Entrapped air effects on dipole flow test in sand tank experiments: Hydraulic conductivity and head distribution

被引:156
作者
Department of Geosciences, University of Nebraska, Lincoln, United States [1 ]
不详 [2 ]
不详 [3 ]
机构
[1] Department of Geosciences, University of Nebraska, Lincoln
[2] Department of Biological Systems Engineering, University of Nebraska, Lincoln
[3] Department of Mathematics, University of Nebraska, Lincoln
来源
J. Hydrol. | 2007年 / 3-4卷 / 193-205期
关键词
Dipole flow testing; Entrapped air; Hydraulic conductivity; Single borehole tests;
D O I
10.1016/j.jhydrol.2007.03.013
中图分类号
学科分类号
摘要
The dipole flow test (DFT) was applied to investigate the effects of entrapped air on quasi-saturated hydraulic conductivity (K) in a cylindrical aquifer model (sand tank). The sand tank was equipped with 58 spatially distributed piezometers and screened well to accommodate the dipole probe (DP). The experiments included tests with and without pre-saturation of the sand medium with CO2, a technique intended to minimize the impacts of entrapped air on K. A mathematical model was developed and applied to interpret the piezometer drawdown data. Estimation of K from DP chamber drawdowns produced good results when the medium was pre-saturated with CO2. However, without CO2 pre-saturation, the effect of entrapped air was apparent from the nonlinear drawdown responses to the pumping rate. In general, the quasi-saturated K was approximately 50% of the fully saturated K. © 2007 Elsevier B.V. All rights reserved.
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页码:193 / 205
页数:12
相关论文
共 40 条
[1]  
Adam K.M., Bloomsburg G.L., Corey A.T., Diffusion of trapped gas from porous media, Water Resour. Res., 5, 4, pp. 840-849, (1969)
[2]  
Bicalho K.V., Znidarcic D., Ko H.Y., Air entrapment effects on hydraulic properties, Geotechnical Special Publication, 99, pp. 517-528, (2000)
[3]  
Bower H., Rapid field measurement of air entry value and hydraulic conductivity of soil as significant parameters in flow system analysis, Water Resour. Res., 2, pp. 729-738, (1966)
[4]  
Cassiani G., Kabala Z.J., Hydraulics of a partially penetrating well: solution to a mixed-type boundary value problem via dual integral equations, J. Hydrol., 211, pp. 100-111, (1998)
[5]  
Christiansen J.E., Effect of entrapped air upon the permeability of the soil, Soil Sci., 58, pp. 355-365, (1944)
[6]  
Christiansen J.E., Fireman M., Allison L.W., Displacement of soil-air by CO<sub>2</sub> for permeability tests, Soil Sci., 61, pp. 355-360, (1946)
[7]  
Cole K., Zlotnik V., Modification of Dagan's numerical method for slug and packer test interpretation, Computational Methods in Water Resources X, 1, pp. 719-726, (1994)
[8]  
Collis-George N., Yates D.B., The effects of encapsulated air on constant head permeameters, Soil Sci., 140, pp. 170-178, (1985)
[9]  
Collis-George N., Yates D.B., The effects of encapsulated air on falling head permeameters, Soil Sci., 140, pp. 319-328, (1987)
[10]  
Collis-George N., Yates D.B., The first stage of drainage from ponded soils with encapsulated air, Soil Sci., 149, pp. 103-111, (1990)