组合曝气MBr一体化设备处理生活污水的全尺寸试验

Fengping Hu, Cong Wan, Wei Chen, P. Zhu
{"title":"组合曝气MBr一体化设备处理生活污水的全尺寸试验","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":"{\"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}","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

摘要

采用联合曝气膜生物反应器处理城市污水,当进水CODCr、BOD5、NH3-N浓度分别为53.15~978.50 mg/L、28.23~431.55 mg/L、4.14~37.78 mg/L时,水力停留时间(HRT)为4 h、6 h、8 h时,CODCr、BOD5、NH3-N的平均去除率分别为:90%以上、95%以上、90%以上,HRT为6 h时出水水质稳定,其去除率范围为CODCr: 3.5~30 mg/L;BOD5:低于5mg /L;NH3-N:低于5 mg/L,出水水质优于《城市循环水-城市杂项用水水质标准》(GB/T 18920-2002)。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
查看原文
分享 分享
微信好友 朋友圈 QQ好友 复制链接
本刊更多论文
Full-scale test on domestic sewage treatment with combination aeration MBr integration equipment
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).
求助全文
通过发布文献求助,成功后即可免费获取论文全文。 去求助
来源期刊
自引率
0.00%
发文量
0
期刊最新文献
Integrated Water Resource Management: Cases from Africa, Asia, Australia, Latin America and USA Integrated Water Resources Management: Theoretical Concepts, Basis, Responsibilities, and Challenges of IWRM Integrated Water Resources Management in Brazil Integrated Water Resources Management in Iran Managing Water Differently: Integrated Water Resources Management as a Framework for Adaptation to Climate Change in Mexico
×
引用
GB/T 7714-2015
复制
MLA
复制
APA
复制
导出至
BibTeX EndNote RefMan NoteFirst NoteExpress
×
×
提示
您的信息不完整,为了账户安全,请先补充。
现在去补充
×
提示
您因"违规操作"
具体请查看互助需知
我知道了
×
提示
现在去查看 取消
×
提示
确定
0
微信
客服QQ
Book学术公众号 扫码关注我们
反馈
×
意见反馈
请填写您的意见或建议
请填写您的手机或邮箱
已复制链接
已复制链接
快去分享给好友吧!
我知道了
×
扫码分享
扫码分享
Book学术官方微信
Book学术文献互助
Book学术文献互助群
群 号:481959085
Book学术
文献互助 智能选刊 最新文献 互助须知 联系我们:info@booksci.cn
Book学术提供免费学术资源搜索服务,方便国内外学者检索中英文文献。致力于提供最便捷和优质的服务体验。
Copyright © 2023 Book学术 All rights reserved.
ghs 京公网安备 11010802042870号 京ICP备2023020795号-1