Denitrification in a Carbon and Nitrogen Removal System for Leachate Treatment: Performance of a Upflow Sludge Blanket (USB) Reactor

The performance of a bench scale upflow sludge bed (USB) denitrifying reactor was evaluated in order to integrate it into a C and N removal system for Sanitary Landfill Leachate. The raw leachate used presented COD and NH 4 -N average values of 30000 mg/l and 1000 mg/l, respectively. The complete system comprises in addition an UASB reactor and a nitrifying RBC. A portion of the aerobic reactor effluent was recycled into the denitrification stage and some raw leachate was also added as an additional C source. In order to obtain operating parameters the denitrifying reactor was operated alone. Sludge from an aerobic reactor (RBC) treating raw leachate was used as inoculum. Shortly after the start up, good granulation of the sludge bed was observed. Using raw leachate and UASB outlet as carbon sources with COD/NO 3 -N ratios of 4 and 12, respectively, denitrification efficiencies of about 90% were reached. A sludge yield of 0.16 gVSS/gCOD removed was obtained operating with raw leachate. For the anoxic reactor operating in the complete system, denitrification efficiencies of 90% were also achieved. A nitrogen gas recycle was a successful way to avoid frequently observed sludge bed rising problems.

[1]  Carlo Collivignarelli,et al.  Economic Removal of Organic and Nutrient Substances from Municipal Wastewaters with Full-Scale U.A.S.B. Fluidized- and Fixed-Bed Reactors , 1991 .

[2]  Mogens Henze,et al.  Capabilities of Biological Nitrogen Removal Processes from Wastewater , 1991 .

[3]  D. Prasad,et al.  Removal of organics from leachates by anaerobic filter. , 1987 .

[4]  C. Polprasert,et al.  Effluent denitrification with anaerobic filters , 1986 .

[5]  Juu‐En Chang Treatment of Landfill Leachate with an Upflow Anaerobic Reactor Combining a Sludge Bed and a Filter , 1989 .

[6]  A. Tilche,et al.  Anaerobic-Aerobic Combined Process for the Treatment of Sewage with Nutrient Removal: The Ananox® Process , 1992 .

[7]  J. M. Morgan-Sagastume,et al.  Anaerobic‐anoxic‐aerobic process with recycling and separated biomass for organic carbon and nitrogen removal from wastewater , 1994 .

[8]  Iván López,et al.  Hydrolysis constant and VFA inhibition in acidogenic phase of MSW anaerobic degradation , 1997 .

[9]  J. Iza,et al.  Inorganic solids development in a pilot-scale anaerobic reactor treating municipal solid waste landfill leachate , 1993 .

[10]  R. Moletta,et al.  Denitrification in anaerobic digesters: Possibilities and influence of wastewater COD/N‐NOX ratio , 1992 .

[11]  Mohamed F. Hamoda,et al.  Anaerobic treatment of leachate using fixed film and sludge bed systems , 1988 .

[12]  P. J. Maris,et al.  Leachate treatment with particular reference to aerated lagoons , 1984 .

[13]  H. D Robinson,et al.  The treatment of leachates from domestic waste in landfill sites , 1985 .