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摘要: 以处理模拟污染河水的垂直流人工湿地-滞留塘(VFW-DP)组合工艺为研究对象,通过试验考察了温度对组合工艺CODCr去除和脱氮除磷效果的影响,同时探讨了不同进水方式对组合工艺去除污染物效果的影响。结果表明:VFW-DP对CODCr、$NH_{4}^{+}$-N和TP具有较好的去除效果,CODCr、$NH_{4}^{+}$-N和TP的平均去除率分别大于47.9%、60.0%、27.5%。在运行初期(中温期),下行式垂直流人工湿地-滞留塘(DVFW-DP)对CODCr、$NH_{4}^{+}$-N和TP的去除率分别为61.7%、77.1%和19.9%;上行式垂直流人工湿地-滞留塘(UVFW-DP)的去除率分别为29.5%、53.5%和35.9%:下行式进水方式更利于污染物的去除。温度对污染物的去除效果影响明显,VFW-DP在高温期的去除效果明显优于中温期和低温期。Abstract: The combined process of vertical flow constructed wetland-detention pond (VFW-DP) was constructed to treat simulated contaminated river water. The effect of temperature on CODCr and nutrient removal and influent modes were investigated. The results indicated that the combined process of VFW-DP can effectively remove CODCr, $NH_{4}^{+}$-N and TP, and the average removal rate of CODCr, $NH_{4}^{+}$-N and TP are higher than 47.9%, 60.0% and 27.5%, respectively. At initial operating stage (medium temperature period), the removal rate of downward vertical flow constructed wetland-detention pond (DVFW-DP) for CODCr, $NH_{4}^{+}$-N and TP are 61.7%, 77.1% and 19.9%, respectively, and the removal rate of upward vertical flow constructed wetland-detention pond (UVFW-DP) are 29.5%, 53.5% and 35.9%, respectively, thus the down-flow influent mode is more beneficial to removal pollutants. Temperature can significantly affect the removal of pollutants; at high temperature period, the effect of pollutants removal is significantly better than that at medium temperature and low temperature period.
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[1] 武俊梅, 王荣, 徐栋 , 等. 垂直流人工湿地不同填料长期运行效果研究[J]. 中国环境科学, 2010,30(5):633-638.WU J M, WANG R, XU D , et al. Long term performance of pilot-scale vertical flow constructed wetland using different substrates[J]. China Environmental Science, 2010,30(5):633-638. [2] 郑骏宇, 楼倩, 郑离妮 , 等. 化学强化-复合人工湿地组合工艺对东莞运河污水的处理效果[J]. 环境工程学报, 2016,10(5):2344-2348.ZHENG J Y, LOU Q, ZHENG L N , et al. Treatment of Dongguan Canal sewage by a combined system of chemical enhanced primary treatment(CEPT)-hybrid constructed wetlands[J] Chinese Journal of Environmental Engineering, 2016,10(5):2344-2348. [3] CONLEY L M, DICK R I, LION L W . An assessment of the root zone method of wastewater treatment[J]. Research Journal of the Water Pollution Control Federation, 1991,63:239-274. [4] GREEN B M, UPTON J . Constructed reed beds:a cost-effective way to polish wastewater effluents for small communities[J]. Water Environment Research, 1994,66(3):188-192.
doi: 10.2175/WER.66.3.2[5] TEE H C, SENGC E, NOOR A M , et al. Performance comparison of constructed wetlands with gravel-and rice husk-based media for phenol and nitrogen removal[J]. Science of the Total Environment, 2009,407(11):3563-3571.
doi: 10.1016/j.scitotenv.2009.02.017 pmid: 19272632[6] GROSS A, SHMUELI O, RONEN Z , et al. Recycled vertical flow constructed wetland(RVFCW):a novel method of recycling greywater for irrigation in small communities and households[J]. Chemosphere, 2007,66(5):916-923.
doi: 10.1016/j.chemosphere.2006.06.006 pmid: 16844197[7] 王全金, 朱平, 宋嘉骏 . 不同水力负荷下人工湿地-稳定塘组合系统的净化效果[J]. 水污染防治, 2014(11):37-40.WANG Q J, ZHU P, SONG J J . Removal efficiency using wetland-constructed pond combined system underdifferent hydraulic loadings[J]. Water Pollution Control, 2014(11):37-40. [8] 谢海林 . 垂直潜流人工湿地脱氮机理及效果改善研究[D]. 上海:同济大学, 2007. [9] 王凤香 . 低温季节不同类型人工湿地净化高污染河水研究[D]. 西安:西安建筑科技大学, 2013. [10] 姜岷, 徐辉, 徐俊霞 . 河道式滞留塘在河道治理中的应用[J]. 工程建设与管理, 2012(20):54-55. [11] 夏品华, 林陶, 张邦喜 . 梯级滞留塘/人工湿地组合工艺处理山区污染河水[J]. 中国给水排水, 2012,28(17):88-95.XIA P H, LIN T, ZHANG B X . Step detention pond and constructed wetland for treatment of mountain polluted river water[J]. China Water & Wastewater, 2012,28(17):88-95. [12] VYMAZAL J . Long-term performance of constructed wetlands with horizontal sub-surface flow:ten case studies from the Czech Republic[J]. Ecological Engineering, 2011,37(1):54-63.
doi: 10.1016/j.ecoleng.2009.11.028[13] ALBUQUERQUE A, OLIVEIRAI J, SEMITELA S , et al. Influence of bed media characteristics on ammonia and nitrate removal in shallow horizontal subsurface flow constructed wetlands[J]. Bioresource Technology, 2009,100(24):6269-6277.
doi: 10.1016/j.biortech.2009.07.016 pmid: 19648003[14] 梁雪, 贺锋, 徐栋 , 等. 人工湿地植物的功能与选择[J]. 水生态学杂志, 2012,33(1):131-138.LIANG X, HE F, XU D , et al. Plant function and selection for constructed wetlands[J]. Journal of Hydroecology, 2012,33(1):131-138. [15] 吴振斌, 成水平 . 垂直流人工湿地的设计及净化功能初探[J]. 应用生态学报, 2002,13(6):715-718.
pmid: 12216400WU Z B, CHENG S P . Design and purification performance of vertical flow constructed wetland[J]. Chinese Journal of Applied Ecology, 2002,13(6):715-718. pmid: 12216400[16] 颜秉斐, 彭剑峰, 胡吉国 , 等. 河道滞留塘对城市河流净化效果的影响[J]. 环境工程技术学报, 2016,6(2):133-138.
doi: 10.3969/j.issn.1674-991X.2016.02.020YAN B F, PENG J F, HU J G , et al. Effects of on-stream detention pond on polluted urban river purification[J]. Journal of Environmental Engineering Technology, 2016,6(2):133-138. doi: 10.3969/j.issn.1674-991X.2016.02.020[17] 国家环境保护总局. 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: 81-190. [18] 龚琴红, 田光明, 吴坚阳 , 等. 垂直流湿地处理低浓度生活污水的水力负荷[J]. 中国环境科学, 2004,24(3):275-279.GONG Q H, TIAN G M, WU J Y , et al. Hydraulic loading of vertical-flow wetland applied in low concentration sewage treatment[J]. China Environmental Science, 2004,24(3):275-279. [19] KNIGHT R L, MCKIM T W, KOJL H R . Performance of a natural wetland treatment system for wastewater management[J]. Journal of Water Pollution Control Federation, 1987,59(8):746-754. [20] 谭月臣, 姜冰冰, 洪剑明 . 北方地区潜流人工湿地冬季保温措施的研究[J]. 环境科学学报, 2012,32(7):1653-1661.TAN Y C, JIANG B B, HONG J M . The study of wintertime heat preservation measures in subsurface flow constructed wetland in northern China[J]. Acta Scientiae Circumstantiae, 2012,32(7):1653-1661. [21] 黄光团, 杨艳琼, 张留瓅 , 等. 好氧完全混合式反应器中水力停留时间对溶解性微生物产物的影响[J]. 华东理工大学学报(自然科学版), 2009,35(1):66-70.HUANG G T, YANG Y Q, ZHANG L L , et al. Effect of hydraulic retention time on the formation of soluble microbial products in aerobic completely stirred tank reactor[J]. Journal of East China University of Science and Technology(Natural Science Edition), 2009,35(1):66-70. [22] WALLACE S D, KNGHT R L. Small scale constructed wetland treatment systems:feasibility,design criteria and O & M requirements[M]. London: IWA Publishing, 2006. [23] 黄娟, 王世和, 鄢璐 , 等. 潜流型人工湿地硝化和反硝化作用强度研究[J]. 环境科学, 2007,28(9):1965-1969.HUANG J, WANG S H, YAN L , et al. Intensity of nitrification and denitrification in subsurface-flow constructed wetlands[J]. Environmental Science, 2007,28(9):1965-1969. [24] 张军, 周琪, 何蓉 . 表面流人工湿地中氮磷的净化机理[J]. 生态环境, 2004,13(1):98-101.ZHANG J, ZHOU Q, HE R . Mechanism of nitrogen and phosphorus removal in free-water surface constructed wetland[J]. Ecology and Environment, 2004,13(1):98-101. [25] DIERBERG F E, DEBUSK T A, JACKSON S D , et al. Submerged aquatic vegetation-based treatment wetlands for removing phosphorus from agricultural run off:response to hydraulic and nutrient loading[J]. Water Research, 2002,36(6):1409-1422.
doi: 10.1016/s0043-1354(01)00354-2 pmid: 11996331[26] 白晓慧, 王宝贞, 余敏 , 等. 人工湿地污水净化技术及其发展应用[J]. 哈尔滨建筑大学学报, 1999,32(6):88-92.BAI X H, WANG B Z, YU M , et al. Development of constructed wetland and wastewater treatment technology and it’s application in China[J]. Journal of Harbin University of Civil Engineering and Architecture, 1999,32(6):88-92.
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