UASB/Flash aeration enable complete treatment of municipal wastewater for reuse
A simple, efficient and cost-effective method for municipal wastewater treatment is examined in this paper. The municipal wastewater is treated using an upflow anaerobic sludge bed (UASB) reactor followed by flash aeration (FA) as the post-treatment, without implementing aerobic biological processes...
Gespeichert in:
| Veröffentlicht in: | Bioprocess and biosystems engineering 2012-08, Vol.35 (6), p.907-913 |
|---|---|
| Hauptverfasser: | , , , , , |
| Format: | Artikel |
| Sprache: | eng |
| Schlagworte: | |
| Online-Zugang: | Volltext |
| Tags: |
Tag hinzufügen
Keine Tags, Fügen Sie den ersten Tag hinzu!
|
| container_end_page | 913 |
|---|---|
| container_issue | 6 |
| container_start_page | 907 |
| container_title | Bioprocess and biosystems engineering |
| container_volume | 35 |
| creator | Khan, Abid Ali Gaur, Rubia Zahid Lew, Beni Diamantis, Vasileios Mehrotra, Indu Kazmi, A. A |
| description | A simple, efficient and cost-effective method for municipal wastewater treatment is examined in this paper. The municipal wastewater is treated using an upflow anaerobic sludge bed (UASB) reactor followed by flash aeration (FA) as the post-treatment, without implementing aerobic biological processes. The UASB reactor was operated without recycle, at hydraulic retention time (HRT) of 8 h and achieved consistent removal of BOD, COD and TSS of 60–70% for more than 12 months. The effect of FA on UASB effluent post-treatment was studied at different HRT (15, 30 and 60 min) and dissolved oxygen (DO) concentrations (low DO = 1–2 mg/L and high DO = 5–6 mg/L). The optimum conditions for BOD, COD and sulfide removal were 30–60 min HRT and high DO concentration inside the FA tank. The final effluent after clarification was characterized by BOD and COD values of 28–35 and 50–58 mg/L, respectively. Sulfides were removed by more than 80%, but the fecal coliform only by ~2 log. The UASB followed by FA is a simple and efficient process for municipal wastewater treatment, except for fecal coliform, enabling water and nutrients recycling to agriculture. |
| doi_str_mv | 10.1007/s00449-011-0675-z |
| format | Article |
| fullrecord | <record><control><sourceid>proquest_cross</sourceid><recordid>TN_cdi_proquest_miscellaneous_1028026252</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><sourcerecordid>1020190762</sourcerecordid><originalsourceid>FETCH-LOGICAL-c459t-f0b5c4348f0cd751fe6396a332be2ef670a979abd1195b68d495a102cfb093623</originalsourceid><addsrcrecordid>eNqNkkFr3DAQhU1pSdK0P6CX1lAKvTgZSZZsHdPQpIVADumexVg7Sh1sayvJhOTXVxtvmlIo5KQBfe_NDG-K4h2DIwbQHEeAutYVMFaBamR1_6I4YIrJqlEgXz7WUrP94nWMNwBMthz2in3OOWu1FgfF5erk6svx2YDxZ4kUMPV-KmnCbqDS-nEzUKIyBcI00pRK78pxnnrbb3AobzEmusVEoXQ-lIHmSG-KVw6HSG9372GxOvv64_RbdXF5_v305KKytdSpctBJW4u6dWDXjWSOlNAKheAdcXKqAdSNxm7NmJadate1lsiAW9eBFoqLw-Lz4rsJ_tdMMZmxj5aGASfyczSZbYErLp-FAtPQPLh-_Ae98XOY8iKZYrpVLW-3FFsoG3yMgZzZhH7EcJchsw3GLMGYHIzZBmPus-b9znnuRlr_UTwmkYFPOwCjxcEFnGwfnzgFrOFi25wvXMxf0zWFv0f8f_cPi8ihN3gdsvHqKm8t80moWiglfgNPI60q</addsrcrecordid><sourcetype>Aggregation Database</sourcetype><iscdi>true</iscdi><recordtype>article</recordtype><pqid>1019868282</pqid></control><display><type>article</type><title>UASB/Flash aeration enable complete treatment of municipal wastewater for reuse</title><source>MEDLINE</source><source>SpringerLink Journals - AutoHoldings</source><creator>Khan, Abid Ali ; Gaur, Rubia Zahid ; Lew, Beni ; Diamantis, Vasileios ; Mehrotra, Indu ; Kazmi, A. A</creator><creatorcontrib>Khan, Abid Ali ; Gaur, Rubia Zahid ; Lew, Beni ; Diamantis, Vasileios ; Mehrotra, Indu ; Kazmi, A. A</creatorcontrib><description>A simple, efficient and cost-effective method for municipal wastewater treatment is examined in this paper. The municipal wastewater is treated using an upflow anaerobic sludge bed (UASB) reactor followed by flash aeration (FA) as the post-treatment, without implementing aerobic biological processes. The UASB reactor was operated without recycle, at hydraulic retention time (HRT) of 8 h and achieved consistent removal of BOD, COD and TSS of 60–70% for more than 12 months. The effect of FA on UASB effluent post-treatment was studied at different HRT (15, 30 and 60 min) and dissolved oxygen (DO) concentrations (low DO = 1–2 mg/L and high DO = 5–6 mg/L). The optimum conditions for BOD, COD and sulfide removal were 30–60 min HRT and high DO concentration inside the FA tank. The final effluent after clarification was characterized by BOD and COD values of 28–35 and 50–58 mg/L, respectively. Sulfides were removed by more than 80%, but the fecal coliform only by ~2 log. The UASB followed by FA is a simple and efficient process for municipal wastewater treatment, except for fecal coliform, enabling water and nutrients recycling to agriculture.</description><identifier>ISSN: 1615-7591</identifier><identifier>EISSN: 1615-7605</identifier><identifier>DOI: 10.1007/s00449-011-0675-z</identifier><identifier>PMID: 22218993</identifier><language>eng</language><publisher>Berlin/Heidelberg: Springer-Verlag</publisher><subject>Aeration ; Bacteria ; Biochemical oxygen demand ; Biodegradation ; Biological and medical sciences ; bioprocessing ; Bioreactors ; Bioreactors - microbiology ; Biotechnology ; chemical oxygen demand ; Chemistry ; Chemistry and Materials Science ; coliform bacteria ; cost effectiveness ; Dissolved oxygen ; engineering ; Environmental Engineering/Biotechnology ; Food Science ; Fundamental and applied biological sciences. Psychology ; Industrial and Production Engineering ; Industrial Chemistry/Chemical Engineering ; Methods. Procedures. Technologies ; Municipal wastewater ; nutrients ; Original Paper ; Oxygen - metabolism ; Oxygen Consumption - physiology ; Reactors ; Retention time ; Sewage - microbiology ; Sludge ; Sludge bed ; Sulfides ; Sulfides - metabolism ; upflow anaerobic sludge blanket reactor ; Various methods and equipments ; Waste Disposal, Fluid - methods ; Wastewater reuse ; Wastewater treatment ; Water Purification - methods ; Water reuse ; Water treatment</subject><ispartof>Bioprocess and biosystems engineering, 2012-08, Vol.35 (6), p.907-913</ispartof><rights>Springer-Verlag 2012</rights><rights>2015 INIST-CNRS</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c459t-f0b5c4348f0cd751fe6396a332be2ef670a979abd1195b68d495a102cfb093623</citedby><cites>FETCH-LOGICAL-c459t-f0b5c4348f0cd751fe6396a332be2ef670a979abd1195b68d495a102cfb093623</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktopdf>$$Uhttps://link.springer.com/content/pdf/10.1007/s00449-011-0675-z$$EPDF$$P50$$Gspringer$$H</linktopdf><linktohtml>$$Uhttps://link.springer.com/10.1007/s00449-011-0675-z$$EHTML$$P50$$Gspringer$$H</linktohtml><link.rule.ids>314,780,784,27924,27925,41488,42557,51319</link.rule.ids><backlink>$$Uhttp://pascal-francis.inist.fr/vibad/index.php?action=getRecordDetail&idt=26017232$$DView record in Pascal Francis$$Hfree_for_read</backlink><backlink>$$Uhttps://www.ncbi.nlm.nih.gov/pubmed/22218993$$D View this record in MEDLINE/PubMed$$Hfree_for_read</backlink></links><search><creatorcontrib>Khan, Abid Ali</creatorcontrib><creatorcontrib>Gaur, Rubia Zahid</creatorcontrib><creatorcontrib>Lew, Beni</creatorcontrib><creatorcontrib>Diamantis, Vasileios</creatorcontrib><creatorcontrib>Mehrotra, Indu</creatorcontrib><creatorcontrib>Kazmi, A. A</creatorcontrib><title>UASB/Flash aeration enable complete treatment of municipal wastewater for reuse</title><title>Bioprocess and biosystems engineering</title><addtitle>Bioprocess Biosyst Eng</addtitle><addtitle>Bioprocess Biosyst Eng</addtitle><description>A simple, efficient and cost-effective method for municipal wastewater treatment is examined in this paper. The municipal wastewater is treated using an upflow anaerobic sludge bed (UASB) reactor followed by flash aeration (FA) as the post-treatment, without implementing aerobic biological processes. The UASB reactor was operated without recycle, at hydraulic retention time (HRT) of 8 h and achieved consistent removal of BOD, COD and TSS of 60–70% for more than 12 months. The effect of FA on UASB effluent post-treatment was studied at different HRT (15, 30 and 60 min) and dissolved oxygen (DO) concentrations (low DO = 1–2 mg/L and high DO = 5–6 mg/L). The optimum conditions for BOD, COD and sulfide removal were 30–60 min HRT and high DO concentration inside the FA tank. The final effluent after clarification was characterized by BOD and COD values of 28–35 and 50–58 mg/L, respectively. Sulfides were removed by more than 80%, but the fecal coliform only by ~2 log. The UASB followed by FA is a simple and efficient process for municipal wastewater treatment, except for fecal coliform, enabling water and nutrients recycling to agriculture.</description><subject>Aeration</subject><subject>Bacteria</subject><subject>Biochemical oxygen demand</subject><subject>Biodegradation</subject><subject>Biological and medical sciences</subject><subject>bioprocessing</subject><subject>Bioreactors</subject><subject>Bioreactors - microbiology</subject><subject>Biotechnology</subject><subject>chemical oxygen demand</subject><subject>Chemistry</subject><subject>Chemistry and Materials Science</subject><subject>coliform bacteria</subject><subject>cost effectiveness</subject><subject>Dissolved oxygen</subject><subject>engineering</subject><subject>Environmental Engineering/Biotechnology</subject><subject>Food Science</subject><subject>Fundamental and applied biological sciences. Psychology</subject><subject>Industrial and Production Engineering</subject><subject>Industrial Chemistry/Chemical Engineering</subject><subject>Methods. Procedures. Technologies</subject><subject>Municipal wastewater</subject><subject>nutrients</subject><subject>Original Paper</subject><subject>Oxygen - metabolism</subject><subject>Oxygen Consumption - physiology</subject><subject>Reactors</subject><subject>Retention time</subject><subject>Sewage - microbiology</subject><subject>Sludge</subject><subject>Sludge bed</subject><subject>Sulfides</subject><subject>Sulfides - metabolism</subject><subject>upflow anaerobic sludge blanket reactor</subject><subject>Various methods and equipments</subject><subject>Waste Disposal, Fluid - methods</subject><subject>Wastewater reuse</subject><subject>Wastewater treatment</subject><subject>Water Purification - methods</subject><subject>Water reuse</subject><subject>Water treatment</subject><issn>1615-7591</issn><issn>1615-7605</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2012</creationdate><recordtype>article</recordtype><sourceid>EIF</sourceid><sourceid>ABUWG</sourceid><sourceid>AFKRA</sourceid><sourceid>AZQEC</sourceid><sourceid>BENPR</sourceid><sourceid>CCPQU</sourceid><sourceid>DWQXO</sourceid><sourceid>GNUQQ</sourceid><recordid>eNqNkkFr3DAQhU1pSdK0P6CX1lAKvTgZSZZsHdPQpIVADumexVg7Sh1sayvJhOTXVxtvmlIo5KQBfe_NDG-K4h2DIwbQHEeAutYVMFaBamR1_6I4YIrJqlEgXz7WUrP94nWMNwBMthz2in3OOWu1FgfF5erk6svx2YDxZ4kUMPV-KmnCbqDS-nEzUKIyBcI00pRK78pxnnrbb3AobzEmusVEoXQ-lIHmSG-KVw6HSG9372GxOvv64_RbdXF5_v305KKytdSpctBJW4u6dWDXjWSOlNAKheAdcXKqAdSNxm7NmJadate1lsiAW9eBFoqLw-Lz4rsJ_tdMMZmxj5aGASfyczSZbYErLp-FAtPQPLh-_Ae98XOY8iKZYrpVLW-3FFsoG3yMgZzZhH7EcJchsw3GLMGYHIzZBmPus-b9znnuRlr_UTwmkYFPOwCjxcEFnGwfnzgFrOFi25wvXMxf0zWFv0f8f_cPi8ihN3gdsvHqKm8t80moWiglfgNPI60q</recordid><startdate>20120801</startdate><enddate>20120801</enddate><creator>Khan, Abid Ali</creator><creator>Gaur, Rubia Zahid</creator><creator>Lew, Beni</creator><creator>Diamantis, Vasileios</creator><creator>Mehrotra, Indu</creator><creator>Kazmi, A. A</creator><general>Springer-Verlag</general><general>Springer</general><general>Springer Nature B.V</general><scope>FBQ</scope><scope>IQODW</scope><scope>CGR</scope><scope>CUY</scope><scope>CVF</scope><scope>ECM</scope><scope>EIF</scope><scope>NPM</scope><scope>AAYXX</scope><scope>CITATION</scope><scope>3V.</scope><scope>7QL</scope><scope>7T7</scope><scope>7X7</scope><scope>7XB</scope><scope>88A</scope><scope>88E</scope><scope>88I</scope><scope>8AO</scope><scope>8FD</scope><scope>8FE</scope><scope>8FH</scope><scope>8FI</scope><scope>8FJ</scope><scope>8FK</scope><scope>ABUWG</scope><scope>AFKRA</scope><scope>AZQEC</scope><scope>BBNVY</scope><scope>BENPR</scope><scope>BHPHI</scope><scope>C1K</scope><scope>CCPQU</scope><scope>DWQXO</scope><scope>FR3</scope><scope>FYUFA</scope><scope>GHDGH</scope><scope>GNUQQ</scope><scope>HCIFZ</scope><scope>K9.</scope><scope>LK8</scope><scope>M0S</scope><scope>M1P</scope><scope>M2P</scope><scope>M7N</scope><scope>M7P</scope><scope>P64</scope><scope>PQEST</scope><scope>PQQKQ</scope><scope>PQUKI</scope><scope>Q9U</scope><scope>7X8</scope><scope>7QO</scope></search><sort><creationdate>20120801</creationdate><title>UASB/Flash aeration enable complete treatment of municipal wastewater for reuse</title><author>Khan, Abid Ali ; Gaur, Rubia Zahid ; Lew, Beni ; Diamantis, Vasileios ; Mehrotra, Indu ; Kazmi, A. A</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c459t-f0b5c4348f0cd751fe6396a332be2ef670a979abd1195b68d495a102cfb093623</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2012</creationdate><topic>Aeration</topic><topic>Bacteria</topic><topic>Biochemical oxygen demand</topic><topic>Biodegradation</topic><topic>Biological and medical sciences</topic><topic>bioprocessing</topic><topic>Bioreactors</topic><topic>Bioreactors - microbiology</topic><topic>Biotechnology</topic><topic>chemical oxygen demand</topic><topic>Chemistry</topic><topic>Chemistry and Materials Science</topic><topic>coliform bacteria</topic><topic>cost effectiveness</topic><topic>Dissolved oxygen</topic><topic>engineering</topic><topic>Environmental Engineering/Biotechnology</topic><topic>Food Science</topic><topic>Fundamental and applied biological sciences. Psychology</topic><topic>Industrial and Production Engineering</topic><topic>Industrial Chemistry/Chemical Engineering</topic><topic>Methods. Procedures. Technologies</topic><topic>Municipal wastewater</topic><topic>nutrients</topic><topic>Original Paper</topic><topic>Oxygen - metabolism</topic><topic>Oxygen Consumption - physiology</topic><topic>Reactors</topic><topic>Retention time</topic><topic>Sewage - microbiology</topic><topic>Sludge</topic><topic>Sludge bed</topic><topic>Sulfides</topic><topic>Sulfides - metabolism</topic><topic>upflow anaerobic sludge blanket reactor</topic><topic>Various methods and equipments</topic><topic>Waste Disposal, Fluid - methods</topic><topic>Wastewater reuse</topic><topic>Wastewater treatment</topic><topic>Water Purification - methods</topic><topic>Water reuse</topic><topic>Water treatment</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Khan, Abid Ali</creatorcontrib><creatorcontrib>Gaur, Rubia Zahid</creatorcontrib><creatorcontrib>Lew, Beni</creatorcontrib><creatorcontrib>Diamantis, Vasileios</creatorcontrib><creatorcontrib>Mehrotra, Indu</creatorcontrib><creatorcontrib>Kazmi, A. A</creatorcontrib><collection>AGRIS</collection><collection>Pascal-Francis</collection><collection>Medline</collection><collection>MEDLINE</collection><collection>MEDLINE (Ovid)</collection><collection>MEDLINE</collection><collection>MEDLINE</collection><collection>PubMed</collection><collection>CrossRef</collection><collection>ProQuest Central (Corporate)</collection><collection>Bacteriology Abstracts (Microbiology B)</collection><collection>Industrial and Applied Microbiology Abstracts (Microbiology A)</collection><collection>Health & Medical Collection</collection><collection>ProQuest Central (purchase pre-March 2016)</collection><collection>Biology Database (Alumni Edition)</collection><collection>Medical Database (Alumni Edition)</collection><collection>Science Database (Alumni Edition)</collection><collection>ProQuest Pharma Collection</collection><collection>Technology Research Database</collection><collection>ProQuest SciTech Collection</collection><collection>ProQuest Natural Science Collection</collection><collection>Hospital Premium Collection</collection><collection>Hospital Premium Collection (Alumni Edition)</collection><collection>ProQuest Central (Alumni) (purchase pre-March 2016)</collection><collection>ProQuest Central (Alumni Edition)</collection><collection>ProQuest Central UK/Ireland</collection><collection>ProQuest Central Essentials</collection><collection>Biological Science Collection</collection><collection>ProQuest Central</collection><collection>Natural Science Collection</collection><collection>Environmental Sciences and Pollution Management</collection><collection>ProQuest One Community College</collection><collection>ProQuest Central Korea</collection><collection>Engineering Research Database</collection><collection>Health Research Premium Collection</collection><collection>Health Research Premium Collection (Alumni)</collection><collection>ProQuest Central Student</collection><collection>SciTech Premium Collection</collection><collection>ProQuest Health & Medical Complete (Alumni)</collection><collection>ProQuest Biological Science Collection</collection><collection>Health & Medical Collection (Alumni Edition)</collection><collection>Medical Database</collection><collection>Science Database</collection><collection>Algology Mycology and Protozoology Abstracts (Microbiology C)</collection><collection>Biological Science Database</collection><collection>Biotechnology and BioEngineering Abstracts</collection><collection>ProQuest One Academic Eastern Edition (DO NOT USE)</collection><collection>ProQuest One Academic</collection><collection>ProQuest One Academic UKI Edition</collection><collection>ProQuest Central Basic</collection><collection>MEDLINE - Academic</collection><collection>Biotechnology Research Abstracts</collection><jtitle>Bioprocess and biosystems engineering</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Khan, Abid Ali</au><au>Gaur, Rubia Zahid</au><au>Lew, Beni</au><au>Diamantis, Vasileios</au><au>Mehrotra, Indu</au><au>Kazmi, A. A</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>UASB/Flash aeration enable complete treatment of municipal wastewater for reuse</atitle><jtitle>Bioprocess and biosystems engineering</jtitle><stitle>Bioprocess Biosyst Eng</stitle><addtitle>Bioprocess Biosyst Eng</addtitle><date>2012-08-01</date><risdate>2012</risdate><volume>35</volume><issue>6</issue><spage>907</spage><epage>913</epage><pages>907-913</pages><issn>1615-7591</issn><eissn>1615-7605</eissn><abstract>A simple, efficient and cost-effective method for municipal wastewater treatment is examined in this paper. The municipal wastewater is treated using an upflow anaerobic sludge bed (UASB) reactor followed by flash aeration (FA) as the post-treatment, without implementing aerobic biological processes. The UASB reactor was operated without recycle, at hydraulic retention time (HRT) of 8 h and achieved consistent removal of BOD, COD and TSS of 60–70% for more than 12 months. The effect of FA on UASB effluent post-treatment was studied at different HRT (15, 30 and 60 min) and dissolved oxygen (DO) concentrations (low DO = 1–2 mg/L and high DO = 5–6 mg/L). The optimum conditions for BOD, COD and sulfide removal were 30–60 min HRT and high DO concentration inside the FA tank. The final effluent after clarification was characterized by BOD and COD values of 28–35 and 50–58 mg/L, respectively. Sulfides were removed by more than 80%, but the fecal coliform only by ~2 log. The UASB followed by FA is a simple and efficient process for municipal wastewater treatment, except for fecal coliform, enabling water and nutrients recycling to agriculture.</abstract><cop>Berlin/Heidelberg</cop><pub>Springer-Verlag</pub><pmid>22218993</pmid><doi>10.1007/s00449-011-0675-z</doi><tpages>7</tpages></addata></record> |
| fulltext | fulltext |
| identifier | ISSN: 1615-7591 |
| ispartof | Bioprocess and biosystems engineering, 2012-08, Vol.35 (6), p.907-913 |
| issn | 1615-7591 1615-7605 |
| language | eng |
| recordid | cdi_proquest_miscellaneous_1028026252 |
| source | MEDLINE; SpringerLink Journals - AutoHoldings |
| subjects | Aeration Bacteria Biochemical oxygen demand Biodegradation Biological and medical sciences bioprocessing Bioreactors Bioreactors - microbiology Biotechnology chemical oxygen demand Chemistry Chemistry and Materials Science coliform bacteria cost effectiveness Dissolved oxygen engineering Environmental Engineering/Biotechnology Food Science Fundamental and applied biological sciences. Psychology Industrial and Production Engineering Industrial Chemistry/Chemical Engineering Methods. Procedures. Technologies Municipal wastewater nutrients Original Paper Oxygen - metabolism Oxygen Consumption - physiology Reactors Retention time Sewage - microbiology Sludge Sludge bed Sulfides Sulfides - metabolism upflow anaerobic sludge blanket reactor Various methods and equipments Waste Disposal, Fluid - methods Wastewater reuse Wastewater treatment Water Purification - methods Water reuse Water treatment |
| title | UASB/Flash aeration enable complete treatment of municipal wastewater for reuse |
| url | https://sfx.bib-bvb.de/sfx_tum?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-01-05T05%3A41%3A35IST&url_ver=Z39.88-2004&url_ctx_fmt=infofi/fmt:kev:mtx:ctx&rfr_id=info:sid/primo.exlibrisgroup.com:primo3-Article-proquest_cross&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.atitle=UASB/Flash%20aeration%20enable%20complete%20treatment%20of%20municipal%20wastewater%20for%20reuse&rft.jtitle=Bioprocess%20and%20biosystems%20engineering&rft.au=Khan,%20Abid%20Ali&rft.date=2012-08-01&rft.volume=35&rft.issue=6&rft.spage=907&rft.epage=913&rft.pages=907-913&rft.issn=1615-7591&rft.eissn=1615-7605&rft_id=info:doi/10.1007/s00449-011-0675-z&rft_dat=%3Cproquest_cross%3E1020190762%3C/proquest_cross%3E%3Curl%3E%3C/url%3E&disable_directlink=true&sfx.directlink=off&sfx.report_link=0&rft_id=info:oai/&rft_pqid=1019868282&rft_id=info:pmid/22218993&rfr_iscdi=true |