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Sustainable leachate pre-treatment using microbial desalination cell for simultaneous desalination and energy recovery
被引:14
|作者:
Rahman, Sadik
[1
]
Siddiqi, Sajjad Ahmad
[1
]
Al-Mamun, Abdullah
[1
]
Jafary, Tahereh
[1
,2
]
机构:
[1] Sultan Qaboos Univ, Dept Civil & Architectural Engn, POB 33, Muscat 123, Oman
[2] Int Maritime Coll Oman, Engn Dept, Proc Engn Program, Sohar, Oman
来源:
关键词:
Leachate pretreatment;
Microbial desalination cell;
Desalination;
External resistance;
Energy production;
MUNICIPAL WASTE-WATER;
LANDFILL LEACHATE;
FUEL-CELL;
CO-TREATMENT;
ELECTRICITY-GENERATION;
PERFORMANCE;
OPTIMIZATION;
CATHODE;
PH;
COAGULANT;
D O I:
10.1016/j.desal.2022.115708
中图分类号:
TQ [化学工业];
学科分类号:
0817 ;
摘要:
Leachate treatment technologies struggle with low treatment efficiencies due to complex and toxic chemicals in leachate. Therefore, mixing leachate with low-density wastewater could be beneficial. This research studied the feasibility of pretreating a mixture of leachate and municipal wastewater (1:4) in a microbial desalination cell (MDC) for the first time. The study examined the MDC potential in removing organics and NH3-N from leachate-wastewater mixture along with measuring the desalination efficiency and energy recovery at different applied external resistance (R-ext). The results showed that MDC-1 (at R-ext = 1 Omega) showed a higher desalination rate (DR) (35.71 mg/h) and higher NH3-N removal (36%) with lower COD removal (28%) compared to MDC-100 (at R-ext = 100 L2) with DR = 17.98 mg/h, NH3-N removal of 10% and COD removal of 78.26%. The results revealed that R-ext could regulate the pollutants (organics, NH3-N) removal and desalination efficiency. The lack of soluble organics could also result in significant discrepancies in bioelectrochemical performance. MDC-100 showed four times higher energy output (5.63 W.m(-3)) compared to MDC-1 (1.39 W.m(-3)), while MDC-1 showed five times higher columbic efficiency (29.3%) compared to MDC-100 (5.52%). Future studies should investigate the best MDC configurations for the optimum leachate-wastewater ratio for sustainable leachate treatment.
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页数:11
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