Advanced treatment of landfill leachate by a new combination process in a full-scale plant

被引:132
|
作者
Li, Huo-sheng [1 ]
Zhou, Shao-qi [1 ,2 ]
Sun, Yan-bo [1 ]
Feng, Ping [1 ]
Li, Jing-da [3 ]
机构
[1] S China Univ Technol, Coll Environm Sci & Engn, Guangzhou Higher Educ Mega Ctr, Guangzhou 510006, Guangdong, Peoples R China
[2] S China Univ Technol, State Key Lab Subtrop Bldg Sci, Guangzhou 510641, Peoples R China
[3] Jiangmen City Solid Waste Disposal Co Ltd, Jiangmen 529000, Peoples R China
关键词
Landfill leachate; Advanced treatment; Sequencing batch reactor; Coagulation; Fenton's reagent; Upflow biological aerated filter; FENTON PROCESS; WASTE-WATER; RECALCITRANT COMPOUNDS; BIOLOGICAL TREATMENT; ORGANIC-MATTER; DEGRADATION; PRETREATMENT; REMOVAL; ADSORPTION; OZONATION;
D O I
10.1016/j.jhazmat.2009.07.034
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
Advanced treatment of mature landfill leachate from a municipal landfill located in southern China (Jiangmen) was carried out in a full-scale plant using a new process. The combined process has a sequencing batch reactor (SBR) serving as the primary treatment. with polyferric sulfate (PFS) coagulation coupled with a Fenton system as secondary treatment, and a pair of upflow biological aerated filters (UBAFs) in parallel as tertiary treatment. The overall removal efficiency of chemical oxygen demand (COD) in this process was 97.3%, with an effluent COD less than 100 mg/L Up to 99% ammonia (N-NH3) removal efficiency was achieved in the SBR, with an effluent of less than 3 mg/L, which meets the discharge standard (<= 25 mg/L) with only primary treatment. The total phosphorus (TP) and suspended solids (SS) in the final effluent were reduced to less than 1 mg/L and 10 mg/L, respectively. The experience gained in the operation and maintenance will lead to a more stable performance of this combined process. An economic analysis shows that the overall operating cost of the advanced treatment was $2.70/m(3). This new combination process was proved to be highly compatible and efficient in a small-scale landfill leachate treatment plant and is recommended for small-scale landfill leachate treatment plants. (C) 2009 Elsevier B.V. All rights reserved.
引用
收藏
页码:408 / 415
页数:8
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