Technical Papers
Jan 5, 2018

Simulation-Optimization Approach for the Consideration of Well Clogging during Cost Estimation of In Situ Bioremediation System

Publication: Journal of Hydrologic Engineering
Volume 23, Issue 3

Abstract

In situ bioremediation of groundwater has become one of the most widely used technologies for contaminated site treatment because of its relatively low cost, adaptability to site-specific conditions, and efficacy when properly implemented. According to many studies, enhanced bioremediation techniques can change the hydrogeological properties of the polluted aquifers, and the most notable change is biological clogging, resulting in reduction of porosity and hydraulic conductivity of the porous media. Because biodegradation kinetics in previous studies do not simulate microbial growth rate explicitly in the aquifer system, in this study biological clogging is accounted for during the cost optimization of in situ bioremediation system. A simulation-optimization approach based on extreme learning machine and particle swarm optimization (ELM–PSO) techniques is used to design an optimal in situ bioremediation system for a characteristic site. A two-dimensional finite-difference model is used to get the data for training and testing of ELM. Further, a single-objective function is considered to optimize pumping cost, facility capital cost, and well cleaning cost for a clogged well. The application of the ELM-PSO method to problems where clogging of wells occurs provides a more practical and realistic cost for a typical in situ bioremediation system.

Get full access to this article

View all available purchase options and get full access to this article.

References

Adetutu, E. M., et al. (2015). “Exploiting the intrinsic microbial degradative potential for field-based in situ dechlorination of trichloroethene contaminated groundwater.” J. Hazard. Mater., 300, 48–57.
Baveye, P., Vandevivere, P., Hoyle, B. L., DeLeo, P. C., and de Lozada, D. S. (1998). “Environmental impact and mechanisms of the biological clogging of saturated soils and aquifer materials.” Crit. Rev. Environ. Sci. Technol., 28(2), 123–191.
Bekins, B. A., Warren, E., and Godsy, E. M. (1998). “A comparison of zero-order, first order, and monod biotransformation models.” Ground Water, 36(2), 261–268.
Borden, R. C., and Bedient, P. B. (1986). “Transport of dissolved hydrocarbons influenced by oxygen limited biodegradation. 1: Theoretical development.” Water Resour. Res., 22(13), 1973–1982.
Brovelli, A., Malaguerra, F., and Barry, D. A. (2009). “Bioclogging in porous media: Model development and sensitivity to initial conditions.” Environ. Modell. Software, 24(5), 611–626.
Bureau of Labor Statistics. (2016). “Monthly labor review.” U.S. Dept. of Labor, ⟨https://www.bls.gov/opub/mlr/2016/⟩ (Feb. 10, 2016).
Dibike, Y. B., Solomatine, D., and Abbott, M. B. (1999). “On the encapsulation of numerical-hydraulic models in artificial neural network.” J. Hydraul. Res., 37(2), 147–161.
Dupin, H. J., Kitanidis, P. K., and McCarty, P. L. (2001). “Pore-scale modeling of biological clogging due to aggregate expansion: A material mechanics approach.” Water Resour. Res., 37(12), 2965–2979.
Essaid, H. I., Bekins, B. A., and Cozzarelli, I. M. (2015). “Organic contaminant transport and fate in the subsurface: Evolution of knowledge and understanding.” Water Resour. Res., 51(7), 4861–4902.
Han, S., and Mangasarian, O. (1979). “Exact penalty functions in nonlinear programming.” Math. Program., 17(1), 251–269.
Hill, D. J., Minsker, B. S., Valocchi, A. J., Babovic, V., and Keijzer, M. (2007). “Upscaling models of solute transport in porous media through genetic programming.” J. Hydroinf., 9(4), 251–266.
Huang, G. B., Wang, D. H., and Lan, Y. (2011). “Extreme learning machines: A survey.” Int. J. Mach. Learn. Cyber., 2(2), 107–122.
Huang, G. B., Zhu, Q. Y., and Siew, C. K. (2006). “Extreme learning machine: Theory and applications.” Neurocomputing, 70(1), 489–501.
Khan, F. I., and Hussain, T. (2003). “Evaluation of a petroleum hydrocarbon contaminated site for natural attenuation using ‘RBMNA’ methodology.” Environ. Modell. Software, 18(2), 179–194.
Kumar, D., Ch, S., Mathur, S., and Adamowski, J. (2015). “Multi-objective optimization of in-situ bioremediation of groundwater using a hybrid metaheuristic technique based on differential evolution, genetic algorithms and simulated annealing.” J. Water Land Dev., 27(1), 29–40.
Kumar, D., and Mathur, S. (2013). “Proxy simulation of in-situ bioremediation system using artificial neural network.” Int. J. Comput. Appl., 66(15), 13–17.
Kumar, D., Prasad, R. K., and Mathur, S. (2013). “Optimal design of an in-situ bioremediation system using support vector machine and particle swarm optimization.” J. Contam. Hydrol., 151, 105–116.
Liu, X., Lin, S., Fang, J., and Xu, Z. (2015). “Is extreme learning machine feasible? A theoretical assessment. Part I.” IEEE Trans. Neural Networks Learn. Syst., 63(1), 7–14.
Maskey, S., Jonoski, A., and Solomatine, D. P. (2002). “Groundwater remediation strategy using global optimization algorithms.” J. Water Resour. Plann. Manage., 431–440.
Minsker, B. S., and Shoemaker, C. A. (1996). “Differentiating a finite element biodegradation simulation model for optimal control.” Water Resour. Res., 32(1), 187–192.
Nesheli, A. S., Haddad, O. B., and Loáiciga, H. A. (2015). “Optimal in situ bioremediation design of groundwater contaminated with dissolved petroleum hydrocarbons.” J. Hazard. Toxic Radioactive Waste, 04015021.
Obiri-Nyarko, F., Grajales-Mesa, S. J., and Malina, G. (2014). “An overview of permeable reactive barriers for in situ sustainable groundwater remediation.” Chemosphere, 111, 243–259.
Orlandini, E., Kruithof, J., Vanderhoek, J. P., Siebel, M. A., and Schippers, J. C. (1997). “Impact of ozonation on disinfection and formation of biodegradable organic matter and bromate.” J. Water Supply Res. Technol. AQUA, 46(1), 20–30.
Piscopo, A. N., Neupauer, R. M., and Kasprzyk, J. R. (2016). “Optimal design of active spreading systems to remediate sorbing groundwater contaminants in situ.” J. Contam. Hydrol., 190, 29–43.
Rifai, H. S., Newell, C. J., Gonzales, J. R., Dendrou, S., Kennedy, L., and Wilson, J. T. (1997). BIOPLUME III natural attenuation decision support system, version 1.0, user’s manual, U.S. Air Force Center for Environmental Excellence, San Antonio.
Rittmann, B. E., Seagren, E., Wrenn, B. A., Valocchi, A. J., Ray, C., and Raskin, L. (1994). In situ bioremediation, 2nd Ed., Noyes Publishers, Park Ridge, NJ, 135–137.
Shieh, H. J., and Peralta, R. C. (2006). “Closure to ‘Optimal in situ bioremediation design by hybrid genetic algorithm-simulated annealing’ by Horng-Jer Shieh and Richard C. Peralta.” J. Water Resour. Plann. Manage., 128.
Shieh, H.-J., and Peralta, R. C. (2005). “Optimal in situ bioremediation design by hybrid genetic algorithm-simulated annealing.” J. Water Resour. Plann. Manage., 67–78.
Sililo, O. T. (1999). “Groundwater contamination by organic chemicals in industrializing countries: The unseen threat.” IAHS Publ., 259, 23–28.
Soleimani, S., Van Geel, P. J., Isgor, O. B., and Mostafa, M. B. (2009). “Modeling of biological clogging in unsaturated porous media.” J. Contam. Hydrol., 106(1), 39–50.
USEPA (U.S. Environmental Protection Agency). (1998). “BIOPLUME III, Natural attenuation decision support system—User’s manual, version 1.0.”, Washington, DC.
USEPA (U.S. Environmental Protection Agency). (1999). “Groundwater clean-up: Overview of operating experience at 28 sites.”, Office of Solid Waste and Emergency Response, Washington, DC.
USEPA (U.S. Environmental Protection Agency). (2004). “How to evaluate alternative clean-up technologies for underground storage tank sites: A guide for corrective action plan reviewers.”, Office of Solid Waste and Emergency Response, Washington, DC.
van Beek, C. G. M. (1989). “Rehabilitation of clogged discharge wells in the Netherlands.” Q. J. Eng. Geol. Hydrogeol., 22(1), 75–80.
Wang, M., and Zheng, C. (1997). “Optimal remedial policy selection under general conditions.” Ground Water, 35(5), 757–764.
Williams, K. H., et al. (2011). “Acetate availability and its influence on sustainable bioremediation of uranium-contaminated groundwater.” Geomicrobiol. J., 28(5–6), 519–539.
Wise, D. L., Trantolo, D. J., Cichon, E. J., Inyang, H. I., and Stottmeister, U. (2000). Bioremediation of contaminated soils, Marcel Dekker, New York.
Wu, W. M., et al. (2013). “Surge block method for controlling well clogging and sampling sediment during bioremediation.” Water Res., 47(17), 6566–6573.
Wu, W.-M., et al. (2006). “Pilot-scale in situ bioremediation of uranium in a highly contaminated aquifer. 2: U(VI) reduction and geochemical control of U(VI) bioavailability.” Environ. Sci. Technol., 40(12), 3986–3995.
Wu, W.-M., et al. (2010). “Effects of nitrate on the stability of uranium in a bioreduced region of the subsurface.” Environ. Sci. Technol., 44(13), 5104–5111.
Yadav, B., Ch, S., Mathur, S., and Adamowski, J. (2016). “Estimation of in-situ bioremediation system cost using a hybrid extreme learning machine (ELM)-particle swarm optimization approach.” J. Hydrol., 543, 373–385.
Yadav, B. K., and Hassanizadeh, S. M. (2011). “An overview of biodegradation of LNAPLs in coastal (semi)-arid environment.” Water Air Soil Pollut., 220(1–4), 225–239.

Information & Authors

Information

Published In

Go to Journal of Hydrologic Engineering
Journal of Hydrologic Engineering
Volume 23Issue 3March 2018

History

Received: Jan 28, 2017
Accepted: Sep 6, 2017
Published online: Jan 5, 2018
Published in print: Mar 1, 2018
Discussion open until: Jun 5, 2018

Permissions

Request permissions for this article.

Authors

Affiliations

Basant Yadav [email protected]
Research Associate, Dept. of Hydrology, Indian Institute of Technology Roorkee, Roorkee, Uttarakhand 247667, India (corresponding author). E-mail: [email protected]
Shashi Mathur [email protected]
Professor, Dept. of Civil Engineering, Indian Institute of Technology Delhi, New Delhi, Delhi 110016, India. E-mail: [email protected]
Joint Director, Ministry of Environment, Forest and Climate Change, Indira Paryavaran Bhavan, Jorbagh Rd., New Delhi 110 003, India. E-mail: [email protected]
Brijesh Kumar Yadav [email protected]
Associate Professor, Dept. of Hydrology, Indian Institute of Technology Roorkee, Roorkee, Uttarakhand 247667, India. E-mail: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share