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학술연구/단체지원/교육 등 연구자 활동을 지속하도록 DBpia가 지원하고 있어요.
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Vertical hydraulic barrier is essential component to prevent leachate leakage in offshore containment facilities. Double steel pipe sheet pile is one of effectively used as vertical hydraulic barrier in Japanese offshore waste landfill sites. In this study, two-dimensional finite element analysis was performed to evaluate contaminant transport characteristics considering advection-dispersion-diffusion through double steel pipe sheet pile according to tidal fluctuation and different water level in landfill by using SEEP/W and CTRAN/W. Numerical analysis results indicate that water level in landfill should be maintain similar or lower compared with sea water level to prevent the leakage from landfill to sea. In addition, double steel pipe sheet pile was effective to prevent contaminant leakage to outside sea since filling zone between two barrier act as buffer zone for spreading contaminant.
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참고문헌 (13)
참고문헌 신청
Chae, K. / 2018 / Analysis of a new structure for offshore waste landfill - contaminant transport characteristics affected by tidal fluctuations / Proc. of the ASME 2018 37th International Conference onOcean,Offshore and Artic Engineering, OMAE2018
Chae, K. / 2018 / Role and future prospect on offshorewaste landfill -Geotechnical review on Japaneses cases / KGS magazine 34(2):8~20
Devlin, J. F. / 1996 / Optimum hydraulic conductivity to limit contaminant flux through cutoff walls / Groundwater 34(4):719~726
Foose, G. J. / 2010 / A steady-state approach for evaluating the impact of solute transport through composite liners on groundwater quality / WasteManagement 30(8-9):1577~1586
GEO-SLOPE / 2012 / Seepage modeling with SEEP/W / GEO-SLOPE International Ltd
Chae, K. / 2018 / Role and future prospect on offshorewaste landfill -Geotechnical review on Japaneses cases / KGS magazine 34(2):8~20
Devlin, J. F. / 1996 / Optimum hydraulic conductivity to limit contaminant flux through cutoff walls / Groundwater 34(4):719~726
Foose, G. J. / 2010 / A steady-state approach for evaluating the impact of solute transport through composite liners on groundwater quality / WasteManagement 30(8-9):1577~1586
GEO-SLOPE / 2012 / Seepage modeling with SEEP/W / GEO-SLOPE International Ltd
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