//,,,(,230088)//。,COD、NH+4-N、TN、TP53%、98%、30%、95%;,《》(GB3838—2002)Ⅲ。,,。;;;TU992C1000-4602201816-0093-04TreatmentofBlack-odorousRiverbySuper-magneticCoagulation/ContactOxidation/StabilizationPondProcessMENGLing-xinHUTian-yuanGONGZhengJIANGTaoAnhuiGuozhenEnvironmentalProtectionTechnologyJointStockCo.Ltd.Hefei230088ChinaAbstractThecombinedprocessofsuper-magneticcoagulationcontactoxidationandstabilizationpondwasadoptedintheemergencytreatmentofablack-odorousriver.Theresultshowedthattheremov-alratesofCODNH+4-NTNandTPwas53%98%30%and95%respectively.Excepttotalnitro-genTNthemainindexesofthetreatedwatercouldmeetlevelⅢinEnvironmentalQualityStandardsforSurfaceWaterGB3838-2002andshowedgoodsensoryeffect.Thecombinedprocesswassimpleandefficientwhichhadgoodprospectofapplicationandpromotion.Keywordsblack-odorousriversuper-magneticcoagulationcontactoxidationstabiliza-tionpond2015ZX07218001。。--、1、234《》GB3838—2002Ⅴ。//。15000m3/d、·39·341620188CHINAWATER&WASTEWATERVol.34No.16Aug.2018。COD88.8mg/L34.8mg/L80mg/L95%15.4mg/L6.01mg/L15mg/L95%2.05mg/L0.66mg/L2.5mg/L100%。、1。1、Tab.1DesigninfluentandeffluentqualityCODTP/mg·L-1≤80≤15≤2.5/mg·L-1≤30≤1.5≤0.3/%62.59088.01。临时拦水河水混凝加药超磁分离微生物强化处理区生态塘浮筒泵PAM、PAC污泥处理外运硝化菌投加罐达标排放1Fig.1Flowchartofriverwatertreatmentprocess2①208.3m3/h。②80m×14m×1.8m1∶2.510mHRT7~9h6∶11.8m640m3150mm0.1m0.15m。、。③5B1、C1、D1、E1、F11、2、3、45。+。25/m2、10~15———、、。、、、1/m3、、。33.1102。35mg/L。、90%、COD15%~70%CODCODCOD。2。10090807060504030去除率/%0246810取样次数/次CODTPNH3-N2Fig.2Theremovalrateofmainpollutants3.23.2.13。、、①PACPAC、②NH+4。·49·3416.watergasheat.comTP40%。。121086420氨氮/(mg·L-1)21取样次数/次345进水超磁出水a.氨氮14121086420总氮/(mg·L-1)21取样次数/次345进水超磁出水b.总氮1.00.80.60.40.20总磷/(mg·L-1)21取样次数/次345进水超磁出水c.总磷3、TN、TPFig.3ThechangeofammonianitrogenTNTPbeforeandaftersuper-magneticcoagulation3.2.2CODCODCODCODCOD。COD。。COD4。2520151050COD/(mg·L-1)21取样次数/次345廊道1廊道2廊道3廊道4廊道5a.CODb.氨氮0.60.50.40.30.20.10氨氮/(mg·L-1)21取样次数/次345廊道1廊道2廊道3廊道4廊道54CODFig.4ThechangeofCODandammonianitrogeninstabilizationpond5。1086420总氮/(mg·L-1)21取样次数/次345廊道1廊道2廊道3廊道4廊道5a.总氮0.140.120.100.080.060.040.020总磷/(mg·L-1)21取样次数/次345廊道1廊道2廊道3廊道4廊道5b.总磷5Fig.5ThechangeofTNandTPinstabilizationpond、、·59·.watergasheat.com,://34160TNTN。/TN、。TP。PO3-4/、、、。。TP0.044~0.092mg/LNH3-N0.075~0.465mg/LⅡCOD12.7~29.1mg/L53%Ⅲ~ⅣNH3-NTP98%、95%。3.33.3.1、、、Ⅳ。①②、③、、、、、、、、。3.3.2894.02。0.421/m30.344/m3。4++Ⅲ~Ⅳ。1.//J.2009251122-24.LiHandongZhuJianWangPingetal.Combinedpro-cessofaerationmicroorganismandconstructedwetlandfortreatmentofblackandodorousriverwaterJ.ChinaWater&Wastewater2009251122-24inChi-nese.2.//J.2015311394-98.TangXiangchenNingDaliangZhouHaiyanetal.Com-binedprocessofaerationcoagulationanddoublemicrofil-trationfortreatmentofheavilycontaminatedriverwaterJ.ChinaWater&Wastewater2015311394-98inChinese.3.D.2010.ZhangShaojun.PerformanceofAerationwithPureOxy-genforQuickControlofBlackandOdorinRiverandIn-fluencingFactorsD.BeijingTsinghuaUniversity2010inChinese.4.D.2012.LiuRui.ExperimentStudyofSurfaceConstructedFlowWetlandandEnhancedEcologicalPondforUrbanRiverTreatmentD.HarbinHarbinInstituteofTechnology2012inChinese.1989-。E-mailmlx1104@163.com2018-01-09·69·3416.watergasheat.com