TECHNO-ECONOMIC EVALUATION OF LANDFILL LEACHATE TREATMENT BY HYBRID LIME APPLICATION AND NANOFILTRATION PROCESS

被引:10
作者
De Almeida, Ronei [1 ]
Oroski, Fabio de Almeida [1 ]
Campos, Juacyara Carbonelli [1 ]
机构
[1] Univ Fed Rio de Janeiro, Sch Chem, 149 Athos Silveira Ramos Ave,Room E206, BR-21941909 Rio De Janeiro, Brazil
来源
DETRITUS | 2020年 / 10卷
关键词
Leachate; Lime; Air stripping; Nanofiltration; Hybrid process; Cost estimation; MEMBRANE; REMOVAL; COAGULATION; PRETREATMENT; FENTON;
D O I
10.31025/2611-4135/2020.13897
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
Leachate treatment is a major issue in the context of landfill management since solutions have not been yet developed, resulting in more satisfactory technical and economic results concerning leachate treatment. In this paper, the technical and economic factors concerning lime application and nanofiltration for the treatment of leachate from the Seropedica landfill (Rio de Janeiro State, Brazil) were evaluated. The results indicate that the application of 30 g lime L-1, under optimum conditions, followed by air stripping, was able to place the effluent within the ammonia nitrogen discharge standard imposed by local legislation. The use of nanofiltration produced a clear and colorless permeate and has proved to be very effective at removing all pollutants. Regarding cost estimates, considering a means leachate generation flow of 1000 m(3), recovery of 60% and average permeate flux of 12 L m(-2) h(-1). The total cost per m(3) of treated effluent was estimated in two scenarios, using different types of membrane and therefore different membrane costs per m(2). Considering that the landfill would operate for 25 years and after closing, the leachate treatment station would maintain its activities for another 15 years, totaling 40 years, the cost to treat leachate would be of US$ 10.54 and US$ 11.33 m(-3). In both evaluated scenarios, with regard to process operation costs, the percentage value relative to membrane exchange was emphasized. It is noteworthy that, a treated effluent at a lower cost to that currently presented by the landfill was obtained through the applied hybrid process.
引用
收藏
页码:170 / 181
页数:12
相关论文
共 44 条
[11]   Treatment of landfill leachates by nanofiltration [J].
Chaudhari, Latesh B. ;
Murthy, Z. V. P. .
JOURNAL OF ENVIRONMENTAL MANAGEMENT, 2010, 91 (05) :1209-1217
[12]  
Chen Gang Chen Gang, 2017, Journal of Urban and Environmental Engineering (JUEE), V11, P3
[13]   Pilot-scale multi-stage reverse osmosis (DT-RO) for water recovery from landfill leachate [J].
Cingolani, D. ;
Fatone, F. ;
Frison, N. ;
Spinelli, M. ;
Eusebi, A. L. .
WASTE MANAGEMENT, 2018, 76 :566-574
[14]   Landfill leachate treatment in Brazil - An overview [J].
Costa, Alyne Moraes ;
de Souza Marotta Alfaia, Raquel Greice ;
Campos, Juacyara Carbonelli .
JOURNAL OF ENVIRONMENTAL MANAGEMENT, 2019, 232 :110-116
[15]   Evaluation of coagulation-flocculation and nanofiltration processes in landfill leachate treatment [J].
de Almeida, Ronei ;
Costa, Alyne Moraes ;
Oroski, Fabio de Almeida ;
Campos, Juacyara Carbonelli .
JOURNAL OF ENVIRONMENTAL SCIENCE AND HEALTH PART A-TOXIC/HAZARDOUS SUBSTANCES & ENVIRONMENTAL ENGINEERING, 2019, 54 (11) :1091-1098
[16]  
Ehrig H.J., 2010, SOLID WASTE TECHNOLO, VVolume 2, P858, DOI DOI 10.1002/9780470666883.CH54
[17]  
El-Gohary F. A., 2013, Journal of Applied Sciences Research, V9, P3905
[18]   Efficiency of the coagulation/flocculation method for the treatment of dyebath effluents [J].
Golob, V ;
Vinder, A ;
Simonic, M .
DYES AND PIGMENTS, 2005, 67 (02) :93-97
[19]  
Guerra K., 2012, INVESTIGATION PRESSU, V127
[20]   Combined coagulation flocculation pre treatment unit for municipal wastewater [J].
Ismail, Ibrahim M. ;
Fawzy, Ahmed S. ;
Abdel-Monem, Nabil M. ;
Mahmoud, H. Mahmoud ;
El-Halwany, Mohamed A. .
JOURNAL OF ADVANCED RESEARCH, 2012, 3 (04) :331-336