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Leachates treatment

The aluminum smelter solid wastes, in the form of spent pot lining, are disposed of in engineered landfills that feature clay or synthetic lining of disposal pits, provision of soil layers for covering and sealing, and control and treatment of any leachate. Treatment processes are available to reduce hazards associated with spent pot lining prior to disposal of the lining in a landfill. Other solid wastes... [Pg.140]

Case 2 - The Hyde Park Landfill site, located in an industrial complex in the extreme northwest corner of Niagara, New York, was used from 1953 to 1975 as a disposal site for an estimated 80,000 tons of chemical waste, including chlorinated hydrocarbons. A compacted clay cover was installed in 1978 over the landfill and a tile leachate collection system was installed in 1979. Hazardous compounds such as ortho-, meta- and para-chlorobenzoic acid toluene ortho- and meta-chlorotoluene 3,4-dichlorotoluene and 2,6-dichlorotoluene were detected in the leachate (Irvine et al., 1984). Since 1979, the existing leachate treatment system has used activated carbon as the technology for removing organic carbon. Although... [Pg.155]

Attached-Growth Biomass for Sanitary Landfill Leachate Treatment. 581... [Pg.571]

Case 3 Leachate Treatment Using an Aerobic Biofilm Reactor. 583... [Pg.571]

The key issues in developing an effective biological landfill leachate treatment process are the following ... [Pg.578]

FIGURE 15.2 Schematic diagram of leachate treatment using an attached growth biofilm reactor. [Pg.583]

The aerobic biofilter used in the study had a capacity of 10 L. The reactor was packed to 60% of the empty bed volume with Cosmo ball media. The biofilter was seeded with active innoculum taken from an active aerated lagoon of a nearby landfill leachate treatment. Fresh raw leachate was used as feed to the reactor at a rate of 5 L/d over 24h. The loading rates applied to the bioreactor were between 1.6 and 22.2 kg COD/m3d. Initial studies were conducted as a batch process lasting for a period of 24 d. Thereafter, the biofilter was fed continuously for a total period of 240 d. [Pg.584]

Forgie, D.J.L., Selection of the most appropriate leachate treatment methods. Part 1 A review of potential biological leachate treatment methods, Water Pollut. Res. J. Can., 23, 308-329, 1988. [Pg.585]

Loukidou, M.X. and Zouboulis, A.I., Comparison of two biological treatment processes using attached-growth biomass for sanitary landfill leachate treatment, Environ. Pollut., Ill, 273-281, 2000. [Pg.587]

Idris, A. and Abdullah, A.G.L., Leachate Treatment Using Aerobic Biofilm Reactor, Proc. JSPS-VCC Seminar on Water Resource Management, Kota Kinabalu, Malaysia, 2001. [Pg.587]

Haarstad K. and Mashlum T., Electrical conductivity and chloride reduction in leachate treatment systems, J. Environ. Eng., 133, 659, 2007. [Pg.587]

Membrane filtration processes have been successfully applied to the field of environmental engineering for air pollution control,34 potable water purification,22-24 groundwater decontamination,35,36 industrial effluent treatment,37 hazardous leachate treatment,35,36 and site remediation,36 mainly because membrane filtration can remove heavy metals and organics. [Pg.623]

Landau-Fermi liquid, 23 840 Landau quasiparticle model, 23 840 Land cost, 9 527 Landering, 8 438-439 Land-farming, 3 768 defined, 3 759t Landfill gas, 25 880 Landfill leachate treatment, reverse osmosis in, 21 646-647 Landfill liners, 25 877-878... [Pg.508]


See other pages where Leachates treatment is mentioned: [Pg.154]    [Pg.172]    [Pg.86]    [Pg.571]    [Pg.571]    [Pg.572]    [Pg.573]    [Pg.574]    [Pg.574]    [Pg.574]    [Pg.574]    [Pg.575]    [Pg.577]    [Pg.577]    [Pg.579]    [Pg.579]    [Pg.580]    [Pg.581]    [Pg.583]    [Pg.583]    [Pg.585]    [Pg.587]    [Pg.1389]    [Pg.1392]   


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