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当前位置:首页 > 建筑/环境 > 工程监理 > 垂直流人工湿地水力学特点对污水净化效果的影响吴振斌
1,1*,1,1,AlexPressl2((1., 430072,E-mail:wuzb@ihb.ac.cn;2.,):,.,.:、;,;;.,.:;;;:703.1 :A :0250-3301(2001)05-05-0045:(39925007);(ContractNo.IC18-CT96-0059):(1956~),,.,.、、.:2000-12-29*TheInfluenceofHydraulicCharacteristicsonWastewaterPurifyingEf-ficiencyinVerticalFlowConstructedWetlandsWuZhenbin1,RenMingxun1,FuGuiping1,HeFeng1,AlexPressl2(1.StateKeyLaboratoryofFresh-waterEcologyandBiotechnology,InstituteofHydrobiology,ChineseAcademyofSciences,Wuhan430072,ChinaE-mail:wuzb@ihb.ac.cn;2.AgricultureUniversityofVienna,Vienna,Austria)Abstract:Thehydrauliccharacteristicsofverticalflowconstructedwetlandswasinvestigated,andtheinfluenceofthesecharacteristicsonwastewaterpurifyingefficiencywasstudiedasanemphasis.Theresultsoftheexperimentsinsmallscaleplotsandmediumscaleplotsshowedtheplantroots,withthephysicalandbiologicaleffects,playasignificantroleinhydraulicsandthewastewaterpurifyingefficiency.Theothercharacteristicssuchasretentiontime,effluentve-locityandinfluentloadalsodirectlyaffectthewastewaterpurifyingefficiencyofconstructedwetland.Togetabetterunderstandingofthehydraulicswillbecrucialtotheimprovementofpurifyingefficiencyandfacilitatethepracticaluseofconstructedwetland.Keywords:verticalflowconstructedwetland;tracer;hydrauliccharacteristics;wastewaterpurifyingefficiency .、3,[1~5].“”,,,.[6~11],.,,.,、()、、,,,,.22520019 ENVIRONMENTALSCIENCEVol.22,No.5Sept.,2001DOI:10.13227/j.hjkx.2001.05.0111 1.1 (SmallScalePlots,SSPs)(MediumScalePlot,MSP).21m×1m;29m×9m(1).2,.III10cm.2.I,II,II,.,14,6h,.1 Fig.1 Structurepatternofconstructedwetlands,4.,.1.1.2 1 Table1 ThecomposesofmacrophytesandhydraulicloadinginSSPaandMSP 1234() I(Typhalatifolia)(Typhaangustifolia)(ScirpustriqueterLinn)(Zezanialatifolia)II(IrispeseudacorusL)(Juncuseffusus)(Carexsp.)(Irispeseudacorus)/L20020020020016200/24300/mm·d-1800800800800800/1200CODCr/g·(m2·d)-137.3637.3637.3637.3637.36/56.04 (1)、 4~5.,.(200L)..(2) (NaCl),,..5min..、.2 2.1 .[12].,V,.2.2 ()/mg·L-1Table2 InfluentqaulityofconstructedwetlandsCODCrBOD5TSSKNTPIP46.77.8910.84.370.2970.1086(SD)19.24.185.72.80.1690.101 4(3):50%~60%,80%~90%.III,II.,46 223BOD、TSS、TPIP,1COD、BOD;2KN,4.IP、KN、TP、COD,BOD、TSS.3 1)()/%Table3 Removalratesoftheconstructedwetlandsunderahydrologicalloadof800mm/d(averagevalue)CODCrBOD5TSSKNTPIP166.689.080.250.357.7-19.4265.087.978.051.154.7-31.9362.390.884.449.559.1-7.0462.687.779.241.027.5-114366.176.772.463.376.771.6 1)800mm/d2.2 、4,1,3、2,4(2).15min,12、3.1,.,,.2Ι,Ⅱ,,1.3,1,,,.2 4Fig.2 ComparisonoftheeffluentvelocityandeffluentquantityoffourSSPssystems41、2、3.,.,,.,.4:3.,,.,31.4,.:13,.2:,(3).,,.“”,.3 2Fig.3 ComparisonoftheeffluentvelocityoftwoexperimentsinMSPunderdifferenthydraulicload2.3 ,:(d)=(L)(L/d)0.66d.4()1475 1.33d;21.25d;31.32d41.30d.,41.,,.,(13),;4,.20.56d,0.37d;0.81d,0.69d..,,,.,,,.2.4 ,,.,2(3).:,,,.,.,(1200mm/d)800mm/d.,1200mm/d800mm/d.2.5 ,,.,,,.4,.(,),,;,.,.2.6 ,.、、.4:4、2,31,.,.41.,3、12、4.3、12、4.2.4 4Fig.4 Thevariationofeffluentconductivityvaluesin4plotsofSSPs3 (1).(),、;,,,.,、,,.2,、.(2),.,48 22.,.(3),(),.NaCl,.(4),、,.,..,,. 、、、.:1 SherwoodCRetal.Subsurfaceflowwetlands———Aperfor-manceevaluation.WaterEnviron.Res.,1995,67(3):244~248.2 SakadevanK,BavorHJ.Phosphateadsorptioncharacteris-ticsofsoils,slagsandzeolitetobeusedassubstratesincon-structedwetlandsystems.WaterResearch,1998,18(2):393~399.3 EdwardL,Marsteineretal.Theinfluenceofmacrophytesonsubsurfaceflowwetland(SSFW)hydraulics.5thinterna-tionalconferenceonwetlandsystemsforwaterpollutioncon-trol.Vienna:ConferencePreprintBook1,1996.II/2-1~II/2-7.4 BrixH.Domacrophytesplayaroleinconstructedtreatmentwetlands.WaterscienceandTechnology,1997,35(6):11~17.5 ChrisCT,JamesPSSukias.Organicmatteraccumulationduringmaturationofagravel-bedconstructedwetlandstreat-ingfarmdairywastewaters.WaterResearch,1998,32(10):3046~3054.6 MachateTetal.Degradationofphenanthreneandhydrauliccharacteristicsinaconstructedwetland.WaterResearch,1999,31(31):554~560.7 TorresJJetal.StudyoftheinternalhydrodynamicsinthreefacultativepondsoftwomunicipalWSPsinSpain.WaterResearch,1999,33(11):1133~1140.8 NamecheTH,VaselJL,Hydrodynamicstudiesandmod-elizationforaeratedlagoonandwastestabilizationponds.WaterResearch,1998,32(10):3039~30459 ..,1991,4(5):8~12.10 ..,1997,(6):50~52.11 WilliamJM,KarenMW.Waterquality,fateofmetals,andpredictivemodelvalidationofaconstructedwetlandstreatingacidminedrainage.WaterResearch,1998,32(6):1888~1900.12 《》.().:,1989.13 WilliamJM,KarenMWise.Waterquality,fateofmetals,andpredictivemodelvalidationofaconstructedwetlandstreatingacidminedrainage.WaterResearch,1998,32(6):1888~1900.14 LantzkeIR,HeritageADetal.Phosphorusremovalratesinbucketsizeplantedwetlandswithaverticalhydraulicflow.WaterResearch,1998,32(34):1280~1286.15 ChrisCT,JohnSCetal.Effectofloadingrateandplant-ingontreatmentofdairyfarmwaste-watersinconstructedwetlands.WaterResearch,1995,29(1):17~26.16 BreenPF.Amassbalancemethodforassessingthepoten-tialofartificialwetlandforwastewatertreatment.WaterResearch,1990,24(6):689~697.17 ,..,1998,19(4):36~39.495
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本文标题:垂直流人工湿地水力学特点对污水净化效果的影响吴振斌
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