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Field Measurement of Surface Hydraulic Conductivity Distribution Using Guelph Permeameter : A Case Study in the Riverbank Filtration Site of Kimhae (Ddanseom)  

Jeong, Jae-Hoon (Korea Institute of Water and Environment, Korea Water Resources Corporation)
Kim, Hyoung-Soo (Korea Institute of Water and Environment, Korea Water Resources Corporation)
Publication Information
Journal of Soil and Groundwater Environment / v.13, no.2, 2008 , pp. 36-43 More about this Journal
Abstract
A method estimating unsaturated hydraulic conductivity using Guelph permeameter was developed and applied to the Ddanseom area of Kimhae in Nakdong River basin where the facilities producing bank-filtrated groundwaters are currently under construction. It is believed that the hydraulic conductivity values obtained from this study are useful in determination of recharges through unsaturated zone or from the river. The distribution of the surface hydraulic conductivity shows that sediments are finer downstream, implying the downstream part of Ddanseom has the higher potential of groundwater production.
Keywords
Riverbank filtration (RBF); Alluvium; Hydraulic conductivity; Groundwater; Guelph permeameter; Kimhae; Nakdong River;
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Times Cited By KSCI : 1  (Citation Analysis)
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1 Bernhard, W., Hannes, J., and Kurt, Ingerle., 2002, Flood induced infiltration affecting a bank filtrate well at the River Enns, Austria, Journal of Hydrology, 266, 222-234   DOI   ScienceOn
2 Claude, D., Guillemette, P., Emmanuel, L., and Michel, D., 1997, River bank filtration : modelling of the changes in water chemistry with emphasis on nitrogen species, Journal of Contaminant Hydrology, 25, 129-156   DOI   ScienceOn
3 Ray, C.(ed.), 2002, Riverbank filtration: understanding contaminant biogeochemistry and pathogen removal, Kluwer Academic Publisher
4 Reynolds, W.D. and Elrick, D.E., 1987, A Laboratory and numerical assessment of the Guelph permeameter method, Soil Science, 144(4), 282-299
5 Zhuanfang, F., Zhang, Pieter, H., Groenevelt, Gary, and W., Parkin, 1998, The well-shape factor for the measurement of soil hydraulic properties using the Guelph Permeameter, Soil & Tillage Research, 49, 219-221   DOI   ScienceOn
6 이진용, 이명재, 최예권, 김용철, 이강근, 2001, 현장 토양 투수계수 측정 : 방법 및 사례, 한국지하수토양환경학회 추계학술발표회 논문집, p. 188-190
7 박승기, 김태철, 2001, 현장투수계를 이용한 유역 토양의 수리학적 특성 분석, 한국관개배수위원회, 8(1), 61-69
8 서민우, 정우성, 김형수, 황기섭, 안영섭, 2006, 강변여과수 활용 냉난방시스템 개발 및 시범시설 구축, 지열에너지저널, 2(1), 11-19
9 Gardner, W.D., 1958, Some steady state solutions of unsaturated moisture flow equations with application to evaporation from a water table, Soil Science, 85, 228-232   DOI
10 함세영, 정재열, 김형수, 한정상, 류수희, 2004, 창원시 북면 낙동강 주변 하성퇴적층의 지하수유동 모델링, 자원환경지질, 37(5), 499-508
11 Reynolds, W. D., 1986, The Guelph Permeameter method for in situ measurement of field-saturated hydraulic conductivity and matric flux potential, Ph.D. Dissertation. University of Guelph, Guelph, Ont
12 Salverda, A.P. and Dane, J.H., 1993, An examination of the Guelph permeameter for measuring the soil's hydraulic properties, Geoderma, 57(4), 405-421   DOI   ScienceOn
13 Soil Moisture Corp., 1991. Model 2800K1 Guelph Permeameter: Operating Instructions, Santa Barbara, CA 93105, USA
14 건설교통부.한국수자원공사, 2005, 김해시 지하수 기초조사 수문지질도 김해지역 수문지질도 (HG-2005-GH)
15 김형수, 한찬, 류정아, 1999, 지하수 함양 및 활용증대방안 연구, WRRI-GG-99-1, 한국수자원공사 연구보고서
16 이하영, 김상욱, 1964, 김해 지질도, 국립지질조사소
17 원이정, 구민호, 김형수, 2006, 경북 고령군 강변여과 취수 지역의 지하수 유동 모사 및 민감도 분석, 지하수토양환경, 11(2), 45-55   과학기술학회마을
18 대우건설, 2006, 김해시 강변여과수 개발사업 토질보고서, p. 105
19 Ray, C., Melin, G., and Linsky, R. B.(ed.), 2003, Riverbank filtration Improving source-water quality, Kluwer Academic Publisher