{"title":"Full-scale test on domestic sewage treatment with combination aeration MBr integration equipment","authors":"Fengping Hu, Cong Wan, Wei Chen, P. Zhu","doi":"10.1109/GIWRM.2012.6349589","DOIUrl":null,"url":null,"abstract":"Use combination aeration membrane bioreactor for urban sewage processing, when influent COD<sub>Cr</sub>, BOD<sub>5</sub>, NH<sub>3</sub>-N concentration ranged:53.15~978.50 mg/L, 28.23~431.55 mg/L, 4.14~37.78 mg/L, when the hydraulic retention time (HRT) for 4 h, 6 h, 8 h, COD<sub>Cr</sub>, BOD<sub>5</sub> and NH<sub>3</sub>-N the average removal efficiencies were: above 90%, above 95%, above 90%, the best HRT for 6 h. Stable effluent quality, its range was COD<sub>Cr</sub>: 3.5~30 mg/L; BOD<sub>5</sub>: below 5 mg/L; NH<sub>3</sub>-N: below 5 mg/L, effluent quality is better than The Reuse of Urban Recycling Water-Water Quality Standard for Urban Miscellaneous Water Consumption(GB/T 18920-2002).","PeriodicalId":6394,"journal":{"name":"2012 International Symposium on Geomatics for Integrated Water Resource Management","volume":null,"pages":null},"PeriodicalIF":0.0000,"publicationDate":"2012-11-12","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"2012 International Symposium on Geomatics for Integrated Water Resource Management","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.1109/GIWRM.2012.6349589","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 0
Abstract
Use combination aeration membrane bioreactor for urban sewage processing, when influent CODCr, BOD5, NH3-N concentration ranged:53.15~978.50 mg/L, 28.23~431.55 mg/L, 4.14~37.78 mg/L, when the hydraulic retention time (HRT) for 4 h, 6 h, 8 h, CODCr, BOD5 and NH3-N the average removal efficiencies were: above 90%, above 95%, above 90%, the best HRT for 6 h. Stable effluent quality, its range was CODCr: 3.5~30 mg/L; BOD5: below 5 mg/L; NH3-N: below 5 mg/L, effluent quality is better than The Reuse of Urban Recycling Water-Water Quality Standard for Urban Miscellaneous Water Consumption(GB/T 18920-2002).