Research Advances in the Clogging of Infiltration Facilities of Sponge City and Discussions on Improving Its Long-term Performance

ZHANG Jia-fa; WU Qing-hua; ZHU Guo-sheng

doi:10.11988/ckyyb.20160400

PDF(1270 KB)

Journal of Changjiang River Scientific Research Institute ›› 2016, Vol. 33 ›› Issue (12) : 78-85. DOI: 10.11988/ckyyb.20160400

ROCK-SOIL ENGINEERING

Research Advances in the Clogging of Infiltration Facilities of Sponge City and Discussions on Improving Its Long-term Performance

ZHANG Jia-fa^1,2, WU Qing-hua^1,2, ZHU Guo-sheng^1,2

Author information +

History +

Abstract

The significance of researches on the clogging mechanism and performance improvement was expounded for typical infiltration facilities of sponge city, such as well, tube, and pond. Factors of clogging were classified as three kinds: clogging material properties, hydrodynamic conditions and filter properties. In this article, the advances of research on clogging mechanism were summarized and discussed in terms of these three kinds of factors. The drawbacks which need to be overcome by further studies were summarized: the characteristics of clogging material is unclear, the simulation of hydrodynamic condition is non-holistic, studies on real filter structures, intermittent operation and time effects are inadequate, understandings of the clogging mechanism are inconsistent, attention on new filter structures and filter maintenance is insufficient, and prototype and in situ studies are in lack. According to the status of sponge city construction in China, it is urgent to monitor the storm water for typical urban areas, especially the first storm water after a long dry period. On the basis of research on similar problems, the approaches of improving the performance of infiltration facilities were analyzed. It was proposed that replaceable filters would be a practical solution to break through clogging problem and to promote the application of infiltration facilities and would guarantee the long-term efficiency of sponge city construction.

Key words

sponge city / clogging / suspended substance / hydrodynamic conditions / geotextile / sand and gravel filter / replaceable filter

Cite this article

EndNote

Ris (Procite)

Bibtex

Download Citations

ZHANG Jia-fa, WU Qing-hua, ZHU Guo-sheng. Research Advances in the Clogging of Infiltration Facilities of Sponge City and Discussions on Improving Its Long-term Performance[J]. Journal of Changjiang River Scientific Research Institute. 2016, 33(12): 78-85 https://doi.org/10.11988/ckyyb.20160400

References

[1] 王虹,丁留谦,程晓陶,等.美国城市雨洪管理水文控制指标体系及其借鉴意义[J].水利学报,2015,46(11):1261-1271,1279.
[2] 程晓陶. 城市型水灾害及其综合治水方略[J]. 灾害学, 2010,25(增1):10-15.
[3] 文松霖,张家发. 城市雨水流出抑制技术及其应用展望[J]. 人民长江,2005,36(10):26-28.
[4] 王俊岭,王雪明,张安,等. 基于“海绵城市”理念的透水铺装系统的研究进展[J].环境工程,2015,33(12):1-4,110.
[5] Department of Defense,United States of America. Unified Facilities Criteria (UFC),Low Impact Development[S].2016.http:∥www.wbdg.org/ccb/DOD/UFC/ufc_3_210_10.pdf#search="low impact development ufc".
[6] 中华人民共和国住房和城乡建设部.海绵城市建设技术指南——低影响开发系统构建(试行)[M]. 北京:中国建筑工业出版社,2015.
[7] KANDRA H,DELETIC A,MCCARTHY D. Assessment of Impact of Filter Design Variables on Clogging in Stormwater Filters[J].Water Resources Management, 2014,28(7):1873-1885.
[8] 华蓝设计(集团)有限公司,南宁市城乡建设委员会,广西工程建设标准化协会. 海绵城市工程设计图集——低影响开发雨水控制及利用[M]. 广西桂林:广西师范大学出版社,2016.
[9] 张家发,张伟,李思慎. 堤防工程减压井淤堵及其应对措施研究[J]. 长江科学院院报,2006,23(5):24-28.
[10]KANDRA H,MCCARTHY D,DELETIC A. Assessment of the Impact of Stormwater Characteristics on Clogging in Stormwater Filters[J]. Water Resources Management,2015,29(4):1031-1048.
[11]FRANCEY M,FLETCHER T D,DELETIC A,et al. New Insights into the Quality of Urban Storm Water in South Eastern Australia[J]. Journal of Environmental Engineering,2010,136(4):381-390.
[12]DELETIC A,ORR D W. Pollution Buildup on Road Surfaces[J]. Journal of Environmental Engineering,2005,131(1):49-59.
[13]路莹,杜新强,迟宝明,等. 地下水人工回灌过程中多孔介质悬浮物堵塞实验[J]. 吉林大学学报(地球科学版),2011,41(2):448-454.
[14]黄修东,束龙仓,崔峻岭,等. 人工回灌物理堵塞特征试验及渗滤经验公式推导[J]. 吉林大学学报(地球科学版),2014,44(6):1966-1972.
[15]童坤,束龙仓,黄修东,等.雨洪水回灌过程中堵塞滤层特征试验[J].水利水电进展,2011,31(4):52-55,64.
[16]赵树旗,王中正,周玉文,等.城市不透水地表降雨径流污染检测与研究——以北京工业大学校园为例[J]. 人民长江,2016,47(4):12-16.
[17]吴昌瑜,张伟,李思慎,等. 减压井机械淤堵机制与防治方法试验研究[J].岩土力学,2009,30(10):3181-3187.
[18]张伟,张家发,孙厚才. 减压井化学淤堵机理试验研究[J]. 长江科学院院报,2009,26(10):13-16.
[19]BRAUNS J. Advances in Rockfill Structures[M]. Netherlands:Springer,1991: 239-268.
[20]刘杰.土的渗透破坏及控制研究[M]. 北京:中国水利水电出版社,2014.
[21]张家发,定培中,张伟,等. 混凝土面板堆石坝中过渡区的渗流控制作用研究[J]. 岩土力学,2011,32(12):3548-3554.
[22]ZOMORODIAN S M A,MOGHADAM M J.Investigation of Effective Parameters on the Embankment Dam Filter Behavior in Simultaneous Cracking in the Core and Filter[J]. Geotechnical and Geological Engineering,2011,29(4): 637-644.
[23]朱崇辉,孙明星,李健晗.粘土与含砾土裂缝冲刷反滤层的变化机理[J].水利与建筑工程学报,2003,1(3):36-39.
[24]郭爱国,侍克斌.一种分散性粘土裂缝自愈与反滤保护试验[J].岩石力学与工程学报,2002,21(12):1886-1890.
[25]邹玉华,陈群,何昌荣,等.不同应力条件下砾石土防渗料和反滤料联合抗渗试验研究[J].岩土力学,2012,33(8):2323-2329.
[26]孙君实,相彪. 反滤料级配设计的思考[J].岩土工程学报,2011,33(8):1153-1158.
[27]包承纲.土工合成材料应用原理与工程实践[M]. 北京:中国水利水电出版社,2008.
[28]束一鸣.针刺织物用于粉土反滤的实践[J]. 水利学报,2002,30(11):95-98,102.
[29]陈轮,庄艳峰,许齐,等.极限保土状态下的反滤机制试验研究[J].岩土力学,2008,29(6):1455-1460.
[30]周蓉.土工织物反滤机理研究[J].青岛大学学报(工程技术版),2000,15(4):41-43.
[31]SANI A, SCHOLZ M, BABATUNDE A, et al.Impact of Water Quality Parameters on the Clogging of Vertical-Flow Constructed Wetlands Treating Urban Wastewater[J]. Water, Air, & Soil Pollution,2013,224:1488. doi:10.1007/s11270-013-1488-2.
[32]ZHAO L F,ZHU W,TONG W. Clogging Processes Caused by Biofilm Growth and Organic Particle Accumulation in Lab-scale Vertical Flow Constructed Wetlands[J]. Journal of Environmental Sciences,2009,21(6):750-757.
[33]COULON A,CANNAVO S,CHARPENTIER S,et al. Clogging-up of a Stormwater Infiltration Basin: a Laboratory Approach Using Image Analysis[J]. Journal of Soils and Sediments,2015,15(8):1738-1752.
[34]ALEM A,AHFIR N D,ELKAWAFI A,et al. Hydraulic Operating Conditions and Particle Concentration Effects on Physical Clogging of a Porous Medium[J]. Transport in Porous Media,2015,106(2):303-321.
[35]THOMPSON A R,STOTLER R L,MACPHERSON G L,et al. Laboratory Study of Low-Flow Rates on Clogging Processes for Application to Small-Diameter Injection Wells[J]. Water Resources Management,2015,29(14): 5171-5184.
[36]KARARZYNA S. Clogging Microstructure in the Vadose Zone-laboratoray and Field Studies[J].Hydrogeology Journal,2006,(14):1005-1017.
[37]伍碧秀,吴松桂,刘代清. 化纤织物·工程塑料滤层的试验研究[J]. 人民长江,1984,15(3):15-18.
[38]严敏,定培中,陈劲松,等. 向家坝电站坝基排水孔组合式过滤体试验研究[J]. 长江科学院院报,2016,33(1):95-100.
[39]张伟,许继军,吴昌瑜. 可拆换过滤器减压井的应用研究[J]. 人民长江,2009,40(3):81-83.
[40]张伟,朱国胜. 过滤器可折换式减压井实用手册[M].武汉:长江出版社,2014.
[41]朱国胜,李少龙,吴庆华. 荆江河段岸坡排水关键技术数学模型及试验研究[R].武汉:长江科学院,2016.
[42]陶同康,鄢俊. 堤防管涌的破坏机理和新型滤层结构设计[J]. 水利水运工程学报,2003,(4):7-13.
[43]赵坚,范进,赵恒文.可置换滤芯新型减压井管的研究[J].水利水电技术,2004,35(4):88-91.