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Results: 1-11 |
Results: 11
Comments on "Exact solution for horizontal redistribution by general similarity"
Authors: Parlange, JY Lockington, D Sander, G Hogarth, WL Barry, DA Li, L Parlange, MB Govindaraju, RS
Citation: Jy. Parlange et al., Comments on "Exact solution for horizontal redistribution by general similarity", SOIL SCI SO, 65(3), 2001, pp. 957-958
Preliminary determination of pollutants plume in groundwater at hazardous solid waste disposal site by employing CPT and rig
Authors: Kim, CG Lockington, D Clarke, WP Kim, CW
Citation: Cg. Kim et al., Preliminary determination of pollutants plume in groundwater at hazardous solid waste disposal site by employing CPT and rig, ENV TECHNOL, 21(1), 2000, pp. 17-30
Determination of retardation coefficients of sulfolane and thiolane on soils by K-ow-K-oc and solubility parameter, batch and column experiments
Authors: Kim, CG Clarke, WP Lockington, D
Citation: Cg. Kim et al., Determination of retardation coefficients of sulfolane and thiolane on soils by K-ow-K-oc and solubility parameter, batch and column experiments, ENVIR GEOL, 39(7), 2000, pp. 741-749
On an exact analytical solution of the Boussinesq equation
Authors: Parlange, JY Hogarth, WL Govindaraju, RS Parlange, MB Lockington, D
Citation: Jy. Parlange et al., On an exact analytical solution of the Boussinesq equation, TRANS POR M, 39(3), 2000, pp. 339-345
Comment on "Modeling transient stream/aquifer interaction with the non-linear Boussinesq equation and its analytical solution" by Serrano S.E., Workman S.R., 1998, Journal of Hydrology 206, 245-255
Authors: Barry, DA Parlange, JY Hogarth, WL Govindaraju, RS Parlange, MB Lockington, D Li, L
Citation: Da. Barry et al., Comment on "Modeling transient stream/aquifer interaction with the non-linear Boussinesq equation and its analytical solution" by Serrano S.E., Workman S.R., 1998, Journal of Hydrology 206, 245-255, J HYDROL, 235(3-4), 2000, pp. 289-292
Rejoinder to comment on "Modeling transient stream/aquifer interaction with the non-linear Boussinesq equation and its analytical solution" by Serrano S.E., Workman S.R., 1998. Journal of Hydrology 206, 245-255 - Disscussion
Authors: Barry, DA Parlange, JY Hogarth, WL Govindaraju, RS Parlange, MB Lockington, D Li, L
Citation: Da. Barry et al., Rejoinder to comment on "Modeling transient stream/aquifer interaction with the non-linear Boussinesq equation and its analytical solution" by Serrano S.E., Workman S.R., 1998. Journal of Hydrology 206, 245-255 - Disscussion, J HYDROL, 235(3-4), 2000, pp. 297-297
Sorptivity and the estimation of water penetration into unsaturated concrete
Authors: Lockington, D Parlange, JY Dux, P
Citation: D. Lockington et al., Sorptivity and the estimation of water penetration into unsaturated concrete, MATER STRUC, 32(219), 1999, pp. 342-347
Feasibility test of biological degradation of heterocyclic sulfur compounds in anaerobic state
Authors: Kim, CG Clarke, WP Lockington, D
Citation: Cg. Kim et al., Feasibility test of biological degradation of heterocyclic sulfur compounds in anaerobic state, J ENVIR S A, 34(4), 1999, pp. 899-918
Competitive adsorption of sulfolane and thiolane on clay materials
Authors: Kim, CG Clarke, WP Lockington, D
Citation: Cg. Kim et al., Competitive adsorption of sulfolane and thiolane on clay materials, KOR J CHEM, 16(2), 1999, pp. 215-220
Approximate analytical solution of the Boussinesq equation with numerical validation
Authors: Hogarth, WL Parlange, JY Parlange, MB Lockington, D
Citation: Wl. Hogarth et al., Approximate analytical solution of the Boussinesq equation with numerical validation, WATER RES R, 35(10), 1999, pp. 3193-3197
A mathematical model for estimating the extent of solute- and water-flux heterogeneity in multiple sample percolation experiments
Authors: Stagnitti, F Li, L Allinson, G Phillips, I Lockington, D Zeiliguer, A Allinson, M Lloyd-Smith, J Xie, M
Citation: F. Stagnitti et al., A mathematical model for estimating the extent of solute- and water-flux heterogeneity in multiple sample percolation experiments, J HYDROL, 215(1-4), 1999, pp. 59-69
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