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2009 02 v.8;No.28 111-115
可持续雨洪管理新策略——低影响开发雨洪管理
基金项目(Foundation): 国家自然科学基金(40671116);; 福建省自然科学基金重点项目(D0720002)
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DOI:
中文作者单位:

厦门大学福建省教育部共建海洋环境科学联合重点实验室;

摘要(Abstract):

传统的以末端治理为主的雨洪管理措施已不能满足城市健康发展的需要,城市发展需要具有可持续性的雨洪管理策略.低影响开发雨洪管理(LID)通过模拟场地开发前的水文状况,采用分散、多样、小型、本地化的技术从源头上储存、渗滤、蒸发以及截流雨水,最大程度保护开发改造地区的水文情势,减少负面环境影响.文章概述归纳了国外对该管理策略的研究进展.学习借鉴这样的新策略,对提高改善我国城市新区开发和旧城改造的雨水资源利用与管理是十分有意义的.

关键词(KeyWords): 源头控制;;生物滞留;;绿色屋顶;;透水路面;;植草洼地
参考文献

[1]杨德敏,曹文志,陈能汪,等.厦门城市降雨径流氮、磷污染特征[J].生态学杂志,2006,25(6):625-628

[2]Booth DB,C Rhett Jackson.Urbanization of aquatic systems:degradation thresholds,stormwater detection,and the limits ofmitigation[J].Journal of the American Water Resources Association,1997,33(5):1 077-1 090

[3]Klein RD.Urbanization and stream quality impairment[J].Water Resource,1979,15(4):948-903

[4]Steedman RJ.Modification and assessment of an index of biotic integrity to quantify stream quality in southern Ontario[J].Canadian Journal of Fisheries and Aquatic Sciences,1988(45):492-501

[5]Villarreal EL,Semadeni Davies,A Bengtsson L.Inner ciy stormwater control using a combination of best management prac-tices[J].Ecological Engineering,2004(22):279-298

[6]USEPA.Low Impact Development(LID):A Literature Review.United States Environmental Protection Agency[R].EPA-841-B-00-005,Washington DC:United States Environ mental Brotection Agency,2000

[7]Michael E,Dietz.Low impact development practices:a review of current research and recommendations for future directions[J].Water Air Soil Pollution,2007(186):351-363

[8]van Marjorie Roon.Emerging approaches to urban ecosystem management:The potential of low impact urban design and de-velopment principles[J].Journal of Environmental Assessment Policy and Management,2005,7(1):125-148

[9]Franco Montalto,Christopher Behr,Katherine Alfredo,et al.Rapid assessments of the cost-effectiveness of low impact devel-opment for CSO control[J].Landscape and Urban Planning,2007(82):117-131

[10]Phil Jones,Neil Macdonald.Making space for unruly water:sustainable drainage systems and the disciplining of surface run-off[J].Geoforum,2006(38):534-544

[11]USEPA.Reducing Stormwater Costs through Low Impact Development(LID)Strategies and Practices.United States En-vironmental Protection Agency[R].EPA 841-F-07-006,Washington DC:United States Environmented Protection Agency,2007

[12]Davis AP,Shokouhian M,Sharma H,et al.Laboratory study of biological retention for urban stormwater management[J].Water Environment Research,2001,73(1):5-14

[13]Dietz ME,Clausen JC.A field evaluation of rain garden flow and pollutant treatment[J].Water Air Soil Pollution,2005(167):123-138

[14]Dietz ME,Clausen JC.Saturation to improve pollutant retention in a rain garden[J].Environmental Science and Technolo-gy,2006,40(4):1 335-1 340

[15]Clar M,Davis A,Hunt RW,et al.Bioretention technology:overview of current practice and future needs[J].Journal of Envi-ronmental Engineering,2009,135(3):109-117

[16]Davis AP,Shokouhian M,Sharma H,et al.Water quality improvement through bioretention media:nitrogen and phosphorusremoval[J].Water Environment Research,2006(78):284-293

[17]Yu S,Stanford R.Field evaluation of a stormwater bioretention filtration system[J].Journal of Environmental Engineeringand Management,2007,17(1):63-70

[18]Diblasi CJ,Li H.Removal and fate of polycyclic aromatic hydrocarbon pollutants in an urban stormwater bioretention facility[J].Environmental Science and Technology,2009,43(2):494-502

[19]Hsieh CH,Davis AP.Evaluation and optimization of bioretention media for treatment of urban storm water runoff[J].Jour-nal of Environmental Engineering,2005,131(11):1 521-1 531

[20]Hunt WF,Smith JT.Pollutant removal and peak flow mitigation by a bioretention cell in urban charlotte,N.C.[J].Journalof Environmental Engineering,2008,134(5):403-408

[21]John J Sansalone,Zheng Teng.Transient rainfall-runoff loading to a partial exfiltration system:implications for urban waterquantity and quality[J].Journal of Environmental Engineering,2005(131):1 155-1 167

[22]Hunt WF,Jarrett AR,Smith JT,et al.Evaluating bioretention hydrology and nutrient removal at three field sites in NorthCarolina[J].Journal of Irrigation and Drainage Engineering,2006,132(6):600-608

[23]Hunho Kim,Eric A Seagren,Allen P Davis.Engineered bioretention for removal of nitrate from stormwater runoff[J].Wa-ter Environment Research,2003,75(4):355-367

[24]Rusciano GM,Obropta CC.Efficiency of bioretention systems to reduce fecal coliform counts in stormwater[Z].Orlando,FL:Paper Presented at the North American Surface Water Quality Conference and Exposition,2005

[25]Roseen RM,Ballestero TP,Houle JJ,et al.Storm water low-impact development,conventional structural,and manufacturedtreatment strategies for parking lot runoff[J].Transportation Research Record:Journal of the Transportation ResearchBoard,2006,1984:135-147

[26]Hunt WF,Lord WG.Bioretention performance,design,construction,and maintenance.North Carolina[Z].NC:North Car-dina State University Cooperative Extension Service Bulletin,2006

[27]Tone M Muthanna,Maria Viklander,Nina Gjesdahl,et al.Heavy metal removal in cold climate bioretention[J].Water AirSoil Pollution,2007(183):391-402

[28]Sun Xueli,Allen P Davis.Heavy metal fates in laboratory bioretention systems[J].Chemosphere,2007(66):1 601-1 609

[29]Udom BE,Mbagwu JSC,Adesodun JK,et al.Distributions of zinc,copper,cadmium and lead in a tropical ultisol after long-term disposal of sewage sludge[J].Environment International,2004(30):467-470

[30]Davis AP,Shokouhian M,Sharma H,et al.Water quality improvement through bioretention:Lead,copper and zinc removal[J].Water Environment Research,2003,75(1),73-82

[31]ZCI(ZinCo Canada Inc.).Green roofs for healthy cities[EB/OL].http://www.greenroofs.net,2008-09-21

[32]Roger Norris Hilten,Thomas Mark Lawrence,Earnest William Tollner.Modeling stormwater runoff from green roof withHYDRUS-1D[J].Journal of Hydrology,2008(358):288-293

[33]Mark T Simmons,Brian Gardiner,Steve Windhager,et al.Green roofs are not created equal:the hydrologic and thermal per-formance of six different extensive green roofs and reflective and non-reflective roofs in a sub-tropical climage[J].Urban Ec-osyst,2008(11):339-348

[34]Alar Teemusk,Ulo Mander.Rainwater runoff quantity and quality performance from a greenroof:The effects of short-termevents[J].Ecological Engineering,2007(30):271-277

[35]Timothy Carter,C Rhett Jackson.Vegetated roofs for stormwater management at multiple spatial scales[J].Landscape andUrban Planning,2007(80):84-94

[36]Dunnett N,Kingsbury N.Planting green roofs and living walls[M].USA:Portland Timber Press,2004

[37]Center For Watershed Protection.Better site design:a handbook for changing development rules in your community[M].USA:Maryland,1998

[38]PGC(Prince George′s County,Maryland).Low-impact development design strategies-an integrated design approach[S].USA:Maryland,1999

[39]Naresh Singhal,Takis Elefsiniotis,Navin Weeraratne,et al.Sediment retention by alternative filtration media configurationsin stormwater treatment[J].Water Air Soil Pollution,2008(187):173-180

[40]张亚东,车伍,刘燕.北京城区道路雨水径流污染指标相关性[J].城市环境与城市生态,2003,16(6):182-184

[41]Usdot.Retention,detention,and overland flow for pollutant removal from highway stormwater runoff[M].U.S:Depart-ment of Transportation,Federal Highway Administration,1996

基本信息:

DOI:

中图分类号:TU992

引用信息:

[1]刘保莉,曹文志.可持续雨洪管理新策略——低影响开发雨洪管理[J].太原师范学院学报(自然科学版),2009,8(02):111-115.

基金信息:

国家自然科学基金(40671116);; 福建省自然科学基金重点项目(D0720002)

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