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当前位置:首页 > 商业/管理/HR > 信息化管理 > 暴雨情况下传输型植被浅沟的净化效果研究李海燕魏鹏黄延张悦
11211.1000442.100048LID。。SS、COD、TPNH+4-NNO-3-N>SS>COD>NH+4-N>TP。TU992C1000-4602201401-0099-05ResearchofPurificationEffectofConveyanceSwaleunderHeavyRainLIHai-yan1WEIPeng1HUANGYan2ZHANGYue11.KeyLaboratoryofUrbanStormwaterSystemandWaterEnvironment<MinistryofEducation>BeijingUniversityofCivilEngineeringandArchitectureBeijing100044China2.BeijingMunicipalEnvironmentalMonitoringCenterBeijing100048ChinaAbstractAsoneofthedistributedsourcepollutioncontrolmeasuresofLIDtechnologythecon-veyanceswalehasbeenmoreandmorewidelyused.TakingthegrassedswaleintheNiushanParkofShenzhenGuangmingNewDistrictasanexampletheremovalefficiencyofpollutantsinthegrassedswaleanditsstabilityunderheavyrainwereinvestigatedandthereductioneffectofthepeakrunoffwasalsoanalyzed.TheresultsindicatedthatconveyanceswalehaddifferentpollutionloadreductioneffectunderheavyrainswithdifferentpeakintensitiesandtheSSCODTPandNH+4-Nintherunoffcouldbeeffectivelyremoved.ThestabilityoftheremovalratewasNO-3-N>SS>COD>NH+4-N>TP.Keywordsgrassedswaleheavyrainpollutionloadstability2006B19PHR2011061242014PXM2014-014210-000006LID1~3。、、、LID。、、SSCOD。2/34cm。·99·30120141CHINAWATER&WASTEWATERVol.30No.1Jan.2014。。123℃1340mm1996.5mm144d9d2.2d344mm2382mm777mm。4—980%。20127211d、170mm、237min24h2012837d、148mm、270min24h。。1。1Fig.1LayoutstructureofstormwaterdrainagesysteminNiushanParkA、BA201272132m、1.15m、0.34m、2%、15mm/hB8346m、1.11m、0.30m、1%、6mm/h。0.5m90°。22.15min、。SSCODTP。24h。2.2①1。Q=ΨqF1Ψ———0.85q———F———。24。Q=0.0142×d/102.52Q———d———②EPA4、、。N、P。=∑CQ-CQ∑CQ3C———C———Q———·001·301.watergasheat.comQ———G4。G=∑CQ-CQL4L———33.1。。721832。2Fig.2Pavementrunoffvolumecomparedwithswaleoutflow2。72178mm/h10%。83B6min721B。BA。3.231。1Tab.1Pollutionloadremovalrateofgrassedswaleindifferentperiods%SSNO-3-NCODTP7212229—223419.625.77.628.118.12234—22447.751.5-2.340.310.52244—230432.269.1-7.040.847.02304—233433.258.3-73.8-29.154.2831350—1355-15.650.731.748.057.01355—14007.210.5-6.56.966.31400—14055.8-5.5-37.2-3.3-72.61405—1410-11.9-7.3-7.535.7-58.9721SS2229—2234SSSS。2。。。·101·.watergasheat.com3012Tab.2TotalremovalofpollutantsbyswaleandremovalofpollutantsbyunitlengthofswaleSSNH+4-NNO-3-NCODTP721/mg2.62×105147221581.63×105622/mg2.13×10565723341.12×105440/%18.755.4-8.231.329.3/mg·m-1153326.0-5.516125.783/mg2.81×105276548441.09×1052913/mg2.75×105234351058.49×1041510/%2.215.3-5.422.148.2/mg·m-11319.1-5.653031/%10.535.4-6.826.738.8。。SS、SS<40mg/L。721SS33%117L/min104L/minSS。83SSSS312mg/L。SS。CODCOD。COD。721CODCOD。721ACOD83BCODBCOD。、、。A721B。83721B。83。NO-3-NNH+4-N。6%5NO-3-NNO-3-N。10min。NO-3-NNO-3-N。721A83BB·201·301.watergasheat.com。B。3.33。。3Fig.3Pollutantremovalrateboxdiagramineachperiodoftworainfallevents35NO-3-N、SS、COD、NH+4-NTP617~54mm。TPCOD。SS。、、。4。SS、、COD、10.5%、35.4%、26.7%38.8%。。NO-3-N、SS、COD、NH+4-N、TP。NO-3-N、。1.LIDJ.2011272013-16.2.J.200823334-339.3.J.2013291211-13.4.J.2010656-5779.5.D.2009.6.J.200933156-60.1975-2010。E-maillihaiyan@bucea.edu.cn2013-07-13·301·.watergasheat.com301
本文标题:暴雨情况下传输型植被浅沟的净化效果研究李海燕魏鹏黄延张悦
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