Article(id=1242139403431260614, tenantId=1146029695717560320, journalId=1146031591421210625, issueId=1242139380912038864, articleNumber=null, orderNo=14, doi=10.3981/j.issn.1000-7857.2021.17.007, pmid=null, cstr=null, oa=null, hot=null, price=null, onlineType=0, articleFormat=0, articleType=null, articleTypeStr=null, receivedDate=1615219200000, receivedDateStr=2021-03-09, revisedDate=1625068800000, revisedDateStr=2021-07-01, acceptedDate=null, acceptedDateStr=null, onlineDate=1632386543037, onlineDateStr=2021-09-23, pubDate=1631462400000, pubDateStr=2021-09-13, doiRegisterDate=null, doiRegisterDateStr=null, onlineIssueDate=1632386543037, onlineIssueDateStr=2021-09-23, onlineJustAcceptDate=null, onlineJustAcceptDateStr=null, onlineFirstDate=null, onlineFirstDateStr=null, sourceXml=null, magXml=null, createTime=1774078711608, creator=sys-migrate, updateTime=1774078711608, updator=sys-migrate, issue=Issue{id=1242139380912038864, tenantId=1146029695717560320, journalId=1146031591421210625, year='2021', volume='39', issue='17', pageStart='1', pageEnd='120', issueExtLink='null', onlineDate='null', pubDate='1631462400000', pubDateStr='2021-09-13', beforeIssueId=null, nextIssueId=null, price=null, status=1, issueComplete=1, articleOrder=3, issueType=-1, specialIssue=null, createTime=1774078706240, creator='sys-migrate', updateTime=1774078706240, updator='sys-migrate', preIssue=null, nextIssue=null, articleTotal=null, ext=null, issueFiles=null, downloadFileDto=null}, startPage=55, endPage=62, ext={EN=ArticleExt(id=1242139410519629889, articleId=1242139403431260614, tenantId=1146029695717560320, journalId=1146031591421210625, language=EN, title=Adsorption property and mechanism of aniline on coal activated carbon, columnId=1242139396879753218, journalTitle=Science & Technology Review, columnName=Exclusive: Fine chemical wastewater treatment technology, runingTitle=null, highlight=null, articleAbstract=The study on adsorption performance and mechanism of aniline on coal granular activated carbon is important technical support for removing a large number of aniline pollutants in dye wastewater. Through adsorption experiments of aniline on coal based granular activated carbons with different concentrations, carbon dosages/COD, adsorption times and pH values, and the adsorption isotherm and adsorption kinetics curves it is shown that the removal rate of aniline and the unit adsorption capacity of aniline are 17.28 mg/g and 98.8%, respectively when the single control variable is carbon dosage/COD of 4.5, under the premise of other conditions being unchanged. When pH value is 5, the aniline removal efficiency is the best. Aniline removal rate and unit adsorption capacity are 16.17 mg/g and 92.47%, respectively. Similarly, when other variables remain unchanged, the higher the concentration, the higher the unit adsorption capacity, but the lower the removal rate; the longer the adsorption time, the higher the adsorption capacity and removal rate. The fitting degree of Langmuir isotherm equation is 0.9929, indicating that a monomolecular layer of aniline is adsorbed on the surface of coal granular activated carbon. The Freundlich characteristic constant 1/n is 0.3363, indicating that this adsorption process is easy to occur. In addition, the adsorption process is more in line with the quasi-second-order kinetics, and the adsorption rate is controlled by internal diffusion and internal surface adsorption process. This study provides reference for improving operating efficiency and reducing treatment cost of activated carbon adsorption process., authors=GAO Yu1,2, LUO Litao2,3, CHANG Fengmin2, CHEN Zhaolin2, YUAN Jing2, QIU Huagang4, authorsList=GAO Yu, LUO Litao, CHANG Fengmin, CHEN Zhaolin, YUAN Jing, QIU Huagang, authorCompany=1. Department of Environment Science and Engineering, North China Electric Power University(Baoding), Baoding 071003, China;
2. Beijing Guohuan Tsinghua Environmental Engineering Design & Research Institute Co., Ltd., Beijing 100084, China;
3. College of Civil and Architectural Engineering, North China University of Science and Technology, Tangshan 063210, China;
4. Zhejiang Huanxing Machinery Co., Ltd., Hangzhou 311251, China, correspAuthors=null, authorNote=null, correspAuthorsNote=null, copyrightStatement=null, copyrightOwner=null, extLink=null, articleAbsUrl=null, sourceXml=null, magXml=null, pdfUrl=null, pdf=ADuKVanvwpwMO+Mv/HoGug==, pdfFileSize=2568264, 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=1242139409504608311, articleId=1242139403431260614, tenantId=1146029695717560320, journalId=1146031591421210625, language=CN, title=煤质颗粒活性炭对染料废水中苯胺的吸附性能及机理, columnId=1242139396015727613, journalTitle=科技导报, columnName=专题:精细化工废水处理技术, runingTitle=null, highlight=null, articleAbstract=研究煤质颗粒活性炭对苯胺的吸附性能及机理对染料废水中大量苯胺类污染物的去除具有重要的技术支撑作用。开展了炭投加量/化学需氧量(COD)、不同浓度、吸附时间及pH值的煤质颗粒活性炭对苯胺的吸附实验,绘制吸附等温线及吸附动力学曲线。结果表明在单因素条件下,随着炭投加量/COD增加,废水中苯胺污染物去除率逐渐上升,且当炭投加量/COD大于4.5时,去除率上升幅度较小,考虑运行经济成本,建议最优炭投加量/COD取4.5;苯胺初始浓度越大,单位吸附量增大,去除率降低;吸附时间越长,吸附量与去除率均上升;pH值在1~4时,去除率及吸附量逐渐上升,当pH值为5时苯胺去除效果最好,随着pH值继续上升,去除率及吸附量有下降趋势。Langmuir等温线方程拟合度高达0.99,苯胺在煤质颗粒活性炭表面发生单分子层吸附;Freundlich等温线方程特征常数小于0.5,为0.33,煤质颗粒活性炭对苯胺有较强吸附性;吸附过程符合准二级动力学特征,说明煤质颗粒活性炭对苯胺吸附作用力强,饱和煤质颗粒活性炭再生方式应采取热再生;根据Weber-Morris方程特征曲线,依次发生了表面吸附、粒子内扩散及内表面吸附3个阶段吸附过程,水中有机物去除速度在表面吸附阶段最快,说明煤质颗粒活性炭比表面积为吸附效果的主要影响因素,而微孔数量的影响较小。, authors=高誉1,2, 罗莉涛2,3, 常风民2, 陈兆林2, 袁婧2, 裘华刚4, authorsList=高誉, 罗莉涛, 常风民, 陈兆林, 袁婧, 裘华刚, authorCompany=1. 华北电力大学(保定)环境科学与工程系, 保定 071003;
2. 北京国环清华环境工程设计研究院有限公司, 北京 100084;
3. 华北理工大学建筑工程学院, 唐山 063210;
4. 浙江环兴机械有限公司, 杭州 311251, correspAuthors=null, authorNote=高誉,硕士研究生,研究方向为水资源与水污染控制,电子信箱:gaoyuyu@tsinghua.edu.cn, correspAuthorsNote=陈兆林(通信作者),教授级高级工程师,研究方向为水资源与水污染控制,电子信箱:zhaolinbest@126.com, copyrightStatement=null, copyrightOwner=null, extLink=null, articleAbsUrl=null, sourceXml=null, magXml=null, pdfUrl=null, pdf=JINtJGNQsI3Z5CnlnwtHHg==, pdfFileSize=2568264, 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=“十三五”国家水体污染控制与治理科技重大专项(2018ZX07402005))}, authors=null, keywords=[Keyword(id=1242139405528408097, tenantId=1146029695717560320, journalId=1146031591421210625, articleId=1242139403431260614, language=CN, orderNo=1, keyword=苯胺), Keyword(id=1242139407441010731, tenantId=1146029695717560320, journalId=1146031591421210625, articleId=1242139403431260614, language=CN, orderNo=1, keyword=煤质颗粒活性炭), 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煤质颗粒活性炭对染料废水中苯胺的吸附性能及机理
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科技导报 | 专题:精细化工废水处理技术 2021,39(17): 55-62
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科技导报 | 专题:精细化工废水处理技术 2021, 39(17): 55-62
煤质颗粒活性炭对染料废水中苯胺的吸附性能及机理
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高誉1,2, 罗莉涛2,3, 常风民2, 陈兆林2, 袁婧2, 裘华刚4
作者信息
    1. 华北电力大学(保定)环境科学与工程系, 保定 071003;
    2. 北京国环清华环境工程设计研究院有限公司, 北京 100084;
    3. 华北理工大学建筑工程学院, 唐山 063210;
    4. 浙江环兴机械有限公司, 杭州 311251

通讯作者:

陈兆林(通信作者),教授级高级工程师,研究方向为水资源与水污染控制,电子信箱:zhaolinbest@126.com
Adsorption property and mechanism of aniline on coal activated carbon
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出版时间: 2021-09-13 doi: 10.3981/j.issn.1000-7857.2021.17.007
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研究煤质颗粒活性炭对苯胺的吸附性能及机理对染料废水中大量苯胺类污染物的去除具有重要的技术支撑作用。开展了炭投加量/化学需氧量(COD)、不同浓度、吸附时间及pH值的煤质颗粒活性炭对苯胺的吸附实验,绘制吸附等温线及吸附动力学曲线。结果表明在单因素条件下,随着炭投加量/COD增加,废水中苯胺污染物去除率逐渐上升,且当炭投加量/COD大于4.5时,去除率上升幅度较小,考虑运行经济成本,建议最优炭投加量/COD取4.5;苯胺初始浓度越大,单位吸附量增大,去除率降低;吸附时间越长,吸附量与去除率均上升;pH值在1~4时,去除率及吸附量逐渐上升,当pH值为5时苯胺去除效果最好,随着pH值继续上升,去除率及吸附量有下降趋势。Langmuir等温线方程拟合度高达0.99,苯胺在煤质颗粒活性炭表面发生单分子层吸附;Freundlich等温线方程特征常数小于0.5,为0.33,煤质颗粒活性炭对苯胺有较强吸附性;吸附过程符合准二级动力学特征,说明煤质颗粒活性炭对苯胺吸附作用力强,饱和煤质颗粒活性炭再生方式应采取热再生;根据Weber-Morris方程特征曲线,依次发生了表面吸附、粒子内扩散及内表面吸附3个阶段吸附过程,水中有机物去除速度在表面吸附阶段最快,说明煤质颗粒活性炭比表面积为吸附效果的主要影响因素,而微孔数量的影响较小。
苯胺  /  煤质颗粒活性炭  /  吸附机理
The study on adsorption performance and mechanism of aniline on coal granular activated carbon is important technical support for removing a large number of aniline pollutants in dye wastewater. Through adsorption experiments of aniline on coal based granular activated carbons with different concentrations, carbon dosages/COD, adsorption times and pH values, and the adsorption isotherm and adsorption kinetics curves it is shown that the removal rate of aniline and the unit adsorption capacity of aniline are 17.28 mg/g and 98.8%, respectively when the single control variable is carbon dosage/COD of 4.5, under the premise of other conditions being unchanged. When pH value is 5, the aniline removal efficiency is the best. Aniline removal rate and unit adsorption capacity are 16.17 mg/g and 92.47%, respectively. Similarly, when other variables remain unchanged, the higher the concentration, the higher the unit adsorption capacity, but the lower the removal rate; the longer the adsorption time, the higher the adsorption capacity and removal rate. The fitting degree of Langmuir isotherm equation is 0.9929, indicating that a monomolecular layer of aniline is adsorbed on the surface of coal granular activated carbon. The Freundlich characteristic constant 1/n is 0.3363, indicating that this adsorption process is easy to occur. In addition, the adsorption process is more in line with the quasi-second-order kinetics, and the adsorption rate is controlled by internal diffusion and internal surface adsorption process. This study provides reference for improving operating efficiency and reducing treatment cost of activated carbon adsorption process.
aniline  /  coal granular activated carbon  /  adsorption mechanism
高誉, 罗莉涛, 常风民, 陈兆林, 袁婧, 裘华刚. 煤质颗粒活性炭对染料废水中苯胺的吸附性能及机理. 科技导报, 2021 , 39 (17) : 55 -62 . DOI: 10.3981/j.issn.1000-7857.2021.17.007
GAO Yu, LUO Litao, CHANG Fengmin, CHEN Zhaolin, YUAN Jing, QIU Huagang. Adsorption property and mechanism of aniline on coal activated carbon[J]. Science & Technology Review, 2021 , 39 (17) : 55 -62 . DOI: 10.3981/j.issn.1000-7857.2021.17.007
2021年第39卷第17期
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doi: 10.3981/j.issn.1000-7857.2021.17.007
  • 接收时间:2021-03-09
  • 首发时间:2021-09-23
  • 出版时间:2021-09-13
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  • 收稿日期:2021-03-09
  • 修回日期:2021-07-01
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陈兆林(通信作者),教授级高级工程师,研究方向为水资源与水污染控制,电子信箱:zhaolinbest@126.com
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2种不同金属材料的力学参数

Family
属数
Number of
genus
种数
Number of
species
占总种数比例
Percentage of
total species (%)

Genus
种数
Number of
species
占总种数比例
Percentage of total
species (%)
鹅膏菌科Amanitaceae 2 11 5.26 鹅膏菌属 Amanita 10 4.78
小菇科 Mycenaceae 2 12 5.74 丝盖伞属 Inocybe 5 2.39
多孔菌科 Polyporaceae 8 14 6.70 蜡蘑属 Laccaria 5 2.39
红菇科 Russulaceae 3 23 11.00 小皮伞属 Marasmius 6 2.87
小菇属 Mycena 11 5.26
光柄菇属 Pluteus 5 2.39
红菇属 Russula 17 8.13
栓菌属 Trametes 5 2.39
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