[1] 陈涛,王翔,朱召军,等.垂直流湿地用于产业集聚区污水厂尾水脱氮处理[J].工业水处理, 2019, 39(11):101-103. DOI: 10.11894/iwt.2018-0888. [2] 白雪原.水平潜流人工湿地用于城镇污水厂尾水深度脱氮的研究与实践[D].长春: 东北师范大学, 2020. [3] 周翔,郑晓英,周橄,等.内电解耦合人工湿地对某工业园区污水厂尾水的脱氮除磷效果[J].净水技术, 2018, 37(9):106-112. DOI: 10.15890/j.cnki.jsjs.2018.09.019. [4] CHANG J J,WU S Q,DAI Y R, et al. Nitrate removal from tail water by integrated vertical-flow constructed wetlands at a high hydraulic loading rate[J]. Desalin Water Treat, 2013, 51(31/32/33):6031-6037.DOI:10.1080/19443994.2012.763049. [5] WANG Y M, LIN Z Y, WANG Y, et al. Sulfur and iron cycles promoted nitrogen and phosphorus removal in electrochemically assisted vertical flow constructed wetland treating wastewater treatment plant effluent with high S/N ratio[J]. Water Res, 2019, 151:20-30. DOI:10.1016/j.watres.2018.12.005. [6] WANG Y M, ZHOU J, SHI S H, et al. Hydraulic flow direction alters nutrients removal performance and microbial mechanisms in electrolysis-assisted constructed wetlands[J]. Bioresour Technol, 2021, 325:124692. DOI:10.1016/j.biortech.2021.124692. [7] SUN G, ZHAO Y, ALLEN S, et al. Generating “tide” in pilot-scale constructed wetlands to enhance agricultural wastewater treatment[J]. Eng Life Sci, 2006, 6(6):560-565.DOI:10.1002/elsc.200620156. [8] AUSTIN D. Influence of cation exchange capacity(CEC)in a tidal flow, flood and drain wastewater treatment wetland[J].Ecol Eng, 2006, 28(1):35-43. DOI:10.1016/j.ecoleng.2006.03.010. [9] 胡沅胜,赵亚乾, AKINTUNDE BABATUNDE,等.铝污泥基质潮汐流人工湿地强化除污中试[J].中国给水排水, 2015,31(13): 116-122. DOI:10.19853/j.zgjsps.1000-4602.2015.13.028. [10] LYU C J, LIU R X, LI X J, et al. Degradation of dissolved organic matter in effluent of municipal wastewater plant by a combined tidal and subsurface flow constructed wetland[J]. J Environ Sci, 2021, 106:171-181. DOI:10.1016/j.jes.2020.12.018. [11] 乔尚校.模块化人工湿地的研发和污水处理中试初步实验[D].西安: 西安理工大学, 2020. [12] XU D, XIAO E R, XU P, et al. Bacterial community and nitrate removal by simultaneous heterotrophic and autotrophic denitrification in a bioelectrochemically-assisted constructed wetland[J]. Bioresour Technol, 2017, 245:993-999. DOI:10.1016/j.biortech.2017.09.045. [13] LLORENS E, MATAMOROS V, DOMINGO V, et al. Water quality improvement in a full-scale tertiary constructed wetland: effects on conventional and specific organic contaminants[J]. Sci Total Environ, 2009, 407(8):2517-2524. DOI:10.1016/j.scitotenv.2008.12.042. [14] WANG Q T, HERNÁNDEZ-CRESPO C, SANTONI M, et al. Horizontal subsurface flow constructed wetlands as tertiary treatment: can they be an efficient barrier for microplastics pollution?[J]. Sci Total Environ, 2020, 721:137785. DOI:10.1016/j.scitotenv.2020.137785. [15] SHAN A Q, WANG W J, KANG K J, et al. The removal of antibiotics in relation to a microbial community in an integrated constructed wetland for tail water decontamination[J].Wetlands, 2020, 40(5):993-1004. DOI:10.1007/s13157-019-01262-8. [16] 楠迪,柳丽芬,张亚雷,等.人工湿地耦合微生物燃料电池净化水质研究[J].环境污染与防治, 2020,42(9):1137-1141. DOI:10.15985/j.cnki.1001-3865.2020.09.014. [17] GUPTA S, SRIVASTAVA P, PATIL S A, et al. A comprehensive review on emerging constructed wetland coupled microbial fuel cell technology: potential applications and challenges[J]. Bioresour Technol, 2021, 320:124376. DOI:10.1016/j.biortech.2020.124376. [18] 常邦,胡伟武,李文奇,等.新型铁碳微电解填料去除农村生活污水中的磷[J].水处理技术, 2017, 43(5):48-51. DOI:10.16796/j.cnki.1000-3770.2017.05.011. [19] 黄杉,怀静,吴娟,等.碳源补充促进人工湿地脱氮研究进展[J].水处理技术, 2018, 44(1):13-16. DOI:10.16796/j.cnki.1000-3770.2018.01.003. [20] 杨立君.垂直流人工湿地用于城市污水处理厂尾水深度处理[J].中国给水排水, 2009, 25(18):41-43. [21] 严倩倩,张智谋.人工湿地在污水厂尾水深度净化的应用研究[J].能源与环境, 2020(6):90-91. [22] 许明,谢忱,刘伟京,等.组合湿地处理化工园区污水处理厂尾水工程示范[J].给水排水, 2019, 55(2):75-81.DOI:10.13789/j.cnki.wwe1964.2019.02.014. [23] 许坤,吴义锋,肖宁,等.高适应性复合人工湿地处理某污水处理厂尾水[J].中国给水排水, 2019, 35(22):58-61. DOI:10.19853/j.zgjsps.1000-4602.2019.22.012. [24] 段田莉,成功,郑媛媛,等.高效垂直流人工湿地+多级生态塘深度处理污水厂尾水[J].环境工程学报, 2017, 11(11):5828-5835. [25] 胡洁,许光远,胡香,等.组合式人工湿地深度处理小城镇污水处理厂尾水[J].水处理技术, 2018, 44(11):120-122,132. DOI:10.16796/j.cnki.1000-3770.2018.11.026. [26] BOOG J, NIVALA J, AUBRON T, et al. Hydraulic characterization and optimization of total nitrogen removal in an aerated vertical subsurface flow treatment wetland[J]. Bioresour Technol, 2014, 162:166-174. DOI:10.1016/j.biortech.2014.03.100. [27] KHAN H I U H, GROOT C K, SCHEPERS O, et al. Effect of controlled aeration on COD and nitrogen removal in aerated constructed wetlands used for effluent polishing[J]. J Environ Chem Eng, 2022, 10(3):108043. DOI:10.1016/j.jece.2022. 108043. [28] LIU J, DONG B, QIAN Z, et al. Optimizing aeration pattern to improve nitrogen treatment performance of ditch wetlands in polder areas around Chaohu Lake, China[J]. Ecol Eng, 2022, 183: 106737. DOI:10.1016/j.ecoleng.2022.106737. [29] STEFANAKIS A I, BARDIAU M, TRAJANO D, et al. Presence of bacteria and bacteriophages in full-scale trickling filters and an aerated constructed wetland[J].Sci Total Environ, 2019, 659:1135-1145. DOI:10.1016/j.scitotenv.2018.12.415. [30] OUELLET-PLAMONDON C, CHAZARENC F, COMEAU Y, et al. Artificial aeration to increase pollutant removal efficiency of constructed wetlands in cold climate[J].Ecol Eng, 2006, 27(3):258-264. DOI:10.1016/j.ecoleng.2006.03.006. [31] BUTTERWORTH E, DOTRO G, JONES M, et al. Effect of artificial aeration on tertiary nitrification in a full-scale subsurface horizontal flow constructed wetland[J]. Ecol Eng, 2013, 54:236-244. DOI:10.1016/j.ecoleng.2013.01.034. [32] ZHANG G, MA K, ZHANG Z, et al. Waste brick as constructed wetland fillers to treat the tail water of sewage treatment plant[J]. Bull Environ Contam Toxicol, 2020, 104(2):273-281. DOI:10.1007/s00128-020-02782-4. [33] ODEDISHEMI AJIBADE F, WANG H C, GUADIE A, et al. Total nitrogen removal in biochar amended non-aerated vertical flow constructed wetlands for secondary wastewater effluent with low C/N ratio: Microbial community structure and dissolved organic carbon release conditions[J]. Bioresour Technol, 2021, 322:124430. DOI:10.1016/j.biortech.2020.124430. [34] 万学康.模块化人工湿地在农村庭院景观中的应用研究[J].山西建筑, 2021, 47(2):162-163,178. DOI:10.13719/j.cnki. cn14-1279/tu.2021.02.062. [35] 吴振斌,任明迅,付贵萍,等.垂直流人工湿地水力学特点对污水净化效果的影响[J].环境科学, 2001, 22(5):45-49. DOI:10.13227/j.hjkx.2001.05.011. ( |