• Title/Summary/Keyword: permiability coefficient

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A Study for Permiability of Steel Slag (제강슬래그의 투수성 연구)

  • 허준희;이광찬;오재화;이문수
    • Proceedings of the Korean Society of Agricultural Engineers Conference
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    • 1998.10a
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    • pp.414-418
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    • 1998
  • This study was carried out to analyze permeability of steel slag. Three molds with the same grading of raw steel slag were used to measure the coefficient of permeability. Darcy's law could be applied to the steel slag below 0.5 of critical hydraulic gradient because the water flow changed from laminar flow to turbulent flow above the critical hydraulic gradient. Also, the velocity of flow changed according to hydraulic gradient. The coefficient of permeability of the specimen was $\alpha$$\times$10$^{-3}$ cm/ sec.

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The Permeability Characteristics of Solidified Soil Using Wastes (폐기물을 이용한 고화처리토의 차수효과)

  • Kim Inbae;Koopman Ben.;An Jinsun
    • Journal of Environmental Health Sciences
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    • v.30 no.5 s.81
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    • pp.388-394
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    • 2004
  • Seaweed waste(SWW) was used to improve the liner effect in recycling of dredged soil as the landfill liner. It was found that the compressive strength became somewhat lower when SWW was added than that was when Ordinary Port-land Cement(OPC) only was added. The permeability coefficient, however, became lower in this case which showed the lowest permeability coefficient when the addition of SWW was one percent. Hence, to comply with the regulations for the compression strength and permeability coefficient of landfill liner, the addition of OPC should be over eight percent and that of seaweed waste one percent. The results of leaching test showed that the solidified material was not against the laws of waste control, so it is possible to use as the landfill liner and to expect sufficient economic effects because wastes such as dredged soil and seaweed can be recycled.