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MBR122111.3000742.102206、MBR。MBR、、、。MBRX703C1000-4602201502-0062-04DesignCharacteristicsofUndergroundSewageTreatmentPlantwithMBRProcessLIUXu-wei1YOUYing2WANGLi-jian2LINMan1YINGuan-hua11.NorthChinaMunicipalEngineeringDesignandResearchInstituteCo.Ltd.Tianjin300074China2.BeijingOriginWaterTechnologyCo.Ltd.Beijing102206ChinaAbstractDuetothelimitationsandparticularityofthespaceandstructureintheundergroundsewagetreatmentplantthereisalotofdifferencebetweengroundandundergroundWWTPsinthede-signofMBRprocess.AccordingtotheexperienceofprojectsunderconstructionandbuiltprojectsthedesigncharacteristicsoftheundergroundsewagetreatmentplantwithMBRprocesswerediscussedinclu-dingtheselectionofmembranemodulesthepipinglayoutandsludgereturnmodeinthemembranetankmembranecleaningmethodandtheliftingway.KeywordsundergroundsewagetreatmentplantMBRprocessdesign、、、、、。MBRMBR、。MBR、、、。1MBRMBR1。1Tab.1ComparisonofMBRunitbetweengroundandunderground/L·m-2·h-116~2018~25/mm×mm×mm3600×1750×30762620×1750×3076①。·26·31220151CHINAWATER&WASTEWATERVol.31No.2Jan.201516~20L/m2·h。18~25L/m2·h。②。。。7~8m3.6m3.6m×2=7.2m1.4~1.5m8m。+8m。2MBRMBR。MBR1.2m1。1.2m1MBRFig.1PipelinelayoutofMBRprocessontheground8m。1.5m2。。。2。1.5m1#2#<8m2MBRFig.2PipelinelayoutofundergroundMBRprocess2Tab.2Comparisonofpipelinelayoutonthegroundandunderground21/243MBRMBR300%~500%。MBRPP。。。MBRMBR、PP。PP·36·.watergasheat.comMBR312。4MBR。。。3。PLC。3。1#2#……109#2#1#10#3MBRFig.3MembranecleaningsystemofundergroundMBRprocess3Tab.3ComparisonofmembranecleaningsystemonthegroundandundergroundPLC+PLC5MBR5t5t。MBR4。4Tab.4ComparisonofcraneonthegroundandundergroundS+/m20~25/t53/m1.75~2.0。3~4t1、2、3、5、10t5t。S。S5tG359-1~4、。①3.5t②S③5t④。、3t。。5.7~6m。4①S。②Ha=1.5m、h1=1.0m、h2=0.2~0.6m0.2m、h3=0.32m、3th4=1.24m、h5=3.3m、h6=0.5mH=h1+h2+h3+h4+h5=6.6m4H5.7~6.0m0.6~0.9m6.6m·46·312.watergasheat.comHa。。。、1.5m0.5m2.0m。Hah1h2h3h4h5h6H4MBRFig.4StrokeofcraneofundergroundMBRprocess6MBR①。3m。②4。③、。④。⑤S3~3.5t。。1.J.2006281313-1319.2.MBRJ.201036751-54.3.MBRJ.200521824-29.1984-。E-mailliuxuwei06@cemi.com.cn2014-08-07·56·.watergasheat.comMBR312
本文标题:MBR工艺应用于全地下污水处理厂的设计特点刘绪为caj20190320143207
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