Changes in Salinity, Hydraulic Conductivity and Penetration Resistance of a Silt Loam Soil in a Reclaimed Tidal Land

미사질 양토인 간척지 토양에서의 염류도와 수리전도도 및 관입 저항의 변화

  • Jung, Yeong-Sang (Institute of Agricultural Sciences, Kangwon National University) ;
  • Yoo, Sun-Ho (School of Agricultural Biotechnology, College of Agricultural and life Sciences, Seoul National University) ;
  • An, Yeol (Korea Agricultural & Rural Infrastructure Corporation) ;
  • Joo, Jin-Ho (Institute of Agricultural Sciences, Kangwon National University) ;
  • Yu, Il-Ho (Institute of Agricultural Sciences, Kangwon National University)
  • Received : 2002.08.12
  • Accepted : 2002.08.19
  • Published : 2002.08.30

Abstract

Changes in salinity, hydraulic conductivity and penetration resistance in a reclaimed tidal land reclaimed in 1986 were studied. The salinity monitoring based on electrical conductivity of saturated extract, ECe, was conducted from 1994, when the land use for experimental crop production started after tile drainage. The site was abandoned since 1999. The hydraulic conductivity was measured by a sand fill auger hole method, and the resistance was measured with a dynamic penetrometer in situ. The averaged ECe in 1994 was $33.7dS\;m^{-1}$ ranging from 25.5 to $44.8dS\;m^{-1}$, and was decreased to $25.7dS\;m^{-1}$ with large range from 0.8 to $70.3dS\;m^{-1}$ before experiment was $1.89{\times}10^{-7}m\;s^{-1}$. It increased to $1.32{\times}10^6m\;s^{-1}$ in the top 20-cm soil with large variability, while it showed $3.44{\times}10^7m\;s^{-1}$ beneath the 20-cm soil depth with less variability. The penetration resistance of the soil ranged from 0.05 to 9.99MPa. The vertical distribution of penetration resistance indicated the hardened layer was developed at the depth of 20~40 cm where the hydraulic conductivity was sharply decreased.

미사질 양토인 간척지 토양에서 간척 후 토양 관리에 따른 토양의 염류도와 수리전도도 및 관입 저항의 변화를 조사하였다. 조사 대상지는 1986에 방조제가 완료되고 1994년부터 개간되어 밭으로 이용된 후 1999년 이후 식생을 방치하여 온 대호 간척지의 시험 포장이다. 염류도는 포화 침출액법에 의한 전기전도도 ECe 측정, 수리전도도는 sand fill inversed augger hole법, 토양경도는 dynamic penetrometer법을 이용하여 조사하였다. 1994년 ECe값이 평균 $33.7dS\;m^{-1}$로 범위는 $25.5-44.8dS\;m^{-1}$이었으나, 이후 평균 $25.7dS\;m^{-1}$로 감소되었으며, 범위는 $0.8-70.3dS\;m^{-1}$로 배수의 정도에 따라 큰 변이를 보였다. 포장 시험 전 수리전도도는 $1.89{\times}10^{-7}m\;s^{-1}$으로 낮았으나, 시험 후, 토양 20cm 깊이까지 $1.32{\times}10^{-6}m\;s^{-1}$로 크게 증가된 반면에, 20cm 이하의 심토에서는 $3.44{\times}10^{-7}m\;s^{-1}$로 그 변화정도가 작았다. 토양경도는 0.05-9.99 MPa의 범위를 나타냈고, 토양경도의 수직본포를 조사한 결과 20-40 cm에 경반층이 발달된 것을 확인할 수 있었으며, 이 깊이에서의 수리전도도는 급격히 감소되었다.

Keywords

References

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