An innovative multistage treatment system for sanitary landfill leachate depuration: Studies at pilot-scale

被引:64
|
作者
Silva, Tania F. C. V. [1 ]
Soares, Petrick A. [1 ]
Manenti, Diego R. [1 ]
Fonseca, Amelia [2 ]
Saraiva, Isabel [2 ]
Boaventura, Rui A. R. [1 ]
Vilar, Vitor J. P. [1 ]
机构
[1] Univ Porto, Fac Engn, LSRE, LCM, Rua Dr Roberto Frias, P-4200465 Oporto, Portugal
[2] Efacec Engn & Sistemas SA, Unidade Negocios Ambiente, SA, Rua Engn Frederico Ulrich Guardeiras, P-4471907 Moreira Da Maio, Portugal
关键词
Mature sanitary landfill leachate; Biological nitrification; Coagulation/sedimentation; Photo-Fenton; Solar/artificial light; ADVANCED OXIDATION PROCESSES; PHOTO-FENTON REACTION; BIODEGRADABILITY ENHANCEMENT; BIOLOGICAL NITRIFICATION; NITROGEN REMOVAL; COAGULATION; PEROXYNITRITE; COMBINATION; WASTEWATERS; PARAMETERS;
D O I
10.1016/j.scitotenv.2016.10.058
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
In this work, an innovative methodology for the treatment of landfill leachates, after aerobic lagooning, is proposed and adjusted at pilot-scale. This methodology involves an aerobic activated sludge biological pre-oxidation (ASBO), a coagulation/sedimentation step (240 mg Fe3+/L, at pH 4.2) and a photo-oxidation through a photo-Fenton (PF) reaction (60 mg Fe2+, at pH 2.8) combining solar and artificial light. The ASBO process applied to a leachate after aerobic lagooning, with high organic and nitrogen content (1.1-1.5 g C/L; 0.8-3.0 g N/L) and low biodegradability (BOD5/COD = 0.07-0.13), is capable to oxidise 62-99% of the ammonium nitrogen, consuming only the affluent alkalinity (70-100%). The coagulation/sedimentation stage led to the humic acids precipitation, promoting a marked change in leachate colour,from dark-brown to yellowish-brown (related to fulvic acids), accompanied by a reduction of 60%, 58% and 88% on DOC, COD and TSS, respectively. The PF system promoted the degradation of the recalcitrant organic molecules into more easily biodegradable ones. According to Zahn-Wellens biodegradability test, a leachate with 419 mg DOC/L after coagulation, would have to be photo-oxidized until DOC <256 mg/L, consuming 117 mM of H2O2 and 10.4 kJ/L of accumulated UV energy, to achieve an effluent that can be biologically treated in compliance with the COD discharge limit (150 mg O-2/L) into water bodies. The biological process downstream from the photocatalytic system would promote a mineralization >60%. The PF step cost to treat 100 m(3)/day of leachate was 6.41sic/m(3), combining 1339 m(2) of CPCs with lamps. (C) 2016 Elsevier B.V. All rights reserved.
引用
收藏
页码:99 / 117
页数:19
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