• Title/Summary/Keyword: 단공양수시험

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Estimation of Hydraulic Parameters from Slug, Single Well Pumping and Step-drawdown Tests (순간수위 변화시험, 단공양수시험 및 단계양수시험을 통한 수리상수 추정연구)

  • Jo, Yun-Ju;Lee, Jin-Yong;Jun, Seong-Chun;Cheon, Jeong-Yong;Kwon, Hyung-Pyo
    • The Journal of Engineering Geology
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    • v.20 no.2
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    • pp.203-212
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    • 2010
  • The aim in this study is used to develop the remediation technologies for contaminated ground water. Slug, single well pumping and step-drawdown tests have been used to obtain hydraulic parameter estimates in the field. Slug tests yield hydraulic conductivity values using the Bouwer and Rice and C-B-P analysis methods. The mean and median hydraulic conductivity values of Bouwer and Rice method are $4.48{\times}10^{-3}$ and $1.16{\times}10^{-3}cm/sec$, respectively. On the other hand, C-B-P method gave mean and median hydraulic conductivity values of $2.37{\times}10^{-3}$ and $7.09{\times}10^{-4}cm/sec$, respectively. These analyses show a trend for the Bouwer and Rice method to yield lower hydraulic conductivity values in low permeability zones of granite in the study area. Sing well pumping test data were calculated through type curve in GW7, GW12 and MW9 wells. It could be interpreted that the differences of hydraulic conductivity and transmissivity values between GW7 and GW12, MW9 is related with fault clays and fractures in the bedrock among the wells. Step-drawdown tests were carried out in the KDPW1 and KDPW2 wells. The hydraulic parameter of KDPW1 and KDPW2 showed very litter difference between the values. The study of hydraulic parameter estimates can be used to purify in contaminated groundwater.

Application of SP monitoring to the analysis of anisotropy of aquifer (대수층 이방성 분석을 위한 자연전위 모니터링의 적용)

  • 송성호;용환호
    • Economic and Environmental Geology
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    • v.36 no.1
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    • pp.49-58
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    • 2003
  • To analyze the anisotropic characteristics of fractured aquifer, variations of streaming potential were measured during and after pumping over several wells at the two test sites. Surface electrical resistivity survey, normal resistivity logging, and slug test were performed at the wells to identify the hydrogeological structure. Applying the results to the recently suggested model, the aquifer of the two test sites showed confined characteristics. Anisotropic direction appeared in using equi-potential maps from self-potential monitoring results matched well with the results of the hydrogeological test. The self-potential monitoring method adopted in this study would be useful for providing a more reliable information on the anisotropy of aquifer in the pumping test at single well.