Processing math: 100%

  • Decrease in the Thickness of Capillary Fringe Induced by Surface Active Chemicals in the Groundwater
  • Kim, Heonki;Shin, Seungyup;Yang, Haewon;
  • Dept. of Environmental Sciences and Biotechnology, Hallym University, Institute of Energy and Environment, Hallym University;Dept. of Environmental Sciences and Biotechnology, Hallym University, Institute of Energy and Environment, Hallym University;Dept. of Environmental Sciences and Biotechnology, Hallym University, Institute of Energy and Environment, Hallym University;
  • 계면활성물질의 지하수적용에 의한 모관수대 두께의 감소
  • 김헌기;신승엽;양해원;
  • 한림대학교 환경생명공학과, 한림대학교 에너지.환경 연구소;한림대학교 환경생명공학과, 한림대학교 에너지.환경 연구소;한림대학교 환경생명공학과, 한림대학교 에너지.환경 연구소;
References
  • 1. Affek, H.P., Ronen, D., and Yakir, D., 1998, Production of CO2 in the capillary fringe of a deep phreatic aquifer, Water Resour. Res., 34, 989-996.
  •  
  • 2. Baehr, A.L., 1987, Selective transport of hydrocarbons in the unsaturated zone due to aqeuous and vapor-phase partitioning, Water Resour. Res., 23, 1926-1938.
  •  
  • 3. Bear, J. and Cheng, A.H.-D., 2010, Modeling Groundwater Flow and Contaminant Transport, 23rd Volume, Springer, New York.
  •  
  • 4. Brooks, M.C., Annable, M.D., Suresh, P.S.C., Hatfield, K., Jawitz, J.W., Wise, W.R., Wood, A.L., and Enfield, C.G., 2004, Controlled release, blind test of DNAPL remediation by ethanol flushing, J. Contam. Hydrol., 69, 281-287.
  •  
  • 5. Brooks, R.H. and Corey, A.T., 1966, Properties of porous media affecting fluid flow, J. Irrig. and Drainage Div., Proc. ASCE, 92, 61-88.
  •  
  • 6. Corey, A.T., 1994, Mechanics of Immiscible Fluids in Porous Media, Water Resources Publications, Highlands Ranch, Colorado, p. 104.
  •  
  • 7. Freitas, J.F. and Barker, J.F., 2011, Oxygenated gasoline release in the unsaturated zone-Part 1: Source zone behavior, J. Contam. Hydrol., 126, 153-166.
  •  
  • 8. Henry, E.J. and Smith, J.E., 2002, The effect of surface-active solutes on water flow and contaminant transport in variably saturated porous media with capillary fringe effect, J. Contam. Hydrol., 56, 247-270.
  •  
  • 9. Kim, H., Choi, K, -M., Moon, J. -W., and Annable, M.D., 2006. Changes in air saturation and air-water interfacial area during surfactant-enhanced air sparging in saturated sand, J. Contam. Hydrol., 88, 23-35.
  •  
  • 10. Klenk, I.D. and Grathwohl, P., 2002, Transvers vertical dispersion in groundwater and the capillary fringe, J. Contam. Hydrol., 58, 111-128.
  •  
  • 11. Maier, U., Rugner, H., and Grathwohl, P., 2007, Gradients controlling natural attenuation of ammonia, Applied Geochemistry, 22, 2606-2617.
  •  
  • 12. McCarty, K.A. and Johnson, R.L., 1993, Transport of volatile organic compounds across the capillary fringe, Water Resour. Res., 29, 1675-1683.
  •  
  • 13. Ronen, D., Scher, H., and Blunt, M., 1997, On the structure and flow processes in the capillary fringe of phreatic aquifer, Tranport in Porous Media, 28, 159-180.
  •  
  • 14. van Genuchten, M. Th., 1980, A Closed-form equation for predicting the hydraulic conuductivity of unsaturated soils, Soil Sci. Soc. Am. J., 44, 892-898.
  •  
  • 15. Zhong, L., Mayer, A.S., and Pope, G.A., 2003, The effects of surfactant formulatioin on nonequilibrium NAPL solubilization, J. Contam. Hydrol., 60, 55-75.
  •  

This Article

  • 2012; 17(6): 52-58

    Published on Dec 31, 2012

  • 10.7857/JSGE.2012.17.6.052
  • Received on Oct 9, 2012
  • Revised on Nov 27, 2012
  • Accepted on Nov 28, 2012

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