ABSTRACT
The permeable reactive barriers (PRB) can be considered as a preferable alternative of the traditional pump and treat (P&T) approach for remediation of groundwater contaminants due to its low energy and cost requirement. This study investigates the efficiency of the fabrication of zero valent iron (ZVI) with pumice stone (pumice-nZVI) experimentally and numerically as a new reactive medium for removing arsenic contamination from groundwater. A tracer test has been performed to obtain the employed material's porosity and longitudinal dispersion coefficients for the soil column. A column experiment was conducted to develop a characteristic curve depicting the percentage of arsenic removal in space and time. A 1D numerical model of the contaminant flow through the PRB is developed using the advection–dispersion equation of solute transport with a reaction term representing the contaminant's adsorption for several numerical schemes. Adsorbed arsenic concentration at 4 cm of the 16 cm thick PRB obtained from simulation is compared with the column test results to calibrate the numerical model. Study results allowed to check how long the pumice-nZVI takes to reduce the contaminant concentration below the allowable threshold depicting the capacity of reactive material. Findings show the workability of the material pumice-nZVI as a media of PRB that can be used on a large scale to alleviate arsenic contamination from groundwater.
Access this chapter
Tax calculation will be finalised at checkout
Purchases are for personal use only
Similar content being viewed by others
References
Viraraghavan et al (1999) Arsenic in drinking water problems and solutions. Water Sci Technol 40(2):69–76
Mieles J, Zhan H (2012) Analytical solutions of one-dimensional multispecies reactive transport in a permeable reactive barrier-aquifer system. J Contam Hydrol 135:54–68
Hashim et al (2017) Reaction mechanism of zerovalent iron coupling with microbe to degrade tetracycline in permeable reactive barrier (PRB). Chem Eng J 316:525–533
National Research Council (1994) Alternatives for groundwater cleanup. National Academy Press, Washington D.C., p 315
Carey et al (2002). Guidance on the Use of Permeable Reactive Barriers for Remediating Contaminated Groundwater. National Groundwater and Contaminated Land Centre Report NC/01/51, UK Environment Agency,140–150
Puls RW (2006) Long-term performance of permeable reactive barriers: lessons learned on design, contaminant treatment, longevity, performance monitoring and cost—an overview. Protection and Remediation, Springer, pp 221–229
Skinner SJ, Schutte CF (2006) The feasibility of a permeable reactive barrier to treat acidic sulphate- and nitrate-contaminated groundwater. Water SA 32(2):129–136
Chen et al. (2011a) Interactions between BTEX, TPH, and TCE during their bio-removal from the artificially contaminated water. The Second International Conference on Bioenvironment, Biodiversity and Renewable Energies, Venice, Italy, 33–37.
Faisal AH, Abd Ali ZT (2017) Remediation of groundwater contaminated with the lead–phenol binary system by granular dead anaerobic sludge-permeable reactive barrier. Environ Technol 38:2534–2542
Jarup L (2003) Hazards of heavy metal contamination. Br Med Bull 68:167–182
Eljamal et al (2011) Numerical simulation for reactive solute transport of arsenic in permeable reactive barrier column including zero-valent iron. Appl Math Model 35:5198–5207
Korte NE (2001) Zero-valent iron permeable reactive barriers: A review of performance. Environmental Sciences Division Publication No. 5056, U.S. Department of Energy
Henderson AD, Demond AH (2007) Long-term performance of zero-valent iron permeable reactive barriers: a critical review. Environ Eng Sci 24(4):401–423.
Gallinati et al (1995) Design and evaluation of an in situ ground water treatment wall composed of zero-valent iron. Ground Water 33(5):834–835
O’Hannesin SF, Gillham RW (1998) Long-term performance of an in situ ‘“Iron Wall”’ for remediation of VOCs. Ground Water 36(1):164–170
Author information
Authors and Affiliations
Corresponding author
Editor information
Editors and Affiliations
Rights and permissions
Copyright information
© 2022 The Author(s), under exclusive license to Springer Nature Singapore Pte Ltd.
About this paper
Cite this paper
Rahman, A., Anurag (2022). Numerical Modeling of Contaminant Transformation in a Permeable Reactive Barrier. In: Arthur, S., Saitoh, M., Pal, S.K. (eds) Advances in Civil Engineering. Lecture Notes in Civil Engineering, vol 184. Springer, Singapore. https://doi.org/10.1007/978-981-16-5547-0_43
Download citation
DOI: https://doi.org/10.1007/978-981-16-5547-0_43
Published:
Publisher Name: Springer, Singapore
Print ISBN: 978-981-16-5546-3
Online ISBN: 978-981-16-5547-0
eBook Packages: EngineeringEngineering (R0)