适合北方地区生物滞留设施填料筛选与组合试验研究
Selection and Combination Experiments of Fillers for Biological Retention Facilities in North Areas
DOI: 10.12677/AEP.2018.84034, PDF,   
作者: 蒋安娜, 刘 军, 董万里:沈阳建筑大学,辽宁 沈阳;黄 爽:中国建筑东北设计研究院,辽宁 沈阳
关键词: 渗透系数污染物去除效果生物滞留设施Permeability Coefficient Pollutants Removal Efficiency Biological Retention Facility
摘要: 本研究为确定适合北方地区的气候条件、土壤特性和降雨特征等条件的生物滞留设施填料,通过测定珍珠岩、沸石、陶粒、火山岩、活性炭和蛭石六种填料的渗透系数及对污染物的去除效果,筛选出适宜填料。并搭配沈阳本地土壤进行组合填料试验,选出最优组合为开展生物滞留设施试验提供技术参考。结果显示,单种填料试验中,珍珠岩、沸石和火山岩综合效果突出,可作为组合填料成分。组合填料试验中发现,当土壤、火山岩、沸石、珍珠岩四种填料的比例为4:1:2:3时,其组合填料的渗透系数和各组合填料对污染物的去除效果较好。选其做生物滞留设施的组合填料。
Abstract: The purpose of this article is to determine the permeability of biological detention facility tests that suit the climatic conditions, soil characteristics, and rainfall characteristics of northern regions. Through the determination of the permeabilities of the six fillers of perlite, zeolite, ceramsite, volcanic rock, activated carbon and vermiculite and the removal effect on pollutants, suitable fillers were selected. In combination with the local soil in Shenyang, a combined packing experiment was conducted to select the optimal combination, which provides a technical reference for conducting biological retention facility. The results show that perlite, zeolite and volcanic rock have outstanding comprehensive effects and can be used as composite filler components. The composite filler test finds that when the ratio of the four fillers of soil, volcanic rock, zeolite, and perlite is 4:1:2:3, the permeability coefficient of the combined filters and the combined fillers has a good removal effect on the pollutants. It was selected as a combination filler for biological retention facilities.
文章引用:蒋安娜, 刘军, 董万里, 黄爽. 适合北方地区生物滞留设施填料筛选与组合试验研究[J]. 环境保护前沿, 2018, 8(4): 281-292. https://doi.org/10.12677/AEP.2018.84034

参考文献

[1] 李大超. 生物滞留设施在北方滨水地区的研究与应用[D]: [硕士学位论文]. 吉林建筑大学, 2014.
[2] 李家科, 刘增超, 黄宁俊. 低影响开发(LID)生物滞留技术研究进展[J]. 干旱区研究, 2014, 31(3): 431-439.
[3] 住房城乡建设部. 海绵城市建设技术指南——低影响开发雨水系统构建[Z]. 北京: 住房城乡建设部, 2014.
[4] 李春林, 刘淼, 胡远满, 等. 沈阳市降雨径流污染物排放特征[J]. 生态学杂志, 2014, 33(5): 1327-1336.
[5] 户元凌. 低影响开发雨水系统综合效应的分析研究[D]: [硕士学位论文]. 北京: 北京建筑工程学院, 2011.
[6] 南京水利科学研究院. 土木试验规程SL237-1999-014 [S]. 北京: 中国水利水电出版社, 1999.
[7] Facility for Advancing Biofiltration (FAWB) (2009) Biofiltration Filter Media Guidelines (Version 3.01).
[8] Coustumer, S.L., Fletcher, T.D., Deletic, A., et al. (2009) Hydraulic Performance of Biofilter Systems for Stormwater Management Influences of Design and Operation. Journal of Hydrology, 376, 16-23. [Google Scholar] [CrossRef