Technical Papers
Mar 30, 2020

Adhesion and Deadhesion of Ureolytic Bacteria on Sand under Variable Pore Fluid Chemistry

Publication: Journal of Environmental Engineering
Volume 146, Issue 6

Abstract

It is essential to understand the phenomena of adhesion, deadhesion, and transport of microorganisms in porous media to scale up bioengineering processes. In this study, the adhesion and deadhesion of two ureolytic microorganisms were investigated in loose sand using a set of flow-through column experiments by varying the pore fluid chemistry. An increase in the ionic strength altered the surface-charge properties of the microbes and the selected geomaterial, which in turn reduced the energy barrier, leading to significant adhesion of microbes on the sand surface. After microbial adhesion, permeation of a lower-ionic-strength solution exhibited considerable bacterial deadhesion from the sand column, indicating the reversible nature of the interaction between bacteria and the sand surface. The physicochemical adhesion and deadhesion mechanisms are elucidated in terms of extended Derjaguin-Landau-Verwey-Overbeek theory. The variation of the energy barrier between the microbe and sand, the appearance of primary and secondary energy minima attributed to the change in pore fluid chemistry, and its influence on microbial adhesion and deadhesion on to the sand were also studied.

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Data Availability Statement

All data used during the study appear in the published article. There are no codes and models associated with this submission.

References

Achal, V., and X. Pan. 2011. “Characterization of urease and carbonic anhydrase producing bacteria and their role in calcite precipitation.” Curr. Microbiol. 62 (3): 894–902. https://doi.org/10.1007/s00284-010-9801-4.
Anbu, P., C. H. Kang, Y. J. Shin, and J. S. So. 2016. “Formations of calcium carbonate minerals by bacteria and its multiple applications.” SpringerPlus 5 (1): 1–26. https://doi.org/10.1186/s40064-016-1869-2.
ASTM. 2006a. Standard practice for classification of soils for engineering purposes (Unified Soil Classification System). ASTM D2487. West Conshohocken, PA: ASTM.
ASTM. 2006b. Standard test method for specific gravity of soil solids by gas pycnometer. ASTM D5550. West Conshohocken, PA: ASTM.
ASTM. 2007. Standard test method for particle size analysis of soils. ASTM D422. West Conshohocken, PA: ASTM.
Cheng, L., M. A. Shahin, R. Cord-Ruwisch, M. Addis, T. Haranto, and C. Elms. 2014. “Soil stabilisation by microbial induced calcium carbonate precipitation: Investigation of some important physical and environmental aspects.” In Proc., 7th Int. Congress on Environmental Geotechnics, 1–8. New York: Curran Associates.
Choi, N. C., J. W. Choi, K. S. Kwon, S. G. Lee, and S. Lee. 2017. “Quantifying bacterial attachment and detachment using leaching solutions of various ionic strengths after bacterial pulse.” AMB Express 7 (1): 38. https://doi.org/10.1186/s13568-017-0340-2.
Chu, J., V. Ivanov, and M. Naeimi. 2014. “Optimization of calcium-based bioclogging and biocementation of sand.” Acta Geotech. 9 (2): 277–285. https://doi.org/10.1007/s11440-013-0278-8.
Fauriel, S., and L. Laloui. 2012. “A bio-chemo-hydro-mechanical model for microbially induced calcite precipitation in soils.” Comput. Geotech. 46 (Nov): 104–120. https://doi.org/10.1016/j.compgeo.2012.05.017.
Freeze, R. A., and J. N. Cherry. 1979. Ground water. Englewood Cliffs, NJ: Prentice Hall.
Ginn, T. R., B. D. Wood, K. E. Nelson, T. D. Scheibe, E. M. Murphy, and T. P. Clement. 2002. “Processes in microbial transport in the natural subsurface.” Adv. Water. Res. 25 (8–12): 1017–1042. https://doi.org/10.1016/S0309-1708(02)00046-5.
Hahn, M. W., D. Abadzic, and C. R. O’Melia. 2004. “Aquasols: On the role of secondary minima.” Environ. Sci. Technol. 38 (22): 5915–5924. https://doi.org/10.1021/es049746d.
Harkes, M. P., L. A. van Paassen, J. L. Booster, V. S. Whiffin, and M. C. M. van Loosdrecht. 2010. “Fixation and distribution of bacterial activity in sand to induce carbonate precipitation for ground reinforcement.” Ecol. Eng. 36 (2): 112–117. https://doi.org/10.1016/j.ecoleng.2009.01.004.
Hogg, R., T. W. Healy, and D. W. Fuerstenau. 1966. “Mutual coagulation of colloidal dispersions.” Trans. Faraday Soc. 62 (2): 1638–1651. https://doi.org/10.1039/tf9666201638.
Hsu, B. M., and C. Huang. 2002. “Influence of ionic strength and pH on hydrophobicity and zeta potential of Giardia and Cryptosporidium.” Colloids Surf., A 201 (1–3): 201–206. https://doi.org/10.1016/S0927-7757(01)01009-3.
Jain, S., and D. N. Arnepalli. 2019. “Biochemically induced carbonate precipitation in aerobic and anaerobic environments by Sporosarcina pasteurii.” Geomicrobiol. J. 36 (5): 443–451. https://doi.org/10.1080/01490451.2019.1569180.
Kim, S. B., S. J. Park, C. G. Lee, N. C. Choi, and D. J. Kim. 2008. “Bacteria transport through goethite-coated sand: Effects of solution pH and coated sand content.” Colloids Surf., B 63 (2): 236–242. https://doi.org/10.1016/j.colsurfb.2007.12.003.
Kollannur, N. J., and D. N. Arnepalli. 2019. “Methodology for determining point of zero salt effect of clays in terms of surface charge properties.” J. Mater. Civ. Eng. 31 (12): 04019286. https://doi.org/10.1061/(ASCE)MT.1943-5533.0002947.
Li, X., C. Lin, J. D. Miller, and W. P. Johnson. 2006. “Pore-scale observation of microsphere deposition at grain-to-grain contacts over assemblage-scale porous media domains using X-ray microtomography.” Environ. Sci. Technol. 40 (12): 3762–3768. https://doi.org/10.1021/es0525004.
Loosdrecht, M. C. M. V., J. Lyklema, W. Norde, and A. J. B. Zehnder. 1989. “Bacterial adhesion: A physiochemical approach.” Microb. Ecol. 17 (1): 1–15. https://doi.org/10.1007/BF02025589.
Mills, A. L., J. S. Herman, G. M. Hornberger, and T. H. Dejesust. 1994. “Effect of solution ionic strength and iron coatings on mineral grains on the sorption of bacterial cells to quartz sand.” Appl. Environ. Microbiol. 60 (9): 3300–3306. https://doi.org/10.1128/AEM.60.9.3300-3306.1994.
Mitchell, J. K., and J. C. Santamarina. 2005. “Biological considerations in geotechnical engineering.” J. Geotech. Geoevviron. 131 (10): 1222–1233. https://doi.org/10.1061/(ASCE)1090-0241(2005)131:10(1222).
Nemati, M., E. A. Greene, and G. Voordouw. 2005. “Permeability profile modification using bacterially formed calcium carbonate: Comparison with enzymic option.” Process Biochem. 40 (2): 925–933. https://doi.org/10.1016/j.procbio.2004.02.019.
Nikhil John, K., and D. N. Arnepalli. 2019. “Factors influencing zeta potential of clayey soils.” In Geotechnical characterisation and geoenvironmental engineering, edited by V. Stalin and M. Muttharam, 171–178. Dordrecht, Netherlands: Springer.
Ohmori, K., and C. E. Glatz. 1999. “Effects of pH and ionic strength on microfiltration of C. glutamicum.” J. Membr. Sci. 153 (1): 23–32. https://doi.org/10.1016/S0376-7388(98)00239-7.
Redman, J. A., S. L. Walker, and M. Elimelech. 2004. “Bacterial adhesion and transport in porous media: Role of the secondary energy minimum.” Environ. Sci. Technol. 38 (6): 1777–1785. https://doi.org/10.1021/es034887l.
Roy, S., S. Ghosh, N. Bhowmick, and P. K. R. Choudhury. 2019. “Role of physicochemical factors on bacterial attachment in textile fibrous media.” Water Environ. J. 33 (1): 21–30. https://doi.org/10.1111/wej.12365.
Toride, N., F. J. Leij, and M. T. van Genuchetn. 1999. The CXTFIT code for estimating the transport parameters from laboratory or field tracer experiments: Version 2.2. Riverside, CA: United States Salinity Laboratory, Agricultural Research Service.
Torkzaban, S., S. S. Tazehkand, S. L. Walker, and S. A. Bradford. 2008. “Transport and fate of bacteria in porous media: Coupled effects of chemical conditions and pore space geometry.” Water Resour. Res. 44 (4): 1–12. https://doi.org/10.1029/2007WR006541.
Whiffin, V. S., L. A. van Paassen, and M. P. Harkes. 2007. “Microbial carbonate precipitation as a soil improvement technique.” Geomicrobiol. J. 24 (5): 417–423. https://doi.org/10.1080/01490450701436505.
Zhang, H., and M. S. Olson. 2012. “Effect of heavy metals on bacterial attachment in soils.” J. Environ. Eng. 138 (11): 1106–1113. https://doi.org/10.1061/(ASCE)EE.1943-7870.0000573.
Zhao, Q., L. Li, C. Li, M. Li, F. Amini, and H. Zhang. 2014. “Factors affecting improvement of engineering properties of MICP-treated soil catalyzed by bacteria and urease.” J. Mater. Civ. Eng. 26 (12): 04014094. https://doi.org/10.1061/(ASCE)MT.1943-5533.0001013.

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Go to Journal of Environmental Engineering
Journal of Environmental Engineering
Volume 146Issue 6June 2020

History

Received: Jun 26, 2019
Accepted: Dec 3, 2019
Published online: Mar 30, 2020
Published in print: Jun 1, 2020
Discussion open until: Aug 30, 2020

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Authors

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Research Scholar, Dept. of Civil Engineering, Indian Institute of Technology Madras, Chennai, Tamil Nadu 600036, India. ORCID: https://orcid.org/0000-0002-8838-420X. Email: [email protected]
Dali Naidu Arnepalli, Ph.D., M.ASCE https://orcid.org/0000-0002-7972-6116 [email protected]
Associate Professor, Dept. of Civil Engineering, Indian Institute of Technology Madras, Chennai, Tamil Nadu 600036, India (corresponding author). ORCID: https://orcid.org/0000-0002-7972-6116. Email: [email protected]

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