Comparison of two biological treatment processes using attached-growth biomass for sanitary landfill leachate treatment.

The objective of this investigation was to compare two biological systems using attached-growth biomass, for treatment of leachates generated in a typical municipal solid waste sanitary landfill. A moving-bed biofilm process, which is a relatively new type of biological treatment system, has been examined. It is based on the use of small, free-floating polymeric (polyurethane) elements, while biomass is being grown and attached as biofilm on the surface of these porous carriers. A granular activated carbon (GAC) moving-bed biofilm process was also tested. This method combines both physico-chemical and biological removal mechanisms for the removal of pollutants. The presence of GAC offers a suitable porous media, which is able to adsorb both organic matter and ammonia, as well as to provide an appropriate surface onto which biomass can be attached and grown. A laboratory-scale sequencing batch reactor (SBR) was used for the examination of both carriers. The effects of different operation strategies on the efficiency of these biological treatment processes were studied in order to optimize their performance, especially for the removal of nitrogen compounds and of biodegradable organic matter. It has been found that these processes were able to remove nitrogen content almost completely and simultaneously, the removal of organic matter (expressed as BOD5 and COD), color and turbidity were sufficiently achieved.

[1]  A. Broch-Due,et al.  Pilot Plant Experience with an Aerobic Moving Bed Biofilm Reactor for Treatment of NSSC Wastewater , 1994 .

[2]  L. Hem Effect of volatile fatty acids and trimethylamine of nitrification in activated sludge , 1994 .

[3]  A. E. Greenberg,et al.  Standard Methods for the Examination of Water and Wastewater seventh edition , 2013 .

[4]  Hallvard Ødegaard,et al.  Nitrification in a moving bed biofilm reactor , 1994 .

[5]  C. Nicolella,et al.  Biomass concentration in fluidized bed biological reactors , 1997 .

[6]  Hallvard Ødegaard,et al.  Nitrification of municipal wastewater in moving-bed biofilm reactors , 1995 .

[7]  Thomas Welander,et al.  Biological nitrogen removal from municipal landfill leachate in a pilot scale suspended carrier biofilm process , 1998 .

[8]  O. Hao,et al.  Sequencing batch reactor system for nutrient removal : ORP and pH profiles , 1996 .

[9]  Akio Imai,et al.  Treatment of a Landfill Leachate Containing Refractory Organics and Ammonium Nitrogen by the Microorganism-Attached Activated Carbon Fluidized Bed Process , 1992 .

[10]  Hallvard Ødegaard,et al.  Nitrogen removal from dilute wastewater in cold climate using moving‐bed biofilm reactors , 1995 .

[11]  Rainer Stegmann,et al.  Sanitary Landfilling: Process, Technology and Environmental Impact , 1990 .

[12]  Thomas Welander,et al.  Nitrification of landfill leachate using suspended-carrier biofilm technology , 1997 .

[13]  P. Sutton,et al.  Activated carbon based biological fluidized beds for contaminated water and wastewater treatment: a state-of-the-art review , 1994 .

[14]  William F. Garber,et al.  On Line Respirometry: A Powerful Tool for Activated Sludge Plant Operation and Design , 1993 .