Groundwater Remediation, Volumen8CRC Press, 1992 M05 6 - 200 páginas This book reviews the sources of soil and groundwater contamination and the potential remediation technologies. It focuses on remediation technologies that are commonly utilized in practice, and discusses a number of innovative technologies that show promise for special problem circumstances. |
Contenido
Contaminated Soil and Groundwater Remediation | 4 |
Continuity Equation for Groundwater Hydraulics | 16 |
References | 35 |
Water | 61 |
Volatilization | 67 |
Summary | 80 |
83 | 112 |
BIOREMEDIATION | 117 |
Examples and Detailed Tabulation of Case Studies | 126 |
Application of Models to Biodegradation Processes | 133 |
SOIL VAPOR EXTRACTION SYSTEMS | 143 |
Organic Vapor Transport | 149 |
Design Issues on Vapor Extraction Systems | 156 |
185 | |
Términos y frases comunes
adsorption advective aerobic air flow aquifer test biodegradation BIOPLUME bioremediation processes bioremediation systems Borden Bouwer capillary pressure characteristics cleanup coefficient concentration contaminated soil curve Darcy's law degradation density dispersion disposal distribution drawdown Equation equilibrium estimated evaluate field flow rate fluid free product gradient Ground Water groundwater groundwater contamination groundwater flow hazardous waste Hvorslev hydraulic conductivity hydrocarbon hydrogeology injection laboratory land treatment land treatment unit mass measured method microbial microorganisms monitoring NAPL nutrients Organic Chemicals organic compounds oxygen parameters permeability Petroleum phase piezometer pollution pore porosity pumping remediation removal residual samples sand saturated shown in Figure simulation slug test slurry soil vapor extraction soil venting soils and sludges solubility Solute Transport sorption spill subsurface surface taminated tank temperature thickness tion toxicity U.S. Environmental Protection unsaturated vadose zone vapor extraction system velocity vertical volatile volume water level Water Resour water table zone