Diffusion and Adsorption Characteristics of Crude Oil-Contaminated Silty Clay Soil Stabilised with Freshwater Limpet Shell Ash and Cement Combination
Abstract
The diffusion of Total Petroleum Hydrocarbon (TPH) pollutants to groundwater at crude oil-contaminated sites in Nigeria's Niger Delta is a problem that severely affects drinking water. But the inclusion of cementitious materials will reduce the diffusion rate to groundwater. This study analyses the Effective Diffusion Coefficient (EDC)/Tortuosity Factor (TF) and Retardation Factor (Rd) of Crude Oil-Contaminated Soils (COCS) stabilised with Freshwater limpet shell ash and cement combination (FWLSA-C). Uncontaminated soils were sampled at a depth of 1.0 m and mixed with 0, 2, 5, 10, 15 and 20% of crude oil by weight to produce artificially contaminated soils. Freshwater limpet shells were sourced from the Esaman River, Delta State, calcined to ash at 887°C for four hours and ground to powder. The ash oxide content was determined with X-ray fluorescence. The soil samples were mixed with different amounts of cement and ash. The combinations were: 0% cement and 0% ash, 5% cement with 2% ash, 5% cement with 3% ash, 5% cement with 5% ash, 5% cement with 10% ash, 5% cement with 15% ash, and 5% cement with 20% ash. The EDC/TF and Rd were determined using standard methods. The EDC/TF and Rd for 0% COCS without FWLSA-C were 0.00 m2/s/0.00 and 0.00; 20% COCS without FWLSA-C were 2.06E-10 m2/s/7.09E-02 and 11.64; and the average of 9.31E-11 m2/s/6.92E-02 and 28.49 by adding the FWLSA-C. The FWLSA-C reduced the EDC/TF from 2.06E-10 to 3.50E-11 m2/s/7.09E-02 to 6.66E-02 and increased Rd from 11.64 to 40.16, respectively. Therefore, this study revealed that freshwater limpet shell ash and cement combination (FWLSA-C) will slow the diffusion rate of Total Petroleum Hydrocarbon (TPH) contaminants to groundwater in crude oil-contaminated sites within the Niger Delta in Nigeria.
References
2. Adekunle, P. A., Shodolapo, O. F. & Kamoru, A. I. (2015). Utilisation of mollusc shells for concrete production for a sustainable environment. International Journal of Scientific & Engineering Research, 6(9), 201-208.
3. Adeniran, M. A., Oladunjoye, M. A., & Doro, K. O. (2023). Soil and groundwater contamination by crude oil spillage: A review and implications for remediation projects in Nigeria. Frontiers in Environmental Science, 11, 1137496.
4. ASTM International. (2013). Standard test method for multi-element analysis of crude oils using inductively coupled plasma atomic emission spectrometry (ICP-AES) (ASTM D7691-11).
5. ASTM International. (2012). Standard test method for precipitation number of lubricating oils (ASTM D91-11).
6. ASTM International. (2006). Standard specifications and operating instructions for glass capillary kinematic viscometers (ASTM D446-06).
7. ASTM International. (2012). Standard test method for density, relative density, or API gravity of crude petroleum and liquid petroleum products by hydrometer method (ASTM D1298-12b).
8. Bello, A. A. & Osinubi, K. J. (2010). Attenuative capacity of compacted three reddish brown tropical soils. Continental Journal of Engineering Sciences, 5(2), 39-54.
9. British Standards Institution. (1990). Methods of test for soils for civil engineering purposes: Classification tests (BS 1377-2:1990).
10. British Standards Institution. (1990). Stabilized materials for civil engineering purposes: General requirements, sampling, sample preparation and tests on materials before stabilization (BS 1924-1:1990).
11. Ewim, D., Orikpete, O. F., Scott, T. O., Onyebuchi, C. N., Onukogu, A. O., & Onunka, C. (2023). Survey of wastewater issues due to oil spills and pollution in the Niger Delta area of Nigeria: A secondary data analysis. Research Square, 1-33.
12. Hong, C. S., Davis, M. M., & Shackelford, C. D. (2009). Non-steady-state diffusion of inorganic and organic solutes in a geocomposite clay liner. Journal of Geotechnical and Geo-environmental Engineering, 135(5), 647–656. DOI: https://doi.org/10.1061/(ASCE)GT.1943-5606.0000030
13. Jaime, C., Ana, I. R., Isabel, S. D., Teresa, S., Jesús, R. P., Pilar, D., Ma Jesús, G., Mercedes, R., Nicanor, S. J., Manuel, R. R., & Santiago, L. (2012). The performance of natural clay as a barrier to the diffusion of municipal solid waste landfill leachates. Journal of Environmental Management, 95(Supplement), S175–S181.
14. Jekayinfa, S. M., Oladunjoye, M. A., & Doro, K. O. (2023). A review of the occurrence, distribution, and impact of bitumen seeps on soil and groundwater in parts of southwestern Nigeria. Environmental Monitoring and Assessment, 195, 351. DOI: https://doi.org/10.1007/s10661-023-10960-0
15. Khamehchiyan, M., Chayjan, A. H., & Towfighi, M. (2006). The effects of crude oil contamination on geotechnical properties of Bushehr coastal soils in Iran. In Proceedings of the 10th IAEG International Congress (pp. 1–6). Geological Society of London.
16. Larson, R. A., & Weber, E. J. (2018). Reaction mechanisms in environmental organic chemistry. CRC Press.
17. Ojuri, O. O. & Epe, G. G. (2016). Strength and leaching characteristics of crude oil contaminated sandy soil stabilized with sawdust ash cement. Sustainable waste management and remediation. American Society of Civil Engineers (ASCE) Geo-Chicago 2016, 582-590.
18. Oluremi, J. R., Eberemu, A. O., ASCE, A.M., Ijimdiya, T. S., Osinubi, K. J., & ASCE, F. (2016). Absorption and diffusion potential of waste wood ash-treated lateritic soil. Sustainable waste management and remediation. American Society of Civil Engineers (ASCE) Geo-Chicago 2016, 98-107.
19. Oluwatuyi, O. E., Ashaka, E. C., & Ojuri, O. O. (2019). Cement stabilization treatment of lead and naphthalene contaminated lateritic soils. Journal of Environmental Engineering and Landscape Management, 27(1), 41–48.
20. Palmer, C. D., & Johnson, R. L. (1991). Physicochemical processes: Organic contaminants. In U.S. Environmental Protection Agency, Office of Research and Development, Ground water, volume II: Methodology, EPA/625/6-90/016b, 147-167. DOI: https://semspub.epa.gov/work/02/233746.pdf
21. Ramakrishnan, B., Megharaj, M., Venkateswarlu, K., Sethunathan, N., & Naidu, R. (2011). Mixtures of environmental pollutants: Effects on microorganisms and their activities in soils. In D. M. Whitacre (Ed.), Reviews of environmental contamination and toxicology, 211, 63–120. Springer. DOI: https://doi.org/10.1007/978-1-4419-7970-4_3
22. Rowe, R. K., Quigley, R. M. & Booker, J. R. (1996) Clayey barrier systems for waste disposal facilities. Pub. E and FN Spon (Chapman and Hall), London, 390.
23. Shackelford, C. D. (2014). The ISSMGE Kerry Rowe Lecture: The role of diffusion in environmental geotechnics. Canadian Geotechnical Journal, 51(11), 1219–1242.
24. Shackelford, C. D., & Daniel, D. E. (1991). Diffusion in saturated soil, I: Background. Journal of Geotechnical Engineering, 117(3), 467–484.
25. Shackelford, C. D., & Daniel, D. E. (1991). Diffusion in saturated soil, II: Results for compacted clay. Journal of Geotechnical Engineering, 117(3), 485–506.
26. Shackelford, C.D. (1990). Laboratory diffusion testing for waste disposal- a review, Journal of Contaminant Hydrology, 7, 177-217.
27. Shackelford, C. D. (1988). Diffusion of inorganic chemical wastes in compacted clay [Doctoral dissertation, University of Texas at Austin]. UT Electronic Theses and Dissertations.
28. Talabi, A. O., & Kayode, T. J. (2019). Groundwater pollution and remediation. Journal of Water Resource and Protection, 11(9), 1183–1199.
29. Weber, W. J., Jr., McGinley, P. M., & Katz, L. E. 1991. Sorption phenomena in subsurface systems: Concepts, models and effects on contaminant fate and transport. Water Research, 25(5), 499–528. DOI: https://doi.org/10.1016/0043-1354(91)90125-6
30. Wojnarowicz, M., Knochenmus, G., & Van Impe, W. (1998). Géotechnique de l’environnement – activités de l’ICSMFE (TC5) [Environmental geotechnics – activities of the ICSMFE (TC5)]. Revue Française de Géotechnique, 83, 3–16.
ISSN 

