• Title/Summary/Keyword: 정압주입/수위강하시험

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Estimation of the Effective Hydraulic Conductivity in the Granite Area as an Equivalent Continuum Medium (등연속체매질로서의 화강암지역의 유효수리전도도 산출)

  • 김경수;김천수;배대석
    • The Journal of Engineering Geology
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    • v.12 no.3
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    • pp.319-332
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    • 2002
  • This study is focused on the characterization of an effective hydraulic conductivity in each hydrogeologic unit assumed as an equivalent continuum medium in the granitic area. Four boreholes of 3" diameter were installed and a Multi-packer system was facilitated in the selected borehole. Various in-situ tests including the fracture logging, constant injection and fall-off tests, slug and pulse tests were carried out. A hydrogeologic unit was defined into the upper and lower zones based on the variation of fracture properties and hydraulic conductivities. The difference of the result obtained by the various hydraulic tests and the effective characterization techniques on rock mass permeability are also discussed. The effective hydraulic conductivity of the upper unit was measured by two times(5.27E-10 m/s~7.57E-10 m/s) that of the lower unit(2.45E-10 m/s~6.81E-10 m/s)through the constant injection and fall-off tests.

Relationship between In-situ Hydraulic Conductivity and Van Genuchten Parameters of Unsaturated Fractured Hornfels (불포화 균열 혼펠스의 현장 수리전도도와 반 게누텐 매개변수의 상관성)

  • Cheong, Jae-Yeol;Cho, HyunJin;Kim, Soo-Gin;Ok, Soonil;Kim, Kue-Young;Hamm, Se-Yeong
    • The Journal of Engineering Geology
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    • v.30 no.2
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    • pp.147-160
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    • 2020
  • Unsaturated hydraulic conductivity of near-surface unconsolidated layers depends on the physical properties and water content of the unconsolidated layers. So far, many studies have been conducted on the unsaturated hydraulic conductivity of near-surface unconsolidated layers. However, researches on hydraulic conductivity of unsaturated fractured rocks have been relatively rare. In relation to the construction of a low/intermediate level radioactive waste surface-disposal facility, this study compared and analyzed van Genuchten parameters (α, n) in the laboratory and the hydraulic conductivity obtained in field tests for fractured hornfels at a radioactive-waste disposal site of Korea. The relationship between the field hydraulic conductivity and van Genuchten parameters using data from the ten depth intervals of three boreholes resulted in that the correlation coefficient (R) between the hydraulic conductivity and the van Genuchten parameter α was 0.7607, showing positive correlation whereas the R between the hydraulic conductivity and the van Genuchten shape-defining parameter n was -0.8720, showing negative correlation. Hence, this study confirmed the relationship between the field hydraulic conductivity and the van Genuchten unsaturated functions for the unsaturated fractured hornfels.