| [1] |
SUN P Z,WU J Q,KANG L M. Effect of influent mode and return-point location on nitrogen and phosphorus removal by multistage biological contact oxidation method[J]. Environmental Engineering,2020,38(5):54-59. 孙鹏展,吴俊奇,康利民. 进水方式及回流点位置对多段式生物接触氧化法脱氮除磷的影响[J]. 环境工程,2020,38(5):54-59.
|
| [2] |
HAO X D,YAN Y Y,WU D Q,et al. History,current situation and future of media bio-film technology[J]. China Water& Wastewater,2024,40(10):9-14. 郝晓地,闫颖颖,吴道琦,等. 介质生物膜技术的历史、现状与未来[J]. 中国给水排水. 2024,40(10):9-14
|
| [3] |
YUAN C L. Treatment of landfill leachate by multistage contact oxidation + SNAP method and microbial characteristics[D]. Shenyang:Northeastern University,2018. 苑春莉. 多段接触氧化+SNAP方法处理垃圾渗滤液及微生物特性[D]. 沈阳:东北大学. 2018.
|
| [4] |
YU Z B,ZHANG K J,JIANG H. Research progress on treatment technology of domestic waste landfill leachate[J]. Guangdong Chemical Industry,2021,48(1):91-92. 余志波,张凯钧,蒋浩. 生活垃圾渗滤液处理技术研究进展[J]. 广东化工,2021,48(1):91-92.
|
| [5] |
ZHAO X,YAO J G,YONG Y. Exploration on the full-volume treatment mode of domestic waste landfill leachate[J]. Sichuan Environment,2023,42(3):182-188. 赵学,姚建刚,雍毅. 生活垃圾填埋场渗滤液全量处理模式探索[J]. 四川环境,2023,42(3):182-188.
|
| [6] |
ZHANG Q. Review and Reflection on the treatment process cases of domestic waste landfill leachate[J]. Environmental Protection and Circular Economy,2023,43(4):29-32. 张琪. 生活垃圾填埋场渗滤液处理工艺案例回顾与思考[J]. 环境保护与循环经济,2023,43,(4):29-32.
|
| [7] |
国家环境保护总局. 地表水环境质量标准:GB 3838—2002[S]. 北京:中国环境科学出版社,2002.State Environmental Protection Administration. Environmental quality standards for surface water:GB 3838—2002[S]. Beijing:China Environmental Science Press,2002.
|
| [8] |
China National Environmental Monitoring Centre. Methods for monitoring and analysis of water and wastewater[M]. 4th Ed. Beijing:China Environmental Science Press,2002. 中国环境监测总站. 水和废水监测分析方法[M]. 4 版. 北京:中国环境科学出版社,2002.
|
| [9] |
ZHAO Q,ZHOU H,LÜ H,et al. Pilot application short-cut nitrification and denitrification in garbage leachate pre-treatment using AO-SBR process[J]. Chinese Journal of Environmental Engineering,2021,15(2):545-552. 赵晴,周浩,吕慧 等. AO-SBR短程硝化反硝化垃圾渗滤液预处理中试应用[J]. 环境工程学报,2021,15(2):545-552.
|
| [10] |
JIANG Y,GUO M L,XIE J X,et al. Properties of anammox granular sludge and differences in microbial community structure under different culture conditions[J]. Environmental Science,2020,41(5):2358-2366. 姜滢,郭萌蕾,谢军祥,等. 不同培养条件厌氧氨氧化颗粒污泥性质及微生物群落结构差异[J]. 环境科学,2020,41(5):2358-2366.
|
| [11] |
LI Y G,CHEN Z G,FAN J H,et al. Effect of low-load operation on the maintenance of anammox activity in pilot-scale and the characteristics of process performance recovery[J]. Chinese Journal of Environmental Engineering,2023,17(3):1033-1042. 黎勇敢,陈振国,范俊豪,等. 低负荷运行对中试ANAMMOX活性维持的影响和工艺性能恢复特征[J]. 环境工程学报,2023,17(3):1033-1042.
|
| [12] |
XUE Y,CHEN R,XING B S,et al. Overview of anammox:theory and process development[J]. Chinese Journal of Environmental Engineering,2022,16(2):375-380. 薛意,陈荣,邢保山,等. 厌氧氨氧化:理论和工艺发展概述[J]. 环境工程学报,2022,16(2):375-380.
|
| [13] |
MA X Z,JIANG Y Z,JIAN L,et al. Application of anammox process in landfill leachate treatment[J]. Shandong Chemical Industry,2021(9):265-266. 马峡珍,姜元臻,简磊,等. 厌氧氨氧化工艺于垃圾渗滤液处理上的应用[J]. 山东化工,2021(9):265-266.
|
| [14] |
CHEN X Z,WANG X J,KARASUTA C,et al. Denitrification-high-efficiency partial nitritation-anammox process for treating aged landfill leachate[J]. Environmental Science,2020,41(1):345-352. 陈小珍,汪晓军,KARASUTA C,等. 反硝化-高效部分亚硝化-厌氧氨氧化工艺处理老龄垃圾渗滤液[J]. 环境科学,2020,41(1):345-352.
|
| [15] |
WANG Z. Process technology and mechanism of anammox for treating late-stage landfill leachate[D]. Harbin:Harbin Institute of Technology,2021. 王众. 厌氧氨氧化处理晚期垃圾渗滤液的工艺技术与机理[D]. 哈尔滨:哈尔滨工业大学,2021.
|
| [16] |
WANG Y,LI J,ZHI Y. Enhanced nitrogen removal effect of new biomass carbon source and analysis of microbial flora[J]. Environmental Engineering,2022,40(9):63-68. 王燕,李激,支尧. 新型生物质碳源强化脱氮效果及微生物菌群分析[J]. 环境工程,2022,40(9):63-68.
|
| [17] |
SONG X K,YIN F F,DING M,et al. Challenges and countermeasures of anammox denitrification in urban sewage[J]. Environmental Engineering,2022,40(4):235-243. 宋小康,阴方芳,丁敏,等. 城市污水厌氧氨氧化脱氮面临的挑战与应对策略[J]. 环境工程,2022,40(4):235-243.
|