海绵城市生物滞留设施中土壤换填介质研究进展

张伟; 唐一凡; 王晨; 柴森友; 左其亭

doi:10.13205/j.hjgc.202308035

海绵城市生物滞留设施中土壤换填介质研究进展

doi: 10.13205/j.hjgc.202308035

张伟^1,2,3,4,
唐一凡¹,
王晨¹,
柴森友¹,
左其亭^5,2,3,4, ,

1. 郑州大学生态与环境学院, 郑州 450001;
2. 郑州大学水利科学与工程学院, 郑州 450001;
3. 郑州市水资源与水环境重点实验室, 郑州 450001;
4. 郑州大学黄河生态保护与区域协调发展研究院, 郑州 450001;
5. 河南省水循环模拟与水环境保护国际联合实验室, 郑州 450001

基金项目:

河南省自然科学基金项目(202300410423)

国家自然科学基金项目(52000163)

黄河流域生态保护与高质量发展战略研究(2021-HYZD-3-5)

详细信息

作者简介:
张伟(1988-),男,博士,副教授,主要研究方向为水环境修复。zhangwei88@zzu.edu.cn

通讯作者:
左其亭(1967-),男,博士,教授,主要研究方向为水文学及水资源研究。zuoqt@zzu.edu.cn

计量
- 文章访问数: 75
- HTML全文浏览量: 6
- PDF下载量: 6
- 被引次数: 0
出版历程
- 收稿日期: 2022-10-12
- 网络出版日期: 2023-11-15

RESEARCH PROGRESS ON SOIL REPLACEMENT MEDIUM IN BIOLOGICAL RETENTION FACILITIES FOR SPONGE CITY CONSTRUCTION

ZHANG Wei^1,2,3,4,
TANG Yifan¹,
WANG Chen¹,
CHAI Senyou¹,
ZUO Qiting^{5,2,3,4
, ,}

1. College of Ecology and Environment, Zhengzhou University, Zhengzhou 450001, China;
2. School of Water Conservancy Science & Engineering, Zhengzhou University, Zhengzhou 450001, China;
3. Zhengzhou Key Laboratory of Water Resource and Environment, Zhengzhou 450001, China;
4. Yellow River Institute for Ecological Protection & Regional Coordination Development, Zhengzhou University, Zhengzhou 450001, China;
5. Henan International Joint Laboratory of Water Cycle Simulation and Environmental Protection, Zhengzhou 450001, China

摘要

摘要: 系统介绍了海绵城市生物滞留设施的主要功能与运行原理,对常见改良换填介质的主要优缺点进行比较,揭示了海绵城市设施中仅使用原有土壤的不足。重点对改良土壤换填介质的种类、结构及应用研究进展进行了综述,阐释了土壤换填介质对氮、磷、有机物及悬浮物等污染物的去除机制及其影响生物滞留设施去除污染物质的关键因素。针对海绵城市建设中传统生物滞留设施的不足,梳理国内外学者在换填介质组成与配比设计方面的研究进展,旨在提高对城市径流雨水中污染物质的去除效果,并对生物滞留设施未来发展方向提出了设想和展望。
- 生物滞留设施 /
- 换填介质 /
- 径流雨水 /
- 污染物去除 /
- 研究进展
Abstract: This paper systematically reviewed the key structure and function mechanism for the biological retention facilities in sponge cities, while the advantages and shortcomings of the common improved replacement media were also analyzed. The disadvantages of using the single original soil in the sponge city facilities were proposed. The research progress for the structure and application of the improved soil replacement media was systematically reviewed. This paper further illustrated the removal mechanism of pollutants including nitrogen, phosphorus, organic matter, and suspended solids by the soil replacement media. The crucial factors that affect the removal of pollutants by the biological facility were also analyzed. In view of the shortage of traditional biological retention facilities in sponge city construction, the research progress in the composition and proportion design of replacement media by global scholars was summarized, aiming at improving the removal effect of pollutants in urban runoff and rainwater. This paper can also propose some ideas and prospects for the future development of bio-retention facilities.
- bioretention facility /
- replacement media /
- runoff rainwater /
- pollutant removal /
- research progress

HTML全文

参考文献(51)

[1]	张悦.关于城市暴雨内涝灾害的若干问题和对策[J].中国给水排水,2010,26(16):41-42.
[2]	RAHAM M Y,NACHABE M H,EEGAS S J.Biochar amendment of stormwater bioretention systems for nitrogen and Escherichia Coli removal:effect of hydraulic loading rates and antecedent dry periods[J].Bioresource Technology,2020,310:123428.
[3]	KYLE E,ZACH M P,TIRUPATI B.Performance and implementation of low impact development:a review[J].Science of the Total Environment,2017,607/608:413-432.
[4]	刘义存.绿地土壤物理性质在海绵城市规划建设中的影响[J].农村经济与科技,2016,27(12):21-22.
[5]	阮添舜,李家科.生物滞留设施植物·填料·微生物研究进展[J].安徽农业科学,2017,45(18):63-69.
[6]	康殿旭,苗伟.绿地土壤物理性质在海绵城市规划建设中的影响[J].中国新技术新产品,2017(3):111-112.
[7]	DAVIS A P,SHOKOUHIAM M,MINAMI S C.Laboratory study of biological retention for urban stormwater management[J].Water Environment Research,2001,73(1):5-14.
[8]	高晓丽.道路雨水生物滞留系统内填料的研究[D].太原:太原理工大学,2014.
[9]	张彤.基于道路初期径流雨水的生物滞留设施内填料的研究[D].昆明:昆明理工大学,2020.
[10]	赵瑞松.典型LID设施填料优化设计研究[D].西安:西安理工大学,2019.
[11]	张彤,冯燕,何明智,等.四种生物滞留填料对氨氮和磷的吸附效果研究[J].中国水运,2020,20(1):216-218.
[12]	许萍,黄俊杰,张建强,等.6种生物滞留填料对磷的吸附特性研究[J].工业安全与环保,2016,42(6):62-66.
[13]	王建龙,夏旭,冯伟.不同类型生物滞留介质对雨水径流中多环芳烃的去除效果[J].环境化学,2020,39(3):670-676.
[14]	HUNT W F,LORD W G.Bioretention performance design construction and maintenance[M].Raleigh:North Carolina Cooperative Extension,2006.
[15]	HUNT B E,DELETIC A,FLETCHER T D,et al.Towards widespread implementation of biofiltration for improved stormwater management:an overview of the new facility for advancing water biofiltration’s adoption guidelines[C]//6th International Water Sensitive Urban Design Conference and Hydropolis.Perth,Australian,2009:810-819.
[16]	高晓丽,张书函,肖娟,等.雨水生物滞留设施中填料的研究进展[J].中国给水排水,2015,31(20):17-21.
[17]	陕西省市场监督管理局.海绵城市绿地生物滞留设施渗滤介质施工技术规范:DB61/T 1313—2020[S].陕西:陕西省市场监督管理局,2020.
[18]	仇付国,王珂,于栋,等.沸石改良雨水生物滞留系统去除污染物研究[J].环境科学与技术,2018,41(3):124-129.
[19]	王金丽,孙永利,郑华清,等.基于径流污染控制的生物滞留设施填料优化研究[J].中国给水排水,2020,36(1):110-116.
[20]	张瑞斌,潘卓兮,奚道国,等.铝污泥填料改良生物滞留池对径流污染的削减效果[J].环境工程技术学报,2021,11(4):756-762.
[21]	赵云云,李骐安,陈正侠,等.基于多目标评价的市政道路径流污染控制生物滞留设施填料优化[J].水资源保护,2021,37(3):96-101.
[22]	张彤,冯燕,何明智,等.基于初期雨水径流氮磷去除效果的生物滞留设施填料层研究[J].中国农村水利水电,2020(6):82-86.
[23]	饶凯.采用生物炭改良填料的生物滞留池应用研究[D].重庆:西南大学,2020.
[24]	郝珊,王晨光,张阿凤,等.不同物料配比对城市绿地土壤渗透性及污染物净化效果的影响[J].应用生态学报,2020,31(4):1349-1356.
[25]	WENG Z S,MA H Y,MA J C,et al.Corncob-pyrite bioretention system for enhanced dissolved nutrient treatment:carbon source release and mixotrophic denitrification[J].Chemosphere,2022,306:135534.
[26]	CHENG J,YUAN Q K,KIM Y C.Long-term operational studies of lab-scale pumice-woodchip packed stormwater biofilters[J].Environmental Technology,2018,39(13/14/15/16):1765-1775.
[27]	郭娉婷,王建龙,杨丽琼,等.生物滞留介质类型对径流雨水净化效果的影响[J].环境科学与技术,2016,39(3):60-67.
[28]	钟兴,张伟,田笑尘,等.基于黑臭河道底泥利用的生物滞留设施对雨水径流污染的净化效果[J].环境工程学报,2018,12(8):2193-2201.
[29]	孔政.黄铁矿生物滞留设施处理径流氮磷效能与机理研究[D].重庆:重庆大学,2021.
[30]	TORRENTO C,CAMA J,URMENETA J,et al.Denitrification of groundwater with pyrite and Thiobacillus denitrificans[J].Chemical Geology,2010,278(1):80-91.
[31]	ZUO X J,GUO Z Y,WU X,et al.Diversity and metabolism effects of microorganisms in bioretention systems with sand,soil and fly ash[J].Science of the Total Environment,2019,676:447-454.
[32]	READ J,WEVILL T,FLETCHER T D,et al.Variation among plant species in pollutant removal from stormwater in biofiltration systems[J].Water Research,2008,42(4):893-902.
[33]	ADAM C G,SUZANNE P T,MICHAEL F P.Nitrogen cycling processes within stormwater control measures:a review and call for research[J].Water Research,2019,149:578-587.
[34]	仇付国,代一帆,卢超,等.基质改良和结构优化强化雨水生物滞留系统除污[J].中国给水排水,2017,33(7):157-162.
[35]	TURK R P,KRAUS H T,HUNT W F,et al.Nutrient sequestration by vegetation in bioretention cells receiving high nutrient loads[J].Journal of Environmental Engineering,2016,143(2):06016009.
[36]	仇付国,陈丽霞.雨水生物滞留系统控制径流污染物研究进展[J].环境工程学报,2016,10(4):1593-1602.
[37]	孙畅.FeCl₃改性水热炭用于生物滞留池脱氮除磷效果[D].天津:天津大学,2018.
[38]	王志强,谢文霞,柴娜,等.牡蛎壳作生物滞留填料对城市地表径流污染物去除效果研究[J].水土保持学报,2019,33(2):128-133.
[39]	张华康.煤矸石基填料在生物滞留设施中的控污效能研究[D].北京:北京建筑大学,2022.
[40]	DAVID N,LATHERBARROW J E,YEE D,et al.Removal efficiencies of a bioretention system for trace metals,PCBs,PAH and dioxins in a semiarid environment[J].Journal of Environmental Engineering,2015,141(6):921-928.
[41]	LEFEVRE G H.Fate and degradation of petroleum hydrocarbons in stormwater bioretention cells[D].Dept of Civil Engineering University of Minnesota,Minneapolis,2012.
[42]	HONG E Y,SEAGREN E A,DAVIS A P.Sustainable oil and grease removal from synthetic stormwater runoff using bench-scale bioretention studies[J].water Environment Research,2006,78(2):141-155.
[43]	QIU F G,ZHAO S,ZHAO D Y,et al.Enhanced nutrient removal in bioretention systems modified with water treatment residuals and internal water storage zone[J].Environmental Science:Water Research & Technology,2019,5(5):993-1003.
[44]	LAU A Y T,TSANG D C W,GRAHAM N J D,et al.Surface-modified biochar in a bioretention system for Escherichia coli,removal from stormwater[J].Chemosphere,2016,169:89.
[45]	LI Y L,MCCARTHY D T,DELETIC A.Escherichia coli removal in copper-zeolite-integrated stormwater biofilters:effect of vegetation,operational time,intermittent drying weather[J].Ecological Engineering,2016,90:234-243.
[46]	GUERR A H,KIM Y.Understanding the performance and applicability of low impact development structures under varying infiltration rates[J].KSCE Journal of Civil Engineering,2020,24(5):1430-1438.
[47]	王娟丽.给水厂污泥改良生物滞留系统对氮磷去除的优化探究[D].北京:北京建筑大学,2019.
[48]	PALMER E T,POOR C J,HINMAN C et al.Nitrate and phosphate removal through enhanced Bioretention media:mesocosm study[J].Water Research,2013,85(9):823-832.
[49]	付山.不同基质生物滞留系统雨水净化效果研究[D].西安:西安建筑科技大学,2018.
[50]	张逸.设置淹没区生物滞留设施径流调控及强化脱氮效应研究[D].邯郸:河北工程大学,2021.
[51]	陆峰宇.湿陷性黄土地区改良型生物滞留系统雨水净化效果研究[D].西安:西安建筑科技大学,2018.