07(350)201107[]1009-2846(2011)07-0006-06,,,,(,430072)[],。、、、、、。,。[];;[]TV121[]B[]2011-06-02[]2010[](1991-),,。2008。11.1、。[1-4]:,。,,,,,。,、、,、、、、,,、,,。,,,,,,;,,,,。,、[5]。1.2,,、。,,,。,。,,,。[6]。,,,,。,。,、,,,,,;,,。,6--DOI:10.15920/j.cnki.22-1179/tv.2011.07.022201107。。,。,,。,,,。,。2、,,,[7]。、2060,,,,(bettersiteplanning,BSP)(low-impactdevelopment,LID)[8,9],“”(BMPs,BestManagementPractices)。USEPABMPs“、,、”[10]。、、、,,(EcologicalStormWaterManagement),、,,、,、、,,,,。,,,,、、、。、、。:、、、。2.1,。,、、,,,。,,[11]。,,、。,。(Sheetflow),,5%,20。,(CheckDam)。,,,。,。,,、,。,,BufferStrip[12],。TSS95%,2%,60。,,N、P[13]。,SS87%-100%,P22%-89%,N47%[14]。7--CuPbZnPTKNNH4+-NNO3--NTN93999981687923432.2()。,,,,。,。,BMPs。,,,[15]。。,、、、。Barrett[16],,TSS、、NO3-N。TSS、、NO3-N、Zn、Pb54%、91%、74%、73%83%。Schueler[17],70%TSS、30%TP25%TN50%-90%。2.3(Bioretention),(raingarden)。90BMPs。()、、、、、、。,,,,100—250mm;,,、;,60%—85%,5%—10%,5%。,250mm;、,0.5—1.2m。,。,10—5m/s;50mm,200—300mm。10mm,。,:、、、。(1),、、、、,BMPs。[18],86%TSS,90%TP,97%COD67%。,,,。,(LowImpactDesign)BMPs[19]。1(%)[20]:,,、、,、(10%—20%)。、、、。12×3×1.5m,0.5ha[5]。,3500—4000m3。,,;();;;、;。2011078--2.4,、N、P,,。、、,。,、,、、,。、、、,,,,,[21]。,。Greb5670m2,87%。,0.02m/h,Cr、CuPb,[22]。,5%,90%(、)[23]。,,(Flowpath),;、。,、、、,。、、、。,,,。24h,、。,[24]。,,。,,,,。,。2.5,、、、、,[25]。,,、、、。,。,,。Johannes[26]80%89%。Rochfort,39%、46%SS、50%[27]。Tilley[28],(1000hm2)、(100—1000hm2)(10—100hm2),2.3%—10.8%;0.2%—4.5%;0.1%—2.5%。[29],。,,COD、TP、TN、SS69.0%—73.1%、82.6%—86.6%、89.0%—90.4%、64.7%—69.2%,。,,,[30,31]。,。,,。,,2011079--(%)TSS6050908080TN2510605040TP20205030302020905050(ha)(%)√√√√√√√√√√√√√√√√√2[2,33]。,,[32]。、、,、。33.1①。。2。②。,,。③。,,。④。。,,。⑤。。,。⑥。。3.2,,,,。、、,、,。,。、、。,。,,。、,,,,。4。,,。,20110710--,,。、、。、、、,,。,。,。,,,,、,,。,。□:[1].[J].,2003,29(17):99-100.[2],,..-,[3]./[D].,2007.[4].(BMPs)[D].,2008.[5],.[M].:,2006.[6].[J].,2009,(z1):216-220.[7],,,..,2004,18(3):133-137.[8]USWaterEnvironmentFederation,AmericanSocietyofCivilEngineers.UrbanRunoffQualityManagement.Alexandria,VA:WaterEnvironmentFederation,1998.[9]USCenterforWatershedProtection.Anintroductiontobettersitedesign.ThePracticeofWatershedProtection.EllicottCity,MD:CenterforWatershedProtection,2000.[10]BrownTC,BrownD,BinkelyD.Lawandprogramsforcontrollingnonpointsourcepollutioninforestareas.WaterResourceBulletin,1993,29(1):1-13.[11]HeftingMM,JeroenJM,KleinD.NitrogenremovalinbufferstripsalongalowlandstreamintheNetherlands:apilotstudy.EnvironmentPollution,1998(1),102:521-526.[12]TonyHFWong,FletcherTD,DuncanHP,eta1.Modellingurbanstormwatertreatment-Aunifiedapproach.EcologicalEngineering,2006,27(1):58-70.[13]MichelF,DassSB,GruikeEA,eta1.RoleofmanganeseperoxidasesandligninperoxidasesofPhanerochaetschrysosporiuminthedecolodzationofkraftbleachplanteffluent.ApplEnvironMierobiol,1991,57(8):2368-2375.[14]Haapala&LinkoS.ProductionofPhanerochaetschrysosporiumligninperoxidasesunderVariouscultureconditions.ApplEnvironMicrobiol,1993,40(4):494-498.[15],..,2006,28(4):279-282.[16]BratteBO,BoothDB.Long-termstormwaterquantityandqualityperformanceofpermeablepavementsystems.WaterRes,2003,37(18):4369-4376.[17].[D].,2000.[18]FergusonBK.StormwaterInfiltration.BocaRaton,US:LewisPublishers,1994.[19]USEPA.Lowimpactdevelopmentdesignstrategies:Anintegrateddesignapproach.2002.[20]ShaWL,JennyYX,SamYZ,eta1.DevelopmentofastormwaterbestmanagementpracticeplacementstrategyfortheVirginiadepartmentoftransportation.VrginiaTransportationResearchCouncil,2003.[21]Jean—MichelBandRuperdY.StormwaterRetentionBasins.MinistryofPublicWorksFrance,2001.[22]GrebSR,BannermanRT.Influenceofparticlesizeonwetpondeffectiveness.WaterEnvironRes,1997,69(6):l134-1138.[23]YinCQ.Amulti-pondsystemasaprotectivezoneforthemanagementoflakeinChina.Hydrobiology,1993,251(1-3):321-329.[24]PerssonJ'WittgrenHB.Howhydrologicalandhydraulicconditionsaffectperformanceofponds.EcolEng,2003,21(4-5):259-269.[25]GreenwayM.Constructedwetlandsforwaterpollutioncontrol.processes.parametersandperformance.DevChemEngMinerProc,2004,12(5-6):491-504.[26]JohannesLaber.Constructedwetlandsystemforstormwatertreated.JEnvironSciHealth.2000,35(8):1279-1288.[27]FergusonBK.StormwaterInfiltration.BocaRaton,US:LewisPublishers,1994.[28]RochfortQJ.Field-scalestudiesofsubsurfaceflowconstructedwetlandsforstormwaterqualityenhancement.WatQualRes,1997,32(1):101-107.[29],,,..,2006,22(1):5-8.[30],..,2001,27(8):32-3.[31],..,2001,12(1):145-150.[32]JenkinsGA,GreenwayM.Thehydraulicefficiencyoffringingversusbandedvegetationinconstructedwetlands.EcolEng,2005,25(1):61-72.[33].[D].,2009.20110711--