Scaling-Up and Long-Term Operation of a Full-Scale Two-Stage Partial Nitritation-Anammox System Treating Landfill Leachate

被引:22
|
作者
Magri, Albert [1 ]
Ruscalleda, Mael [1 ,2 ]
Vila, Albert [1 ]
Akaboci, Tiago R. V. [1 ,3 ]
Balaguer, M. Dolors [1 ]
Llenas, Josep M. [4 ,5 ]
Colprim, Jesus [1 ]
机构
[1] Univ Girona, Lab Chem & Environm Engn LEQUIA, Inst Environm, Campus Montilivi,Carrer Maria Aurelia Capmany 69, E-17003 Girona, Catalonia, Spain
[2] Createch360, Costa En Paratge 22, E-08500 Vic, Catalonia, Spain
[3] Santa Catarina State Univ, Dept Civil Engn, Rua Getulio Vargas 2822, BR-89140000 Ibirama, SC, Brazil
[4] Ferrovial Serv, CORSA Landfill Site, Cami Vell Riudoms Vilaseca 65, E-43205 Reus, Catalonia, Spain
[5] Ferrovial Serv, Dept Innovat, Area Engn & Strateg Projects, Paseo Zona Franca 111,Planta 19-20, E-08038 Barcelona, Catalonia, Spain
关键词
anammox; nitrogen removal; landfill leachate; industrial wastewater treatment; sequencing batch reactor; pilot-scale; full-scale; cost analysis; SEQUENCING BATCH REACTOR; PARTIAL NITRIFICATION; WASTE-WATER; AMMONIUM OXIDATION; MICROBIAL ECOLOGY; START-UP; NITROGEN; SBR; REMOVAL; DEAMMONIFICATION;
D O I
10.3390/pr9050800
中图分类号
TQ [化学工业];
学科分类号
0817 ;
摘要
(1) Background: Biological treatment of leachate in landfill sites using anaerobic ammonium oxidation (anammox) is challenging because of the intrinsic characteristics of this complex wastewater. In this work, the scale-up and subsequent full-scale implementation of the PANAMMOX(R) technology (LEQUIA Research Group, Girona, Catalonia, Spain) are presented as a case study to achieve long-term nitrogen (N) removal from mature leachate mostly through a completely autotrophic pathway. (2) Methods: The treatment system consists of two sequencing batch reactors (SBRs) running in series to individually operate partial nitritation (PN) and anammox (A). Following biological treatment, physicochemical oxidation (i.e., Fenton-based process) was used to remove the remaining non-biodegradable organic matter. A cost analysis comparative was conducted in relation to the former technology used on-site for treating the leachate. (3) Results: The scale-up of the process from pilot- to full-scale was successfully achieved, finally reaching an average removal of 7.4 kg N/d. The composition of the leachate changed over time, but especially once the landfill site stopped receiving solid waste (this fact involved a marked increase in the strength of the leachate). The adjustment of the alkalinity-to-ammonium ratio before feeding PN-SBR helped to improve the N-removal efficiency. Values of conductivity above 25 mS/cm in A-SBR could negatively affect the performance of the anammox process, making it necessary to consider a dilution strategy according to the on-line monitoring of this parameter. The analysis of the operational costs showed that by implementing the PANAMMOX(R) technology (LEQUIA Research Group, Girona, Catalonia, Spain) in the landfill site, savings up to 32% were achievable. (4) Conclusions: Treatment of mature landfill leachate in such a two-stage PN-A system was demonstrated as feasible and economically appealing despite the complexity of this industrial wastewater. Accurate expert supervision of the process was a key factor to reaching good performances.
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页数:17
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