Biological Treatment of Hazardous WastesUnlike most books on the subject, which offer only formulaic solutions to particular problems, Biological Treatment of Hazardous Wastes provides professionals with a conceptual framework within which to develop effective treatments tailored to any hazardous waste scenario they may encounter. Written by an author team comprising twenty-five North American and European experts, the text delineates the complex factors involved in the design of successful in situ and ex situ biotreatment approaches. Offering a balanced presentation of basic principles and engineering practices, it progresses from basic microbiological, biochemical, hydrogeological, and engineering principles to the development of design methodologies and specific hazardous waste scenarios - many of them based on the numerous case studies found throughout the book. |
From inside the book
Results 1-3 of 57
Page 29
... mg / L ) but much lower than in the blanket . The methane gas produced in the process contributes toward mixing the ... L , mg / L , or mol / L ) ; or impeller clearance off the reactor bottom in Figure 1.4 and Equation ( 8 ) ( m ) Cin ...
... mg / L ) but much lower than in the blanket . The methane gas produced in the process contributes toward mixing the ... L , mg / L , or mol / L ) ; or impeller clearance off the reactor bottom in Figure 1.4 and Equation ( 8 ) ( m ) Cin ...
Page 115
... [ mg / l ] 249 mg / L , by adsorption on the activated carbon . The subsequent reduction of the pollutant concentration is on on the one hand caused by further adsorption and on the ... L . COD [ mg / l ] 7000 6000 5000 4000 APPLICATIONS 115.
... [ mg / l ] 249 mg / L , by adsorption on the activated carbon . The subsequent reduction of the pollutant concentration is on on the one hand caused by further adsorption and on the ... L . COD [ mg / l ] 7000 6000 5000 4000 APPLICATIONS 115.
Page 289
... mg / L day and HRT of 10.8-15 h , 99 % removal was reported ( Table 10.2 ) . This was not as high a loading as an ... liter ] since an anaerobic system would not have an oxygen demand . Treatability Studies on PCP - Contaminated Soils ...
... mg / L day and HRT of 10.8-15 h , 99 % removal was reported ( Table 10.2 ) . This was not as high a loading as an ... liter ] since an anaerobic system would not have an oxygen demand . Treatability Studies on PCP - Contaminated Soils ...
Contents
Introduction to Microbiological Degradation of Aqueous Waste | 35 |
Bioslurry Reactors | 69 |
Membrane Biofilm Reactors | 103 |
Copyright | |
10 other sections not shown
Common terms and phrases
activity adsorbed adsorption aeration aerobic anaerobic applications aqueous aquifer Aroclor aromatic bacteria Baltzis batch benzene biodegradation biofilm Biological Treatment biomass bioreactor bioremediation bioslurry carbon chemical chlorinated clogging coefficient composting concentration congeners contaminated soil culture dechlorination DeFilippi degradation denitrification desorption diffusion effects effluent electron acceptor Environ Environmental factors Figure fixed-film reactor flow foam g/m³ groundwater growth hazardous waste Hudson River hydrocarbons hydrogen ICB system immobilized impeller increase injection inorganic kinetics liquid material membrane metabolic methanogenic mg/L Microbiol microorganisms mineralization mixed mixture naphthalene nitrate nutrients occur operating organic compounds oxidation oxygen packing particles Penta Pentachlorophenol permeability reduction phase phenol pollutant pore porosity porous potential reaction redox removal samples sediments Shareefdeen sludge slurry slurry-phase solids solubility sorption species studies substrate subsurface surface surfactant target compounds temperature toluene toxicity typically vadose zone volatilization wastewater zone
References to this book
Fundamentals of Environmental Chemistry, Second Edition Stanley E. Manahan No preview available - 2010 |