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JWARP> Vol.5 No.7, July 2013
Numerical Simulation for Remediation Planning for 1,4-Dioxane-Contaminated Groundwater at Kuwana Illegal Dumping Site in Japan Based on the Concept of Verified Follow Up
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DOI: 10.4236/jwarp.2013.57070 3,346 Downloads 5,712 Views Citations
Ramrav Hem, Toru Furuichi, Kazuei Ishii, Yu-Chi Weng
Laboratory of Sound Material-Cycle Systems Planning, Graduate School of Engineering, Hokkaido University, Sapporo, Japan.
At Kuwana illegal dumping site in Japan, where hazardous waste was illegally dumped, groundwater was severely contaminated by Volatile Organic Compounds (VOCs). Groundwater was already remedied by conducting Pump-and-Treat (P&T) after containment of all the waste by vertical slurry walls from 2002 to 2007. However, 1,4-dioxane was detected in both waste and groundwater outside of slurry walls after it was newly added into Japan environmental standards in late 2009, which suggested that the walls did not contain 1,4-dioxane completely. Our previous study developed a model to predict the 1,4-dioxane distribution in groundwater after the previous remediation at the site. In this study, numerical simulation was applied for remediation planning at the site based on the concept of Verified Follow Up (VF-UP) that had been proposed as a new approach to complete remediation effectively with consideration of future risks. The amount of waste to be removed and pumping plans were discussed by numerical simulation to achieve the remedial objective in which 1,4-dioxane in groundwater outside of walls is remedied within 10 years and 1,4-dioxane spreading throughout the walls is prevented in the case where a portion of waste is remained. Firstly, the amount of waste to be removed considering pumping plans for P&T was determined by scenario analysis. As a result, at least two-third of waste should be removed by combining with P&T. However, if the waste is remained, future risks of 1,4-dioxane spreading through the slurry walls may occur. Our simulation suggested that groundwater within the remaining waste must be pumped up at least 20 m3/d for containment of 1,4-dioxane within the remaining waste. In conclusion, our numerical simulation determined the amount of waste to be removed and the pumping plans for P&T to achieve the remedial objective effectively considering future risks based on the concept of VF-UP.
Remediation Planning; Numerical Simulation; Verified Follow Up; Pump-and-Treat; 1, 4-Dioxane-Contaminated Groundwater; Illegal Dumping Site
R. Hem, T. Furuichi, K. Ishii and Y. Weng, "Numerical Simulation for Remediation Planning for 1,4-Dioxane-Contaminated Groundwater at Kuwana Illegal Dumping Site in Japan Based on the Concept of Verified Follow Up," Journal of Water Resource and Protection, Vol. 5 No. 7, 2013, pp. 699-708. doi: 10.4236/jwarp.2013.57070.
[1] H. Yoshiro, "Industrial Pollution in Japan," United Nations University Press, 1992. http://www.greenstone.org/greenstone3/nzdl?a=d&d=HASH149936ca3d8d74b977a251.5&c
=envl&sib=1&ed=1&p.s=ClassifierBrowse&p.sa=&p.a=b&p.c=envl
[2] M. Fujikura, "Japan's Efforts against the Illegal Dumping of Industrial Waste," Environmental Policy and Governance, Vol. 21, No. 5, 2011, pp. 325-337. doi:10.1002/eet.581
[3] Y. Nakamura, "Waste Management and Recycling Business in the United States and Japan," 2007. http://www.wcfia.harvard.edu/us-japan/research/pdf/07-09.Nakamura.pdf
[4] Ministry of Environment, "Establishing a Sound Material-Cycle Society," 2010. http://www.env.go.jp/en/recycle/smcs/a-rep/2010gs_full.pdf
[5] M. Shoya, Y. Tsukinaga, M. Aba and H. Yamamichi, "Basic Study on Characteristics of Molten Slag and Cement Produced with Illegal Dumped Industrial Wastes in Japan," Proceeding of 30th Conference on Our World in Concrete & Structures, Singapore, 23-24 August 2005.
[6] Ministry of Environment, "Japan's Experience in Promotion of the 3Rs," 2005. http://www.env.go.jp/recycle/3r/en/approach/02.pdf
[7] M. A. B. Promentilla, T. Furuichi, K. Ishii and N. Tanikawa, "Evaluation of Remedial Countermeasures Using the Analytic Network Process," Waste Management, Vol. 26, No. 12, 2006, pp. 1410-1421. doi:10.1016/j.wasman.2005.11.020
[8] K. Kawamoto and K. Urashima, "Restoration and Recovery Technologies for Illegal Dumping of Waste Pollution," Science Technology Trends, Quarterly Review, No. 21, 2006, pp. 42-58.
[9] Ministry of Environment, "Environmental Quality Standards for Water Pollution," 2009. http://www.env.go.jp/press/press.php?serial=11846
[10] A. Yasuhara, "Chemical Components in Leachates from Hazardous Wastes Landfills in Japan," Toxicological & Environmental Chemistry, Vol. 51, No. 1-4, 1995, pp. 113-120. doi: 10.1080/02772249509358229
[11] A. Yasuhara, H. Shiraishi, M. Nishikawa, T. Yamamoto, O. Nakasugi, O. T.kumura, K. Kenmotsu, H. Fukui, M. Nagase and M. Kawagoshi, "Organic Components in Leachates from Hazardous Waste Disposal Sites," Waste Management and Research, Vol. 17, 1999, pp. 186-197.
[12] A. Yasuhara, H. Shiraishi, M. Nishikawa, T. Yamamoto, T. Uehiro, O. Nakasugi, T. Okumura, K. Kenmotsu, H. Fukui, M. Nagase, Y. Ono, Y. Kawagoshi, K. Baba and Y. Noma, "Determination of Organic Components in Lea- chates from Hazardous Waste Disposal Sites in Japan by Gas Chromatography-Mass Spectrometry," Journal of Chromatography A, Vol. 774, No. 1-2, 1999, pp. 321-332. doi:10.1016/S0021-9673(97)00078-2
[13] World Health Organization, "Rolling Revision of the WHO Guidelines for Drinking-Water Quality: 1,4-Dioxane in Drinking-Water," 2004. http://www.who.int/water_sanitation_health/dwq/chemicals/1,4dioxanesum.pdf
[14] W. H. Liu, M. A. Medina, W. Thomann, W. T. Piver and T. L. Jacobs, "Optimization of Intermittent Pumping Schedules for Aquifer Remediation Using a Genetic Algorithm," Journal of the American Water Resources Association, Vol. 36, No. 6, 2000, pp. 1335-1348. doi:10.1111/j.1752-1688.2000.tb05730.x
[15] T. K. G. Mohr, J. A. Stickney and W. H. Diguiseppi, "Environmental Investigation And Remediation: 1,4-Dioxane and Other Solvent Stabilizers" CRC Press, Boca Raton, 2010. doi:10.1201/EBK1566706629
[16] M. W. Priddle and R. E. Jackson, "Laboratory Column Measurement of VOCs Retardation Factors and Compare with Field Values," Ground Water, Vol. 29, No. 2, 1991, pp. 260-266. doi:10.1111/j.1745-6584.1991.tb00518.x
[17] R. J. Patterson, R. E. Jackson, B. W. Graham, D. Chaput and M. Priddle, "Remediation of Toxic Chemicals in a Contaminated Outwash Aquifer," Water Science Technology, Vol. 17, 1985, pp. 57-69.
[18] M. J. Zenker, R. C. Borden and M. A. Barlaz, "Occurrence and Treatment of 1,4-Dioxanein Aqueous Environments," Environmental Engineering Science, Vol. 20, No. 5, 2003, pp. 423-432. doi:10.1089/109287503768335913
[19] T. Furuichi, "Remediation of Environmental Contaminated Sites: New Approach for Practitioners," Ohmsha, Tokyo, 2013. (in Japanese)
[20] D.Becker, B. Minsker, R. Greenwald, Y. Zhang, K. Harre, K. Yager, C. M. Zheng and R. Peralta, "Reducing Long-Term Remedial Costs by Transport Modeling Optimization," Ground Water, Vol. 44, No. 6, 2006, pp. 864-875. doi:10.1111/j.1745-6584.2006.00242.x
[21] L. S. Matott, "Screening-Level Sensitivity Analysis for the Design of Pump-and-Treat Systems," Groundwater Monitoring & Remediation, Vol. 32, No. 2, 2012, pp. 66-80. doi:10.1111/j.1745-6592.2011.01375.x
[22] C. Zhen and P. P. Wang, "An Integrated Global and Local Optimization Approach for Remediation System Design," Water Resources Research, Vol. 35, No. 1, 1999, pp. 137-148. doi:10.1029/1998WR900032
[23] C. F. Harvey, R. Haggerty and S. M. Gorelick, "Aquifer Remediation: A Method for Estimating Mass Transfer Rate Coefficients and an Evaluation of Pulsed Pumping," Water Resources Research, Vol. 30, No. 7, 1994, pp. 1979-1991. doi:10.1029/94WR00763
[24] P. Bayer, M. Finkel and Georg Teutsch, "Cost-Optimization Contaminant Plume Management with a Combination of Pump-and-Treat and Physical Barrier Systems," Groundwater Monitoring & Remediation, Vol. 25, No. 2, 2005, pp. 96-106. doi:10.1111/j.1745-6592.2005.0022.x
[25] D. M. Rizzo and D. E. Dougherty, "Design Optimization for Multiple Management Period Groundwater Remediation," Water Resources Research, Vol. 32, No. 8, 1996, pp. 2549-2561. doi:10.1029/96WR01334
[26] C. Huang and A. S. Mayer, "Pumping-and-Treat Optimization Using Locations and Pumping Rates as Decision Variables," Water Resources Research, Vol. 33. No. 5, 1997, pp. 1001-1012. doi:10.1029/97WR00366
[27] R. Hem, T. Furuichi, K. Ishii and Y. C. Weng, "A New Approach for Prediction of 1,4-Dioxane Distribution in Groundwater at an Illegal Dumping Site in Japan," 2013. (under Review)
[28] K. Ishii, T. Furuichi and T. Imai, "A Study on Remedial Alternatives of Soil and Groundwater Contamination Caused by Improperly Controlled Landfill Sites-A Numerical Simulation Case Stud," Proceeding of Sardinia 01, Eighth International Waste Management and Landfill Symposium, Sardinia, 1-5 October 2001, Vol. 3, 2001, pp. 723-734.
[29] A. G. Bobba and S. R. Joshi, "Groundwater Transport of Radium-226 and Uranium from Port Granby Waste Management Site To Lake Ontario," Nuclear and Chemical Waste Management, Vol. 8, No. 3, 1988, pp. 199-209, doi:10.1016/0191-815X(88)90027-7
[30] K. Spitz and J. Moreno, "A Practical Guide to Groundwater and Solute Transport Modeling," John Wiley & Sons, Inc, Toronto, 1996.
[31] H. F. Wang and M. P. Anderson, "Introduction to Groundwater Modeling: Finite Difference and Finite Element Methods," Academic Press, San Francisco, 1982.
[32] C. Zheng and G. D. Bennett, "Applied Contaminant Transport Modeling," John Wiley and Sons, Inc., New York, 2002.
[33] B. Barnett, L. R. Townley, V. Post, R. E. Evans, R. J. Hunt, L. Peeters, S. Richardson, A. D. Werner, A. Knapton and A. Boronkay, "Australian Groundwater Modeling Guidelines," Waterlines Report, National Water Commission, Canberra, 2012.
[34] US EPA, "A Citizen's Guide to Pump and Treat," EPA 542-F-12-017, 2012. http://www.clu-in.org/download/citizens/a_citizens_guide_to_pump_and_treat.pdf
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