[1] Borzacconi L,Ottonello G,Casteuó E,et al.Denitrification in a carbon and nitrogen removal system for leachate treatment:Performance of aupflow sludge blanket(USB) reactor[J]. Water Science and Technology,1999,40(8):145- 151.
[2] Chang J. Treatment of landfill leachate with an upflow anaerobic reactor combining a sludge bed and a filter [J]. Water Scienceand Technology,1989,21(4/5):133- 143.
[3] Timur H, Ozturk L.Anaerobic sequencing batch reactor treatment of landfill leachate[J]. Water Research,1999,33(15):3225- 3230.
[4] 许玖英. 生物脱氮新技术在垃圾渗滤液工程化处理中的应用[A]. 城市垃圾填埋场渗滤液问题对策研讨会[C]. 北京: 中国环境科 学学会,2006:42- 48.
[5] 王坚. UASB+MBR工艺处理城市垃圾填埋场渗滤液试验研究与 问题讨论[J]. 城市环境与城市生态,2003,16(6):215- 217.
[6] 程洁红, 李尔炀, 李定龙. Fenton—混凝法在垃圾渗滤液预处理 中的试验研究[J].江苏石油化工学院学报, 2002,14(2):27- 29.
[7] Wiszniowski J, Robert D, Surmacz-GorskaJ, et al. Solar photocatalytic degradationof humic acids as a model of organic com-pounds of landfill leachate inpilot-plant experiments:influence of inorganic salts[J]. Applied Catalysis B: Environmental,2004,53 (2):127- 137.
[8] Huang S, Diyamandoglu V, Fillos J. Ozonation of leachates from ageddomestic landfills[J]. Ozone:Science and Engineering,1993, 15(5):433- 444.
[9] SteensenM.Chemical oxidation for the treatment of leachate-Process comparison and results from full-scale plants[J]. Water Science and Technology, 1997, 35(4):249- 256.
[10] 王峰. 铁- 碳微电解法预处理老龄垃圾填埋场渗滤液的研究[J]. 环境污染治理技术与设备,2004,5(3):63- 65.
[11] Bulc T, Vrhovsek D, Kukanja V. The use of constructed wetland for landfill leachate treatment[J]. Water ScienceandTechnology, 1997, 35(5):301- 306.
[12] Diamadopoulos E. Characterization and treatment of recirculation stabilized leachate[J]. Water Research, 1994, 28(12): 2 439-2445. |