Simultaneous adsorption and biological treatment of pre-treated landfill leachate by fed-batch operation

Abstract Due to high chemical oxygen demand (COD), ammonium–N content and presence of toxic compounds such as heavy metals, direct biological treatment of landfill leachate results in low removal efficiencies. In order to improve biological treatability of the leachate, coagulation–flocculation and air stripping of ammonia were used as pre-treatment. Pre-treated leachate was treated biologically using an aeration tank operated in fed-batch mode in the absence and presence of powdered activated carbon (PAC) as adsorbent. PAC addition improved COD removal significantly especially at concentrations above 0.5 g l −1 . However, improvements in COD removals were marginal for PAC concentrations above 2 g l −1 . Nearly 86% COD removal was achieved with 2 g l −1 PAC added biological treatment whereas, COD removals by only biological oxidation and only PAC adsorption were nearly 74 and 38%, respectively at the end of 30 h of fed-batch operation. An empirical equation was developed to describe the contribution of adsorption over biological treatment as a function of PAC concentration.

[1]  F. Kargı,et al.  Bioprocess Engineering: Basic Concepts , 1991 .

[2]  J. Ferguson,et al.  Physical-chemical treatment of landfill leachate for metals removal , 1995 .

[3]  I. Lo,et al.  Characteristics and treatment of leachates from domestic landfills , 1996 .

[4]  Juu‐En Chang,et al.  Electrochemical oxidation combined with physical-chemical pretreatment processes for the treatment of refractory landfill leachate , 2001 .

[5]  Martin Steensen,et al.  Chemical oxidation for the treatment of leachate-process comparison and results from full-scale plants , 1997 .

[6]  K. Kennedy,et al.  Treatment of landfill leachate using sequencing batch and continuous flow upflow anaerobic sludge blanket (UASB) reactors , 2000 .

[7]  X. Li,et al.  Efficiency of biological treatment affected by high strength of ammonium-nitrogen in leachate and chemical precipitation of ammonium-nitrogen as pretreatment. , 2001, Chemosphere.

[8]  Paris Honglay Chen Assessment of leachates from sanitary landfills: Impact of age, rainfall, and treatment , 1996 .

[9]  T. Mæhlum,et al.  Treatment of landfill leachate in on-site lagoons and constructed wetlands , 1995 .

[10]  Y. Shimizu,et al.  Biodegradation of recalcitrant organic matter under sulfate reducing and methanogenic conditions in the landfill column reactors , 1997 .

[11]  Riitta Kettunen,et al.  Anaerobic and sequential anaerobic-aerobic treatments of municipal landfill leachate at low temperatures , 1996 .

[12]  Jolanta Bohdziewicz,et al.  Application of pressure-driven membrane techniques to biological treatment of landfill leachate , 2001 .

[13]  Chih-Cheng Chang,et al.  Treatment of landfill leachate by combined electro-Fenton oxidation and sequencing batch reactor method , 2000 .

[14]  Petros Samaras,et al.  Combined treatment of landfill leachate and domestic sewage in a sequencing batch reactor , 1997 .

[15]  D. Ahn,et al.  USE OF COAGULANT AND ZEOLITE TO ENHANCE THE BIOLOGICAL TREATMENT EFFICIENCY OF HIGH AMMONIA LEACHATE , 2002, Journal of environmental science and health. Part A, Toxic/hazardous substances & environmental engineering.

[16]  H S Kim,et al.  Variations of Landfill Leachate's Properties in Conjunction with the Treatment Process , 2001, Environmental technology.

[17]  S. J. Pirt,et al.  Principles of microbe and cell cultivation , 1975 .

[18]  A. Amokrane,et al.  Landfill leachates pretreatment by coagulation-flocculation , 1997 .

[19]  H J Woo,et al.  Simultaneous organic and nitrogen removal from municipal landfill leachate using an anaerobic-aerobic system. , 2001, Water research.

[20]  Akio Imai,et al.  Removal of refractory organics and nitrogen from landfill leachate by the microorganism-attached activated carbon fluidized bed process , 1993 .

[21]  Alfons Vogelpohl,et al.  Activated carbon column performance studies of biologically treated landfill leachate , 1995 .

[22]  J. Rintala,et al.  Screening of physical-chemical methods for removal of organic material, nitrogen and toxicity from low strength landfill leachates. , 2002, Chemosphere.

[23]  Donald S. Mavinic,et al.  Biological treatment of a high ammonia leachate: influence of external carbon during initial startup , 1998 .

[24]  L. H. Liu,et al.  Autotrophic denitrification of landfill leachate using elemental sulphur , 1996 .

[25]  A. E. Greenberg,et al.  Standard methods for the examination of water and wastewater : supplement to the sixteenth edition , 1988 .

[26]  X. Hao,et al.  Ammonium removal from landfill leachate by chemical precipitation , 1999 .

[27]  P. Jaouen,et al.  Stabilized landfill leachate treatment by combined physicochemical-nanofiltration processes. , 2001, Water research.

[28]  A. Zouboulis,et al.  Comparison of two biological treatment processes using attached-growth biomass for sanitary landfill leachate treatment. , 2001, Environmental pollution.

[29]  C Thoeye,et al.  Combined ozone-activated sludge treatment of landfill leachate. , 2001, Water science and technology : a journal of the International Association on Water Pollution Research.

[30]  J. Fu,et al.  Biological control of leachate from municipal landfills. , 2001, Chemosphere.

[31]  I. Ozturk,et al.  Anaerobic sequencing batch reactor treatment of landfill leachate , 1999 .