Ethanol addition as a strategy for start-up and acclimation of an AnSBBR for the treatment of landfill leachate

被引:8
作者
Contrera, Ronan Cleber [1 ]
Sarti, Arnaldo [2 ]
Avezum Alves de Castro, Marcus Cesar [3 ]
Foresti, Eugenio [4 ]
Zaiat, Marcelo [4 ]
Schalch, Valdir [5 ]
机构
[1] Univ Sao Paulo, Escola Politecn, Dept Engn Hidraul & Ambiental PHD, BR-05508900 Sao Paulo, Brazil
[2] HagaPlan Engn & Serv, BR-01037010 Sao Paulo, Brazil
[3] Univ Estadual Paulista Julio de Mesquita Filho UN, BR-13506900 Rio Claro, SP, Brazil
[4] Univ Sao Paulo, Ctr Pesquisa Desenvolvimento & Inovacao Engn Ambi, Dept Hidraul & Saneamento SHS, Lab Proc Biol,Escola Engn Sao Carlos, BR-13563120 Sao Carlos, SP, Brazil
[5] Univ Sao Paulo, Escola Engn Sao Carlos, Dept Hidraul & Saneamento SHS, BR-13566590 Sao Carlos, SP, Brazil
基金
巴西圣保罗研究基金会;
关键词
Landfill leachate; Anaerobic sequencing batch biofilm reactors; Ethanol addition; Start-up strategy; Acclimation; SEQUENCING BATCH REACTOR; WASTE-WATER; AGITATION RATE; PERFORMANCE; SCALE; REMOVAL; BIOMASS; FENTON; ASBBR; TIME;
D O I
10.1016/j.procbio.2013.08.004
中图分类号
Q5 [生物化学]; Q7 [分子生物学];
学科分类号
071010 ; 081704 ;
摘要
This study evaluated the ethanol addition as a strategy for start-up and acclimation of a pilot scale (1300L) anaerobic sequencing batch biofilm reactor (AnSBBR) for the treatment of municipal landfill leachate with seasonal biodegradability variations. The treatment was carried out at ambient temperature (23.8 +/- 2.1 C) in the landfill area. In a first attempt, the leachate collected directly from landfill showed to be predominantly recalcitrant to anaerobic treatment and the acclimation was not possible. In a second attempt, adding ethanol to leachate, the reactor was successfully acclimated. After acclimation, without ethanol addition, the CODTotal influent ranged from 4970 to 13040 mg L-1 and the removal efficiencies ranged from 12.1% to 70.7%. A final test was carried out increasing the ammonia and free-ammonia concentration from 2486 mgN L-1 and 184 mgN L-1 to 4519 mgN L-1 and 634 mgN L-1, respectively, with no expressive inhibition verified. The start-up strategy was found to be feasible, providing the acclimation of the biomass in the AnSBBR, and maintaining the biomass active even when the leachate was recalcitrant. (C) 2013 Elsevier Ltd. All rights reserved.
引用
收藏
页码:1767 / 1777
页数:11
相关论文
共 39 条
[1]   Treatment of landfill leachate using membrane bioreactors: A review [J].
Ahmed, Farah Naz ;
Lan, Christopher Q. .
DESALINATION, 2012, 287 :41-54
[2]   Advanced landfill leachate treatment using an integrated membrane process [J].
Ahn, WY ;
Kang, MS ;
Yim, SK ;
Choi, KH .
DESALINATION, 2002, 149 (1-3) :109-114
[3]  
American Public Health Association, 2005, STANDARD METHODS EXA
[4]   Methanogenic population dynamics during startup of a full-scale anaerobic sequencing batch reactor treating swine waste [J].
Angenent, LT ;
Sung, SW ;
Raskin, L .
WATER RESEARCH, 2002, 36 (18) :4648-4654
[5]   Comparison of long-term performances and final microbial compositions of anaerobic reactors treating landfill leachate [J].
Calli, B ;
Mertoglu, B ;
Roest, K ;
Inanc, B .
BIORESOURCE TECHNOLOGY, 2006, 97 (04) :641-647
[6]   Landfill leachate treatment using a rotating biological contactor and an upward-flow anaerobic sludge bed reactor [J].
Castillo, E. ;
Vergara, M. ;
Moreno, Y. .
WASTE MANAGEMENT, 2007, 27 (05) :720-726
[7]  
Contrera R. C., 2008, THESIS U SAO PAULO S, P731
[8]   Evaluation of Fenton and ozone-based advanced oxidation processes as mature landfill leachate pre-treatments [J].
Cortez, Susana ;
Teixeira, Pilar ;
Oliveira, Rosario ;
Mota, Manuel .
JOURNAL OF ENVIRONMENTAL MANAGEMENT, 2011, 92 (03) :749-755
[9]   Influence of liquid-phase mass transfer on the performance of a stirred anaerobic sequencing batch reactor containing immobilized biomass [J].
Cubas, SA ;
Foresti, E ;
Rodrigues, JAD ;
Ratusznei, SM ;
Zaiat, M .
BIOCHEMICAL ENGINEERING JOURNAL, 2004, 17 (02) :99-105
[10]   INITIAL STUDIES ON THE ANAEROBIC SEQUENCING BATCH REACTOR [J].
DAGUE, RR ;
HABBEN, CE ;
PIDAPARTI, SR .
WATER SCIENCE AND TECHNOLOGY, 1992, 26 (9-11) :2429-2432