Article(id=1242127737448632355, tenantId=1146029695717560320, journalId=1146031591421210625, issueId=1242127713222329037, articleNumber=null, orderNo=null, doi=10.3981/j.issn.1000-7857.2011.22.011, pmid=null, cstr=null, oa=null, hot=null, price=null, onlineType=0, articleFormat=0, articleType=null, articleTypeStr=null, receivedDate=1307030400000, receivedDateStr=2011-06-03, revisedDate=1308931200000, revisedDateStr=2011-06-25, acceptedDate=null, acceptedDateStr=null, onlineDate=1312732800000, onlineDateStr=2011-08-08, pubDate=1312732800000, pubDateStr=2011-08-08, doiRegisterDate=null, doiRegisterDateStr=null, onlineIssueDate=1312732800000, onlineIssueDateStr=2011-08-08, onlineJustAcceptDate=null, onlineJustAcceptDateStr=null, onlineFirstDate=null, onlineFirstDateStr=null, sourceXml=null, magXml=null, createTime=1774075930223, creator=sys-migrate, updateTime=1774075930223, updator=sys-migrate, issue=Issue{id=1242127713222329037, tenantId=1146029695717560320, journalId=1146031591421210625, year='2011', volume='29', issue='22', pageStart='3', pageEnd='94', issueExtLink='null', onlineDate='null', pubDate='1312732800000', pubDateStr='2011-08-08', beforeIssueId=null, nextIssueId=null, price=null, status=1, issueComplete=1, articleOrder=3, issueType=-1, specialIssue=null, createTime=1774075924448, creator='sys-migrate', updateTime=1774075924448, updator='sys-migrate', preIssue=null, nextIssue=null, articleTotal=null, ext=null, issueFiles=null, downloadFileDto=null}, startPage=68, endPage=71, ext={EN=ArticleExt(id=1242127742699900995, articleId=1242127737448632355, tenantId=1146029695717560320, journalId=1146031591421210625, language=EN, title=Efficiency Evaluation of Two Combined Processes for Treating Tannery Wastewater, columnId=1242116080374710456, journalTitle=Science & Technology Review, columnName=Articles, runingTitle=null, highlight=null, articleAbstract=Two processes used to treat organic wastewater discharged from a tannery are discussed and their treatment efficiencies are compared. The results show that the process of sequencing the batch reactor (SBR) combined with the contact oxidation (O-SBR) is more realistic than that of SBR combined with the hydrolysis acidification (H-SBR). With HRT contact oxidation for 24h and sewage aeration for 5-7h in the SBR, the average removal of 83% for COD and 74% for ammonia are achieved in the O-SBR process. The COD and ammonia in the effluent of the O-SBR process are about 273mg/L and 42mg/L, respectively. With HRT contact oxidation for 24h and the same sewage aeration in the SBR, the average removal of COD and ammonia are only 70% and 5%, respectively, in the H-SBR process. Though the COD is less than 500 mg/L, the ammonia is as high as 163mg/L in the effluent. Furthermore, an attached process to the H-SBR has to be constructed for fetor collection, transfer and treatment., authors=LI Jianzheng¹, CHEN Qingsong¹, KE Weishi², LI Yao², authorsList=LI Jianzheng;CHEN Qingsong;KE Weishi;LI Yao, authorCompany=1. State Key Laboratory of Urban Water Resource and Environment; School of Municipal and Enviroment Engineering, Harbin Institute of Technology, Harbin 150090, China;2. Bailin Environmental Technology Co., Ltd.,Quanzhou 362271, Fujian Province, China, correspAuthors=null, authorNote=null, correspAuthorsNote=null, copyrightStatement=null, copyrightOwner=null, extLink=null, articleAbsUrl=null, sourceXml=null, magXml=null, pdfUrl=null, pdf=OkIwQ51fbFvB6AJPzfjXnQ==, pdfFileSize=1423563, pdfExtLink=null, richHtmlUrl=null, mobilePdfUrl=null, reviewReport=null, pdfFirstPage=null, abstractGraph=null, abstractGraphContent=null, abstractVideo=null, citation=null, cebUrl=null, magXmlContent=null, mapNumber=null, fund=null), CN=ArticleExt(id=1242127740531442479, articleId=1242127737448632355, tenantId=1146029695717560320, journalId=1146031591421210625, language=CN, title=两种制革废水生化处理组合工艺的效能比较, columnId=1146540929516700224, journalTitle=科技导报, columnName=研究论文, runingTitle=null, highlight=null, articleAbstract=借助于实际工程的运行,比较了水解酸化与序批式活性污泥法(SBR)组合工艺(H-SBR)和接触氧化与SBR组合工艺(O-SBR)两套设施处理制革废水的效能。结果表明,接触氧化与SBR组合工艺能有效处理制革废水,在接触氧化HRT 24h、SBR曝气5-7h的条件下,COD和氨氮平均去除率可分别达到83%和74%,出水平均浓度分别为273和42mg/L。采用水解酸化与SBR的组合工艺对预处理后的制革废水进行处理,在水解酸化HRT 24h、SBR曝气5-7h的条件下,COD和氨氮平均去除率分别仅为70%和5%,虽然COD可降低到500mg/L以下,但氨氮高达163mg/L左右,且需配套臭气处理设施。, authors=李建政¹, 陈青松¹, 柯伟士², 李尧², authorsList=李建政;陈青松;柯伟士;李尧, authorCompany=1. 城市水资源与水环境国家重点实验室;哈尔滨工业大学市政环境工程学院,哈尔滨 150090;2. 福建省百林环保技术有限公司,福建泉州 362271, correspAuthors=null, authorNote=null, correspAuthorsNote=null, copyrightStatement=null, copyrightOwner=null, extLink=null, articleAbsUrl=null, sourceXml=null, magXml=null, pdfUrl=null, pdf=uYxrPSMy1eaNaxXgtLAD/Q==, pdfFileSize=1423563, pdfExtLink=null, richHtmlUrl=null, mobilePdfUrl=null, reviewReport=null, pdfFirstPage=null, abstractGraph=null, abstractGraphContent=null, abstractVideo=null, citation=null, cebUrl=null, magXmlContent=null, mapNumber=null, fund=null)}, authors=null, keywords=[Keyword(id=1242127740099429157, tenantId=1146029695717560320, journalId=1146031591421210625, articleId=1242127737448632355, language=CN, orderNo=1, keyword=制革废水), 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