Browse > Article

Correlation of Soil Particle Distribution and Hydrodynamic Dispersion Mechanism in Ununiformed Soils Through Laboratory Column Tests  

Kang, Dong-Hwan (Department of Environmental Geosciences, Pukyong National University)
Chung, Sang-Yong (Department of Environmental Geosciences, Pukyong National University)
Publication Information
Journal of Soil and Groundwater Environment / v.11, no.6, 2006 , pp. 28-34 More about this Journal
Abstract
Laboratory column tests using $Cl^-$ tracer were conducted to study the correlation of soil particle distribution and hydrodynamic dispersion mechanism with three kinds of ununiformed soil samples, in which the ratio of gravel and sand versus silt and clay is 24.5 for S-1 soil, 4.48 for S-2 soil, and 0.4 for S-3 soil. Chloride breakthrough curves with time were fitted with gaussian functions. The relative concentrations of chloride were converged to 1.0 after 0.7 hours for S-1, 6.3 hours for S-2, and 389 hours for S-3. Average linear velocity, longitudinal dispersion coefficient, and longitudinal dispersivity were calculated by chloride breakthrough curves. Longitudinal dispersion coefficients were $1.20{\times}10^{-4}\;m^2/sec$ for S-1, $8.87{\times}10^{-7}\;m^2/sec$ for S-2, and $1.94{\times}10^{-9}\;m^2/sec$ for S-3. Peclet numbers calculated by the molecular diffusion coefficient of chloride and the mean grain diameters of soils were $2.59{\times}10^2$ for S-1, $6.27{\times}10^0$ for S-2, and $1.35{\times}10^{-4}$ for S-3. Mechanical dispersion was dominant for the hydrodynamic dispersion mechanism of S-1. Both mechanical dispersion and molecular diffusion were dominant for the hydrodynamic dispersion mechanism of S-2, but mechanical dispersion was ascendant over molecular diffusion. Hydrodynamic dispersion in S-3 was occurred mainly by molecular diffusion. When plotting three soils on the graph of $D_L/D_m$ versus Peclet number produced by Bijeljic and Blunt (2006), the values of $D_L/D_m$ for S-1 and S-2 were more than 2.0 order compared to their graph. S-3 was not plotted on their graph because the Peclet number was as small as $1.35{\times}10^{-4}$.
Keywords
Ununiformed soil; Laboratory column test; Hydrodynamic dispersion mechanism; Longitudinal dispersion coefficient; Longitudinal dispersivity; Molecular diffusion; Peclet number;
Citations & Related Records
Times Cited By KSCI : 1  (Citation Analysis)
연도 인용수 순위
1 김영수, 김종열, 김홍택, 이영휘, 홍원표, 2000, 토질역학, 사이텍미디어, p. 764
2 천병식, 유한규, 2001, 토질실험 및 지반조사 -실내.외 시험법과 그 결과의 이용-, (주)건설연구사, p. 404
3 Koch, D.L. and Brady, J.F., 1985, Dispersion in fixed beds, J. Fluid Mech., 154, 399-427   DOI   ScienceOn
4 Millington, R.J., 1959, Gas diffusion in porous media, Science, 130, 100-102
5 이아라, 이승학, 박준범, 2006, Fe-loaded zeolite를 이용한 칼럼 실험에서의 Cd & Cr(VI) 동시제거 반응성 평가, 한국지하수토양환경학회, 11(1), 14-22   과학기술학회마을
6 한정상, 장호완, 한규상, 고경석, 이영동, 유대호, 1991, 울산 공업단지 지하수 오염 예측을 위한 정량적 수리분산 연구, 한국지하수환경학회, 27(1), 98-116
7 Charbeneau, R.J., 2000, Groundwater Hydraulics and Pollutant Transport, Prentice Hall Inc., p. 593
8 Brigham, W.E., Reed, P.W., and Dew, J.N., 1961, Experiments on mixing during miscible displacements in porous media, SPE J., 1, 1-8   DOI
9 Ogata, A. and Banks, R.B., 1961, A solution of differential equation of longitudinal dispersion in porous media, USGS Professional Paper 411-A, U.S. Government Printing Office, Washington, DC
10 Millington, R.J. and Quirk, J.M., 1961, Permeability of porous solids, Trans. Faraday Soc., 57, 1200-1207   DOI
11 Saffman, P.G., 1959, A theory of dispersion in a porous media, J. Fluid Mech., 6(3), 321-349   DOI
12 Ogata, A., 1970, Theory of dispersion in a granular medium, USGS Professional Paper 411-I, U.S. Government Printing Office, Washington, DC.
13 Pickens, J.F. and Grisak, G.E., 1981, Scale-Dependent Dispersion in a Stratified Granular Aquifer, Water Resources Research, 17(4), 1191-1211   DOI
14 Ftter, C.W., 1999, Contaminant Hydrogeology, Prentice Hall Inc., p. 500
15 김강진, 김하석, 이대운, 이원, 2001, (5)분석화학, 자유아카데미, p. 1141
16 Domenico, P.A. and Schwartz, F.W., 1997, Physical and Chemical Hydrogeology, John Wiely & Sons, Inc., p. 506
17 Bijeljic, B. and Blunt, M.J., 2006, Pore-scale modeling and continuous time random walk analysis of dispersion in porous media, Water Resources Research, 42, W01202   DOI   ScienceOn
18 Koplik, J., Redner, S., and Wilkinson, D., 1988, Transport and dispersion in random networks with percolation disorder, Phys. Rev. A, 37(7), 2619-2636   DOI
19 Berkowitz, B., Scher, H., and Silliman, S.E., 2000, Anomalous transport in laboratory-scale, heterogeneous porous media, Water Resources Research, 36(1), 149-158   DOI   ScienceOn
20 농업기반공사, 2002, 육군 구2정비창 오염부지 정화사업 공법실증시험, p. 833
21 Sahimi M., 1995, Flow and Transport in Porous Media and Fractured Rock, Weinheim Inc., p. 482
22 Bijeljic, B., Muggeridge, A.H., and Blunt, M.J., 2004, Porescale modeling of longitudinal dispersion, Water Resources Research, 40, W11501   DOI   ScienceOn
23 장연수, 임종주, 1997, 해성점토와 풍화토의 오염물 흡착능에 관한 실험 연구, 한국지하수환경학회, 4(2), 78-84