Technical Papers
Aug 9, 2024

The Oxygen Transfer Model Applied to Steady-State Respiring Systems

Publication: Journal of Environmental Engineering
Volume 150, Issue 10

Abstract

Up to now, only limited data are available on the influence of process-related variables [influent characteristics, solids retention time (SRT), hydraulic retention time (HRT), biomass recirculation rates, process configuration, biochemical reaction rates, etc.] on oxygen transfer, as stated in the aeration manuals. Recently, standards have been updated in regard to oxygen transfer testing in clean water as well as in in-process wastewater. Unfortunately, the situation has not improved since the publication of these documents. In particular, little information exists on alpha (α) and oxygen transfer efficiency (OTE)f in biological nutrient removal (BNR) processes to study the impact of biochemical reactions on oxygen transfer under controlled process conditions. A new model is herewith proposed that would deal with the effect of oxygen consumption rate due to these substrate materials.

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Data Availability Statement

All data, models, and code generated or used during the study appear in the published article.

References

ASCE. 1997. Standard guidelines for in-process oxygen transfer testing. ASCE-18-96. Reston, VA: ASCE.
ASCE. 2018. Standard guidelines for in-process oxygen transfer testing. ASCE/EWRI 18-18. Reston, VA: ASCE.
ASCE. 2022. Standard 2-22. Measurement of oxygen transfer in clean water. ASCE/EWRI 2-22. Reston, VA: ASCE.
Baillod, C. R. 1979. “Review of oxygen transfer model refinements and data interpretation.” In Proc., Workshop toward an Oxygen Transfer Standard, edited by W. C. Boyle, 17–26. Cincinnati: USEPA.
Caşcaval, D. 2019. Comprehensive biotechnology. 3rd ed. Amsterdam, Netherlands: Pergamon.
Eckenfelder, W. W., and D. L. Ford. 1967. “New concepts in oxygen transfer and aeration.” In Advances in water quality improvement. Austin, TX: Univ. of Texas Press.
Eckenfelder, W. W., and D. L. Ford. 1970. Water pollution control: Experimental procedures for process design. Austin, TX: Pemberton Press.
Fyferling, M., J.-L. Uribelarrea, G. Goma, and C. Molina-Jouve. 2008. “Oxygen transfer in intensive microbial culture.” Bioprocess Biosyst. Eng. 31 (6): 595–604. https://doi.org/10.1007/s00449-008-0208-6.
Garcia-Ochoa, F., E. Gomez, V. E. Santos, and J. C. Merchuk. 2010. “Oxygen uptake rate in microbial processes: An overview.” Biochem. Eng. J. 49 (3): 289–307. https://doi.org/10.1016/j.bej.2010.01.011.
Jiang, P., and M. K. Stenstrom. 2011. “Oxygen transfer parameter estimation: Impact of methodology.” J. Environ. Eng. 138 (2): 137–142. https://doi.org/10.1061/(ASCE)EE.1943-7870.0000456.
Krause, S., P. Cornel, and M. Wagner. 2003. “Comparison of different oxygen transfer testing procedures in full-scale membrane bioreactors.” Water Sci. Technol. 47 (12): 169–176. https://doi.org/10.2166/wst.2003.0643.
Lee, J. 2018. “Development of a model to determine the baseline mass transfer coefficient in bioreactors (aeration tanks).” Water Environ. Res. 90 (12): 2126–2140. https://doi.org/10.2175/106143017X15131012187999.
Lee, J. 2022. “Theoretical translation of clean water to wastewater oxygen transfer rates.” J. Environ. Eng. 149 (1): 04022085. https://doi.org/10.1061/(ASCE)EE.1943-7870.0002081.
Lewis, W. K., and W. G. Whitman. 1924. “Principles of gas absorption.” Ind. Eng. Chem. 16 (12): 1215–1220. https://doi.org/10.1021/ie50180a002.
Li, D., and J. Ganczarczyk. 1987. “Stroboscopic determination of settling velocity, size and porosity of activated sludge flocs.” Water Res. 21 (3): 257–262. https://doi.org/10.1016/0043-1354(87)90203-X.
Li, D., and J. Ganczarczyk. 1988. “Flow through activated sludge flocs.” Water Res. 22 (6): 789–792. https://doi.org/10.1016/0043-1354(88)90192-3.
Li, D., and J. Ganczarczyk. 1989. “Fractal geometry of particle aggregates generated in water and wastewater treatment processes.” Environ. Sci. Technol. 23 (11): 1385–1389. https://doi.org/10.1021/es00069a009.
Li, D., and J. Ganczarczyk. 1990. “Structure of activated sludge flocs.” Biotechnol. Bioeng. 35 (1): 57–65. https://doi.org/10.1002/bit.260350109.
Li, D., and J. Ganczarczyk. 1991. “Size distribution of activated sludge flocs.” Res. J. Water Pollut. Control Fed. 63 (5): 806–814.
Li, D., and J. Ganczarczyk. 1992. “Advective transport in activated sludge.” Water Environ. Res. 64 (3): 236–240. https://doi.org/10.2175/WER.64.3.7.
Li, D., and J. Ganczarczyk. 1993. “Factors affecting dispersion of activated sludge flocs.” Water Environ. Res. 65 (3): 258–263. https://doi.org/10.2175/WER.65.3.10.
Mahendraker, V. 2003. “Development of a unified theory of oxygen transfer in activated sludge processes–The concept of net respiration rate flux.” Ph.D. dissertation, Dept. of Civil Engineering, Univ. of British Columbia.
Mahendraker, V., D. S. Mavinic, and K. J. Hall. 2005a. “Comparative evaluation of mass transfer of oxygen in three activated sludge processes operating under uniform conditions.” J. Environ. Eng. Sci. 4 (2): 89–100. https://doi.org/10.1139/s04-042.
Mahendraker, V., D. S. Mavinic, and B. Rabinowitz. 2005b. “Comparison of oxygen transfer test parameters from four testing methods in three activated sludge processes.” Water Qual. Res. J. Can. 40 (2): 164–176. https://doi.org/10.2166/wqrj.2005.019.
Mahendraker, V., D. S. Mavinic, and B. Rabinowitz. 2005c. “A simple method to estimate the contribution of biological floc and reactor-solution to mass transfer of oxygen in activated sludge processes.” Biotechnol. Bioeng. 91 (4): 393–405. https://doi.org/10.1002/bit.20515.
Rosso, D., D. L. Huo, and M. K. Stenstrom. 2006. “Effects of interfacial surfactant contamination on bubble gas transfer.” Chem. Eng. Sci. 61 (16): 5500–5514. https://doi.org/10.1016/j.ces.2006.04.018.
Saltelli, A. 1999. “Sensitivity analysis: Could better methods be used?” J. Geophys. Res. Atmos. 104 (D3): 3789–3793. https://doi.org/10.1029/1998JD100042.
Schwarz, M., J. Trippel, M. Engelhart, and M. Wagner. 2022. “Determination of alpha factors for monitoring of aeration systems with the ex situ off-gas method: Experience from practical application and estimation of measurement uncertainty.” Environ. Sci. Pollut. Res. 29 (58): 87950–87968. https://doi.org/10.1007/s11356-022-21915-2.
Sooyeol, K., et al. 2022. “SARS-CoV-2 RNA is enriched by orders of magnitude in solid relative to liquid wastewater at publicly owned treatment works.” Environ. Sci. 8 (4): 757–770.
Stack, V. T., Jr. 1979. Analytical measurement and saturation values for dissolved oxygen in water. Plymouth Meeting, PA: Betz-Converse-Murdoch.
USEPA. 1989a. Design manual—Fine pore aeration systems. EPA/625/1-89/023. Washington, DC: USEPA.
USEPA. 1989b. Summary report: Fine pore (fine bubble) aeration systems. EPA-625-8-85-010. Washington, DC: USEPA.

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Go to Journal of Environmental Engineering
Journal of Environmental Engineering
Volume 150Issue 10October 2024

History

Received: Feb 26, 2024
Accepted: May 15, 2024
Published online: Aug 9, 2024
Published in print: Oct 1, 2024
Discussion open until: Jan 9, 2025

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Independent Researcher, Biotechnology Technician Program, Conestoga College, 299 Doon Valley Dr., Kitchener, ON, Canada N2G 4M4; mailing address: 317 Pine Valley Dr., Kitchener, Waterloo, ON, Canada N2P 2V5. ORCID: https://orcid.org/0000-0003-4993-654X. Email: [email protected]

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