906

    CAS  PubMed  Google Scholar 

  14. Light TS (1972) Standard solution for redox potential measurements. Anal Chem 44:1038–1039

    CAS  Google Scholar 

  15. Madigan MT, Martinko JM, Parker J (1997) Brock biology of microorganisms, 8th edn. Prentice-Hall, Upper Saddle River

    Google Scholar 

  16. Manz W, Eisenbrecher M, Neu TR, Szewzyk U (1998) Abundance and spatial organization of gram-negative sulfate-reducing bacteria in activated sludge investigated by in situ probing with specific 16S rRNA targeted oligonucleotides. FEMS Microbiol Ecol 25:43–61

    Article  CAS  Google Scholar 

  17. McCarty GW (1999) Modes of action of nitrification inhibitors. Biol Fertil Soils 29:1–9

    Article  CAS  Google Scholar 

  18. Moerman WH, Bamelis DR, Van Holle PM, Vergote HL, Verstraete WH (1995) Advanced purification of carbonization wastewater by activated sludge treatment. J Environ Sci Health A30:875–899

    Google Scholar 

  19. O’Flaherty V, Mahony T, O’Kennedy R, Colleran E (1998) Effect of pH on growth kinetics and sulphide toxicity thresholds of a range of methanogenic, syntrophic and sulphate-reducing bacteria. Process Biochem 33:555–569

    Article  CAS  Google Scholar 

  20. Tomlinson TG, Boon AG, Trotman CNA (1965) Inhibition of nitrification in the activated sludge process. J Appl Bacteriol 29:266–291

    Google Scholar 

  21. Yamamoto IR, Komori T, Matsui S (1991) Filamentous bulking and hindrance of phosphate removal due to sulfate reduction in activated sludge. Water Sci Technol 23:927–935

    CAS  Google Scholar 

  22. Yamamoto IR, Matsui S, Komori T, Bosque-Hamilton EJ (1996) Symbiosis and competition among sulfate reduction, filamentous sulfur, denitrification, and poly-p accumulation bacteria in the anaerobic oxic activated sludge of a municipal plant. Water Sci Technol 34:119–128

    Article  Google Scholar 

  23. Yu RT, Liaw SL, Chan, CN, Lu HJ, Cheng WY (1997) Monitoring and control using on-line ORP on the continuous flow activated sludge batch system. Water Sci Technol 35:57–66

    Article  CAS  Google Scholar 

Download references

Acknowledgements

This work was funded by the National Science Foundation, Washington, D.C., Grant BES 0137330.

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to K. Sears.

Rights and permissions

Reprints and permissions

About this article

Cite this article

Sears, K., Alleman, J.E., Barnard, J.L. et al. Impacts of reduced sulfur components on active and resting ammonia oxidizers. J IND MICROBIOL BIOTECHNOL 31, 369–378 (2004). https://doi.org/10.1007/s10295-004-0157-2

Download citation

  • Received:

  • Accepted:

  • Published:

  • Issue Date:

  • DOI: https://doi.org/10.1007/s10295-004-0157-2

Keywords

Navigation