Technical feasibility study of an onshore ballast water treatment system
To fulfill the requirements of Guidelines for approval of ballast water management system (G8), a set of onshore ballast water treatment equipment utilizing micro-pore ceramic filtration (MPCF) and UV radiation (MPCF&UV) system was designed and set up with a maximum flow rate of 80 m 3·h -1. Tec...
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| Veröffentlicht in: | Frontiers of environmental science & engineering 2011-12, Vol.5 (4), p.610-614 |
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| container_title | Frontiers of environmental science & engineering |
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| creator | LIU, Shengjie ZHANG, Manxia LI, Xiang TANG, Xiaojia ZHANG, Lingling ZHU, Yimin YUAN, Chengyu |
| description | To fulfill the requirements of Guidelines for approval of ballast water management system (G8), a set of onshore ballast water treatment equipment utilizing micro-pore ceramic filtration (MPCF) and UV radiation (MPCF&UV) system was designed and set up with a maximum flow rate of 80 m 3·h -1. Technical feasibilities of MPCF&UV system were evaluated in three areas: removal efficiencies of indicator organism and oceanic bacteria, perdurability of a ceramic filter, and application on native seawater. The results showed that no indicator organism ( Dunaliella) or oceanic bacteria was detected after treatment of 20 L MPCF and UV radiation at 1.3× 10 4 μW·s·cm -2. A 20 L ceramic filter can run continuously for 5.3 h at the flow rate of 15 m 3·h -1 before its pressure drop up to 0.195 MPa. The removal percentage of total plankton amounts were 91.9% at a flow rate of 70 m 3·h -1 by 80 L MPCF and UV radiation at 1.3× 10 4 μW·s·cm -2. |
| doi_str_mv | 10.1007/s11783-011-0379-2 |
| format | Article |
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Technical feasibilities of MPCF&UV system were evaluated in three areas: removal efficiencies of indicator organism and oceanic bacteria, perdurability of a ceramic filter, and application on native seawater. The results showed that no indicator organism ( Dunaliella) or oceanic bacteria was detected after treatment of 20 L MPCF and UV radiation at 1.3× 10 4 μW·s·cm -2. A 20 L ceramic filter can run continuously for 5.3 h at the flow rate of 15 m 3·h -1 before its pressure drop up to 0.195 MPa. The removal percentage of total plankton amounts were 91.9% at a flow rate of 70 m 3·h -1 by 80 L MPCF and UV radiation at 1.3× 10 4 μW·s·cm -2.</description><identifier>ISSN: 2095-2201</identifier><identifier>ISSN: 1673-7415</identifier><identifier>EISSN: 2095-221X</identifier><identifier>EISSN: 1673-7520</identifier><identifier>DOI: 10.1007/s11783-011-0379-2</identifier><language>eng</language><publisher>Heidelberg: Higher Education Press</publisher><subject>Bacteria ; Ballast ; ballast water ; ceramic filter ; Ceramics ; Dunaliella ; Earth and Environmental Science ; Environment ; Feasibility studies ; Flow rate ; Flow rates ; Flow velocity ; Guidelines ; Indicator species ; Indicators ; Maximum flow ; oceanic bacteria ; Organisms ; Plankton ; Pressure drop ; Seawater ; Short Communication ; Technology assessment ; Ultraviolet radiation ; Water management ; Water treatment</subject><ispartof>Frontiers of environmental science & engineering, 2011-12, Vol.5 (4), p.610-614</ispartof><rights>Copyright reserved, 2014, Higher Education Press and Springer-Verlag Berlin Heidelberg</rights><rights>Higher Education Press and Springer-Verlag Berlin Heidelberg 2011</rights><rights>Higher Education Press and Springer-Verlag Berlin Heidelberg 2011.</rights><lds50>peer_reviewed</lds50><oa>free_for_read</oa><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c431t-f9e1ffd6608772c21187988e0cd2c58198526fef5d517e257d36484fd7bb774b3</citedby><cites>FETCH-LOGICAL-c431t-f9e1ffd6608772c21187988e0cd2c58198526fef5d517e257d36484fd7bb774b3</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktohtml>$$Uhttps://www.proquest.com/docview/2918744722?pq-origsite=primo$$EHTML$$P50$$Gproquest$$H</linktohtml><link.rule.ids>314,780,784,21379,27915,27916,33735,43796,64374,64378,72230</link.rule.ids></links><search><creatorcontrib>LIU, Shengjie</creatorcontrib><creatorcontrib>ZHANG, Manxia</creatorcontrib><creatorcontrib>LI, Xiang</creatorcontrib><creatorcontrib>TANG, Xiaojia</creatorcontrib><creatorcontrib>ZHANG, Lingling</creatorcontrib><creatorcontrib>ZHU, Yimin</creatorcontrib><creatorcontrib>YUAN, Chengyu</creatorcontrib><title>Technical feasibility study of an onshore ballast water treatment system</title><title>Frontiers of environmental science & engineering</title><addtitle>Front Envir Sci Eng Chin</addtitle><addtitle>Front. Environ. Sci. Eng. China</addtitle><description>To fulfill the requirements of Guidelines for approval of ballast water management system (G8), a set of onshore ballast water treatment equipment utilizing micro-pore ceramic filtration (MPCF) and UV radiation (MPCF&UV) system was designed and set up with a maximum flow rate of 80 m 3·h -1. Technical feasibilities of MPCF&UV system were evaluated in three areas: removal efficiencies of indicator organism and oceanic bacteria, perdurability of a ceramic filter, and application on native seawater. The results showed that no indicator organism ( Dunaliella) or oceanic bacteria was detected after treatment of 20 L MPCF and UV radiation at 1.3× 10 4 μW·s·cm -2. A 20 L ceramic filter can run continuously for 5.3 h at the flow rate of 15 m 3·h -1 before its pressure drop up to 0.195 MPa. The removal percentage of total plankton amounts were 91.9% at a flow rate of 70 m 3·h -1 by 80 L MPCF and UV radiation at 1.3× 10 4 μW·s·cm -2.</description><subject>Bacteria</subject><subject>Ballast</subject><subject>ballast water</subject><subject>ceramic filter</subject><subject>Ceramics</subject><subject>Dunaliella</subject><subject>Earth and Environmental Science</subject><subject>Environment</subject><subject>Feasibility studies</subject><subject>Flow rate</subject><subject>Flow rates</subject><subject>Flow velocity</subject><subject>Guidelines</subject><subject>Indicator species</subject><subject>Indicators</subject><subject>Maximum flow</subject><subject>oceanic bacteria</subject><subject>Organisms</subject><subject>Plankton</subject><subject>Pressure drop</subject><subject>Seawater</subject><subject>Short Communication</subject><subject>Technology assessment</subject><subject>Ultraviolet radiation</subject><subject>Water management</subject><subject>Water treatment</subject><issn>2095-2201</issn><issn>1673-7415</issn><issn>2095-221X</issn><issn>1673-7520</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2011</creationdate><recordtype>article</recordtype><sourceid>AFKRA</sourceid><sourceid>AZQEC</sourceid><sourceid>BENPR</sourceid><sourceid>CCPQU</sourceid><sourceid>DWQXO</sourceid><sourceid>GNUQQ</sourceid><recordid>eNqFkcFKw0AQhoMoKNUH8LbgxUt0Z5J0N0cpaoWClwrelk0yayNpUne2SN_eLREFD3UuO4fv-5nlT5JLkDcgpbplAKWzVAKkMlNlikfJGcqySBHh9fhnl3CaXDC_yzha56Czs2S-pHrVt7XthCPLbdV2bdgJDttmJwYnbC-GnleDJ1HZrrMcxKcN5EXwZMOa-iB4x4HW58mJsx3Txfc7SV4e7pezebp4fnya3S3SOs8gpK4kcK6ZTqVWCmsE0KrUmmTdYF1oKHWBU0euaApQhIVqsmmuc9eoqlIqr7JJcj3mbvzwsSUOZt1yTfG0noYtGwAsMJOqLP5HJWqJZS6ziF79Qd-Hre_jRwyW8cQ8V4iRgpGq_cDsyZmNb9fW72KU2TdhxiZMbMLsmzB7B0eHI9u_kf9NPiTpUVq1byvy1Gw8MRvnhz605A-pX7_Em8Q</recordid><startdate>20111201</startdate><enddate>20111201</enddate><creator>LIU, Shengjie</creator><creator>ZHANG, Manxia</creator><creator>LI, Xiang</creator><creator>TANG, Xiaojia</creator><creator>ZHANG, Lingling</creator><creator>ZHU, Yimin</creator><creator>YUAN, Chengyu</creator><general>Higher Education Press</general><general>SP Higher Education Press</general><general>Springer Nature B.V</general><scope>AAYXX</scope><scope>CITATION</scope><scope>8FE</scope><scope>8FG</scope><scope>ABJCF</scope><scope>AEUYN</scope><scope>AFKRA</scope><scope>ATCPS</scope><scope>AZQEC</scope><scope>BENPR</scope><scope>BGLVJ</scope><scope>BHPHI</scope><scope>CCPQU</scope><scope>DWQXO</scope><scope>GNUQQ</scope><scope>HCIFZ</scope><scope>L6V</scope><scope>M7S</scope><scope>PATMY</scope><scope>PQEST</scope><scope>PQQKQ</scope><scope>PQUKI</scope><scope>PTHSS</scope><scope>PYCSY</scope><scope>7QQ</scope><scope>7SU</scope><scope>8FD</scope><scope>C1K</scope><scope>FR3</scope><scope>JG9</scope><scope>KR7</scope><scope>7ST</scope><scope>7TV</scope><scope>SOI</scope></search><sort><creationdate>20111201</creationdate><title>Technical feasibility study of an onshore ballast water treatment system</title><author>LIU, Shengjie ; ZHANG, Manxia ; LI, Xiang ; TANG, Xiaojia ; ZHANG, Lingling ; ZHU, Yimin ; YUAN, Chengyu</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c431t-f9e1ffd6608772c21187988e0cd2c58198526fef5d517e257d36484fd7bb774b3</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2011</creationdate><topic>Bacteria</topic><topic>Ballast</topic><topic>ballast water</topic><topic>ceramic filter</topic><topic>Ceramics</topic><topic>Dunaliella</topic><topic>Earth and Environmental Science</topic><topic>Environment</topic><topic>Feasibility studies</topic><topic>Flow rate</topic><topic>Flow rates</topic><topic>Flow velocity</topic><topic>Guidelines</topic><topic>Indicator species</topic><topic>Indicators</topic><topic>Maximum flow</topic><topic>oceanic bacteria</topic><topic>Organisms</topic><topic>Plankton</topic><topic>Pressure drop</topic><topic>Seawater</topic><topic>Short Communication</topic><topic>Technology assessment</topic><topic>Ultraviolet radiation</topic><topic>Water management</topic><topic>Water treatment</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>LIU, Shengjie</creatorcontrib><creatorcontrib>ZHANG, Manxia</creatorcontrib><creatorcontrib>LI, Xiang</creatorcontrib><creatorcontrib>TANG, Xiaojia</creatorcontrib><creatorcontrib>ZHANG, Lingling</creatorcontrib><creatorcontrib>ZHU, Yimin</creatorcontrib><creatorcontrib>YUAN, Chengyu</creatorcontrib><collection>CrossRef</collection><collection>ProQuest SciTech Collection</collection><collection>ProQuest Technology Collection</collection><collection>Materials Science & Engineering Collection</collection><collection>ProQuest One Sustainability</collection><collection>ProQuest Central</collection><collection>Agricultural & Environmental Science Collection</collection><collection>ProQuest Central Essentials</collection><collection>ProQuest Central</collection><collection>Technology Collection</collection><collection>ProQuest Natural Science Collection</collection><collection>ProQuest One Community College</collection><collection>ProQuest Central</collection><collection>ProQuest Central Student</collection><collection>SciTech Premium Collection</collection><collection>ProQuest Engineering Collection</collection><collection>Engineering Database</collection><collection>Environmental Science Database</collection><collection>ProQuest One Academic Eastern Edition (DO NOT USE)</collection><collection>ProQuest One Academic</collection><collection>ProQuest One Academic UKI Edition</collection><collection>Engineering Collection</collection><collection>Environmental Science Collection</collection><collection>Ceramic Abstracts</collection><collection>Environmental Engineering Abstracts</collection><collection>Technology Research Database</collection><collection>Environmental Sciences and Pollution Management</collection><collection>Engineering Research Database</collection><collection>Materials Research Database</collection><collection>Civil Engineering Abstracts</collection><collection>Environment Abstracts</collection><collection>Pollution Abstracts</collection><collection>Environment Abstracts</collection><jtitle>Frontiers of environmental science & engineering</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>LIU, Shengjie</au><au>ZHANG, Manxia</au><au>LI, Xiang</au><au>TANG, Xiaojia</au><au>ZHANG, Lingling</au><au>ZHU, Yimin</au><au>YUAN, Chengyu</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Technical feasibility study of an onshore ballast water treatment system</atitle><jtitle>Frontiers of environmental science & engineering</jtitle><stitle>Front Envir Sci Eng Chin</stitle><stitle>Front. 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A 20 L ceramic filter can run continuously for 5.3 h at the flow rate of 15 m 3·h -1 before its pressure drop up to 0.195 MPa. The removal percentage of total plankton amounts were 91.9% at a flow rate of 70 m 3·h -1 by 80 L MPCF and UV radiation at 1.3× 10 4 μW·s·cm -2.</abstract><cop>Heidelberg</cop><pub>Higher Education Press</pub><doi>10.1007/s11783-011-0379-2</doi><tpages>5</tpages><oa>free_for_read</oa></addata></record> |
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| ispartof | Frontiers of environmental science & engineering, 2011-12, Vol.5 (4), p.610-614 |
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| subjects | Bacteria Ballast ballast water ceramic filter Ceramics Dunaliella Earth and Environmental Science Environment Feasibility studies Flow rate Flow rates Flow velocity Guidelines Indicator species Indicators Maximum flow oceanic bacteria Organisms Plankton Pressure drop Seawater Short Communication Technology assessment Ultraviolet radiation Water management Water treatment |
| title | Technical feasibility study of an onshore ballast water treatment system |
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