Grantee Research Project Results
Publications Details for Grant Number R825689C047
Determining and Modeling Diffusion-Limited Sorption and Desorption Rates of Organic Contaminants in Heterogeneous Soils
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| Reference Type | Reference Title | Journal | Author | Citation | Progress Report Year | Document Sources |
|---|---|---|---|---|---|---|
| Dissertation/Thesis | Entrapment and mobilization of residual halogenated organic liquids in saturated aquifer material. | None | Dawson HE | Dawson HE. Entrapment and mobilization of residual halogenated organic liquids in saturated aquifer material. Ph.D. Dissertation. Department of Civil Engineering, Stanford University, Stanford, CA, 1992. |
R825689C047 (Final) |
not available |
| Dissertation/Thesis | Determining and modeling diffusion-limited desorption rates in heterogeneous aquifer solids. | None | Harmon TC | Harmon TC. Determining and modeling diffusion-limited desorption rates in heterogeneous aquifer solids. Ph.D. Dissertation. Department of Civil Engineering, Stanford University, Stanford, CA, 1992. |
R825689C047 (Final) |
not available |
| Journal Article | Modeling the emission and dispersion of volatile organics from surface aeration wastewater treatment facilities. | WATER RESEARCH | Chrysikopoulos CV, Hildemann LM, Roberts PV | Chrysikopoulos CV, Hildemann LM, Roberts PV. Modeling the emission and dispersion of volatile organics from surface aeration wastewater treatment facilities. Water Research 1992;26(8):1045-1052. |
R825689C047 (Final) R825689C048 (Final) |
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| Journal Article | Influence of viscous, gravitational, and capillary forces on DNAPL saturation. | GROUND WATER | Dawson HE, Roberts PV | Dawson HE, Roberts PV. Influence of viscous, gravitational, and capillary forces on DNAPL saturation. Ground Water 1997;35(2):261-269. |
R825689C047 (Final) |
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| Journal Article | Pore scale spatial analysis of two immiscible fluids in porous media. | WATER RESOURCES RESEARCH | Gvirtzman H, Roberts PV | Gvirtzman H, Roberts PV. Pore scale spatial analysis of two immiscible fluids in porous media. Water Resources Research 1991;27(6):1165-1176. |
R825689C047 (Final) |
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| Journal Article | Simulating solute transport using laboratory-based sorption parameters. | ENVIRONMENTAL ENGINEERING SCIENCE | Harmon TC, Semprini L, Roberts PV | Harmon TC, Semprini L, Roberts PV. Simulating solute transport using laboratory-based sorption parameters. Journal of Environmental Engineering-ASCE 1992;118(5):666-688. |
R825689C047 (Final) |
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| Journal Article | Determining and modeling mass transfer rate limitations in heterogeneous aquifers. | WATER SCIENCE AND TECHNOLOGY | Harmon TC, Roberts PV | Harmon TC, Roberts PV. Determining and modeling mass-transfer rate limitations in heterogeneous aquifers. Water Science & Technology 1992;26(1-2):71-77. |
R825689C047 (Final) |
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| Journal Article | The effect of equilibration time on desorption rate measurements with chlorinated alkenes and aquifer particles. | ENVIRONMENTAL PROGRESS | Harmon TC, Roberts PV | Harmon TC, Roberts PV. The effect of equilibration time on desorption rate measurements with chlorinated alkenes and aquifer particles. Environmental Progress 1994;13(1):1-8. |
R825689C047 (Final) R825689C063 (Final) |
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| Journal Article | Comparison of intraparticle sorption and desorption rates for a halogenated alkene in a sandy aquifer material. | ENVIRONMENTAL SCIENCE & TECHNOLOGY | Harmon TC, Roberts PV | Harmon TC, Roberts PV. Comparison of intraparticle sorption and desorption rates for a halogenated alkene in a sandy aquifer material. Environmental Science & Technology 1994;28(9):1650-1660. |
R825689C047 (Final) |
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| Journal Article | Analytical solutions of the atmospheric diffusion equation with multiple sources and height-dependent wind speed and eddy diffusivities. | ATMOSPHERIC ENVIRONMENT | Lin J-S, Hildemann LM | Lin J-S, Hildemann LM. Analytical solutions of the atmospheric diffusion equation with multiple sources and height-dependent wind speed and eddy diffusivities. Atmospheric Environment 1996;30(2):239-254. |
R825689C047 (Final) R825689C048 (Final) R825689C072 (Final) |
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