Biocolmation and the finite element modeling of its influence on changes in the head drop in a geobarrier
DOI:
https://doi.org/10.15587/1729-4061.2020.210044Keywords:
biocolmation, organic waste, geobarrier, a finite element method, model of bacteria developmentAbstract
The influence of the biocolmation of the geobarrier for organic waste storage on the values of head drops has been investigated. A mathematical model of filtration of organic substances taking into consideration the biocolmation effect was formed. The mathematical model contains the equation of filtration under conditions of variable porosity. In addition, the mathematical model includes the equation of transfer of organic chemical substances in pore fluid and the equation of dynamics in bacteria biomass in a porous medium based on the Monod equation. The problem in the region with a thin inclusion was solved by the method of finite elements. The schematic algorithm of finding an approximate solution of the boundary problem, including the scheme of discretization over time, is presented. Numerical experiments were conducted with an analysis of their results. In particular, the tables have been given of the values of heads and their drops on inclusions when biocolmation is neglected and the values of heads and their drops on inclusions while taking into account biocolmation at specific moments of time. The numerical experiments showed that the existence of microorganisms in soil pores significantly influences the values of heads at the top and at the bottom of a geobarrier. In particular, relative changes in head drops, in comparison with the case of disregarding the influence of microorganisms, can reach 54.8 % towards an increase. Such differences, in turn, lead to a change in the estimation calculations of the propagation of waste storage contamination into groundwater. They can also cause negative changes in the stressed-strained state of a soil array in the vicinity of a geobarrier as a type of a thin inclusion and lead to the intensification of shear processes. At the same time, due to the nonlinearity of influences and complex interdependence among processes, it is not possible to predict such values and their differences without computer simulation and mathematical modelingReferences
- Kong, D.-J., Wu, H.-N., Chai, J.-C., Arulrajah, A. (2017). State-Of-The-Art Review of Geosynthetic Clay Liners. Sustainability, 9 (11), 2110. doi: https://doi.org/10.3390/su9112110
- Scalia, J., Bareither, C. A., Shackelford, C. D. (2018). Advancing the use of geosynthetic clay liners as barriers. Geotechnical Engineering Journal of the SEAGS & AGSSEA, 49 (4), 100–114. Available at: https://www.researchgate.net/publication/329544978_Advancing_the_use_of_geosynthetic_clay_liners_as_barriers
- Martyniuk, P. M., Michuta, O. R., Ulianchuk-Martyniuk, O. V., Kuzlo, M. T. (2018). Numerical investigation of pressure head jump values on a thin inclusion in one-dimensional non-linear soil mousture transport problem. International Journal of Apllied Mathematics, 31 (4), 649–660. doi: https://doi.org/10.12732/ijam.v31i4.10
- Chui, Y., Martyniuk, P., Kuzlo, M., Ulianchuk-Martyniuk, O. (2019). The conditions of conjugation in the tasks of moisture transfer on a thin clay inclusion taking into account salt salutions and temperature. Journal of Theoretical and Applied Mechanics, 49 (1), 28–38. doi: https://doi.org/10.7546/jtam.49.19.01.03
- Ulianchuk-Martyniuk, O., Michuta, O. (2020). Conjugation conditions in the problem of filtering chemical solutions in the case of structural changes to the material and chemical suffusion in the geobarrier. JP Journal of Heat and Mass Transfer, 19 (1), 141–154. doi: https://doi.org/10.17654/hm019010141
- Ulianchuk-Martyniuk, O. V. (2020). Numerical simulation of the effect of semi-permeable properties of clay on the value of concentration jumps of contaminants in a thin geochemical barrier. Eurasian Journal of Mathematical and Computer Applications, 8 (1), 91–104. doi: https://doi.org/10.32523/2306-6172-2020-8-1-91-104
- Baveye, P., Vandevivere, P., Hoyle, B. L., DeLeo, P. C., de Lozada, D. S. (1998). Environmental Impact and Mechanisms of the Biological Clogging of Saturated Soils and Aquifer Materials. Critical Reviews in Environmental Science and Technology, 28 (2), 123–191. doi: https://doi.org/10.1080/10643389891254197
- Seki, K. (2013). Biological Clogging of Sand Columns. Open Journal of Soil Science, 03 (03), 148–152. doi: https://doi.org/10.4236/ojss.2013.33017
- Knabe, D., Kludt, C., Jacques, D., Lichtner, P., Engelhardt, I. (2018). Development of a Fully Coupled Biogeochemical Reactive Transport Model to Simulate Microbial Oxidation of Organic Carbon and Pyrite Under Nitrate‐Reducing Conditions. Water Resources Research, 54 (11), 9264–9286. doi: https://doi.org/10.1029/2018wr023202
- Moshynsky, V., Riabova, O. (2013). Approaches to Aquatic Ecosystems Organic Energy Assessment and Modelling. NATO Science for Peace and Security Series C: Environmental Security, 125–135. doi: https://doi.org/10.1007/978-94-007-6152-0_12
- Glatstein, D. A., Francisca, F. M. (2014). Hydraulic conductivity of compacted soils controlled by microbial activity. Environmental Technology, 35 (15), 1886–1892. doi: https://doi.org/10.1080/09593330.2014.885583
- Clement, T. P., Hooker, B. S., Skeen, R. S. (1996). Macroscopic Models for Predicting Changes in Saturated Porous Media Properties Caused by Microbial Growth. Ground Water, 34 (5), 934–942. doi: https://doi.org/10.1111/j.1745-6584.1996.tb02088.x
- Tang, Q., Gu, F., Zhang, Y., Zhang, Y., Mo, J. (2018). Impact of biological clogging on the barrier performance of landfill liners. Journal of Environmental Management, 222, 44–53. doi: https://doi.org/10.1016/j.jenvman.2018.05.039
- Thullner, M., Regnier, P. (2019). Microbial Controls on the Biogeochemical Dynamics in the Subsurface. Reviews in Mineralogy and Geochemistry, 85 (1), 265–302. doi: https://doi.org/10.2138/rmg.2019.85.9
- Bajracharya, B. M., Lu, C., Cirpka, O. A. (2014). Modeling substrate-bacteria-grazer interactions coupled to substrate transport in groundwater. Water Resources Research, 50 (5), 4149–4162. doi: https://doi.org/10.1002/2013wr015173
- Thullner, M., Schroth, M. H., Zeyer, J., Kinzelbach, W. (2004). Modeling of a microbial growth experiment with bioclogging in a two-dimensional saturated porous media flow field. Journal of Contaminant Hydrology, 70 (1-2), 37–62. doi: https://doi.org/10.1016/j.jconhyd.2003.08.008
- Thullner, M. (2010). Comparison of bioclogging effects in saturated porous media within one- and two-dimensional flow systems. Ecological Engineering, 36 (2), 176–196. doi: https://doi.org/10.1016/j.ecoleng.2008.12.037
- Eljamal, O., Jinno, K., Hosokawa, T. (2008). A mathematical model of biological clogging of soil-sawdust media. Journal of Environmental Hydrology, 16 (4), 1–12. Available at: https://www.researchgate.net/publication/281260984_A_mathematical_model_of_biological_clogging_of_soil-sawdust_media
- Sergienko, I. V., Skopetskiy, V. V., Deyneka, V. S. (1991). Matematicheskoe modelirovanie i issledovanie protsessov v neodnorodnyh sredah. Kyiv: Naukova dumka, 431.
- Vlasyuk, A. P., Martynyuk, P. M., Fursovych, O. R. (2009). Numerical solution of a one-dimensional problem of filtration consolidation of saline soils in a nonisothermal regime. Journal of Mathematical Sciences, 160 (4), 525–535. doi: https://doi.org/10.1007/s10958-009-9518-8
- Bölter, M., Bloem, J., Meiners, K., Möller, R. (2005). Enumeration and biovolume determination of microbial cells. Microbiological Methods for Assessing Soil Quality, 93–113. doi: https://doi.org/10.1079/9780851990989.0093
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