• Title/Summary/Keyword: 변수두법

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A Measurement of Hydraulic Conductivity of Disturbed Sandy Soils by Particle Analysis and Falling Head Method (입도분석 및 변수두법을 이용한 교란 사질 토양의 투수계수 측정)

  • Jeong Ji-Gon;Seo Byong-Min;Ha Seong-Ho;Lee Dong-Won
    • The Journal of Engineering Geology
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    • v.16 no.1 s.47
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    • pp.15-21
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    • 2006
  • Sandy soils obtained from the field were examined by the way of particle analyses. The hydraulic conductivity values of the disturbed soil samples were measured by the falling head method. Then the correlations between the hydraulic conductivity and particle distribution were defined. The soil which was a product of the weathering of the granitic rocks belonged to sand and loamy sand area in a sand-silt-clay triangular diagram. The measurements of hydraulic conductivity were $1.15X10^{-5}\sim7.31X10^{-4}cm/sec$ which is the range of sand and silt. It was clearly observed that the hydraulic conductivity measurements of the sandy soils showed stronger correlations with the particle variances rather than the mean grain sizes. The larger the variances, the smaller the hydraulic conductivity measurements. The sandy soil which was a product of weathered granite and whose mean grain size was $0.38\sim1.97mm$ showed regression curves of $y=6.0E-5x^{-1.4}$ in a correlations between hydraulic conductivity and particle variances. Accordingly, it is clearly concluded that making estimates with-out any consideration about particle variances can produce serious errors.

Estimation of Hydraulic Properties in Porous Media (다공성 매질의 수리특성 추정)

  • Park, Jae-Hyeon;Park, Chang-Kun;Soun, Jung-Ho
    • Water for future
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    • v.27 no.3
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    • pp.107-113
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    • 1994
  • The analysis of Richards eq. requires data of the soil water retention function and the unsaturated hydraulic conductivity. The soil water retention function was measured through the use of the developed apparatus and the saturated hydraulic conductivity was measured by the constant head method for each soil sample corresponding to the A, B, C types of SCS. In order to obtain one water retention function and one unsaturated hydraulic conductivity which represent each soil group, van Genuchten's eq. and Mualem's pore-structure model was chosen respectively. Parameters of van Genuchten's eq. are estimated for each soil group using data obtained in the experiments, and estimated values give a basis to analyze the unsaturated flow in the non-measured region efficiently.

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