Seabed gallery intake technical feasibility for SWRO facilities at Shuqaiq, Saudi Arabia
Surficial drainage features that allow periodic flash-flood discharges to the shallow marine environment cause operational problems for seawater reverse osmosis water treatment plants at Shuqaiq, Saudi Arabia. The facility at Shuqaiq was designed to produce 212,000,m 3 /day of fresh water and it has...
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| Veröffentlicht in: | Journal of applied water engineering and research 2014-01, Vol.2 (1), p.3-12 |
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| creator | Mantilla, David Missimer, Thomas M. |
| description | Surficial drainage features that allow periodic flash-flood discharges to the shallow marine environment cause operational problems for seawater reverse osmosis water treatment plants at Shuqaiq, Saudi Arabia. The facility at Shuqaiq was designed to produce 212,000,m
3
/day of fresh water and it has experienced operational difficulties. An investigation was conducted to assess the technical feasibility of developing a subsurface intake system that would improve the feedwater quality to this and other facilities. A seabed gallery system was found to be technically feasible to supply the required 530,000 m
3
/day inflow. The design contains nine cells, each yielding 66,250 m
3
/day with an infiltration rate of 10 m/day. The filter would have a hydraulic retention time of 7 h. Each cell contains five layers with the total filter bed thickness of 5 m. Design of the filter under-drain system was optimized to maintain an equal flow rate at the top of the filter. |
| doi_str_mv | 10.1080/23249676.2014.895686 |
| format | Article |
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3
/day of fresh water and it has experienced operational difficulties. An investigation was conducted to assess the technical feasibility of developing a subsurface intake system that would improve the feedwater quality to this and other facilities. A seabed gallery system was found to be technically feasible to supply the required 530,000 m
3
/day inflow. The design contains nine cells, each yielding 66,250 m
3
/day with an infiltration rate of 10 m/day. The filter would have a hydraulic retention time of 7 h. Each cell contains five layers with the total filter bed thickness of 5 m. Design of the filter under-drain system was optimized to maintain an equal flow rate at the top of the filter.</description><identifier>ISSN: 2324-9676</identifier><identifier>EISSN: 2324-9676</identifier><identifier>DOI: 10.1080/23249676.2014.895686</identifier><language>eng</language><publisher>Taylor & Francis</publisher><subject>desalination ; environmental impacts ; membrane fouling ; seawater reverse osmosis</subject><ispartof>Journal of applied water engineering and research, 2014-01, Vol.2 (1), p.3-12</ispartof><rights>2014 IAHR and WCCE 2014</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c307t-15ee50b0e51fbe09af08ed945fbd3f31fa9c602780982bc3892cccb1781744503</citedby><cites>FETCH-LOGICAL-c307t-15ee50b0e51fbe09af08ed945fbd3f31fa9c602780982bc3892cccb1781744503</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktopdf>$$Uhttps://www.tandfonline.com/doi/pdf/10.1080/23249676.2014.895686$$EPDF$$P50$$Ginformaworld$$H</linktopdf><linktohtml>$$Uhttps://www.tandfonline.com/doi/full/10.1080/23249676.2014.895686$$EHTML$$P50$$Ginformaworld$$H</linktohtml><link.rule.ids>314,777,781,27905,27906,59626,60415</link.rule.ids></links><search><creatorcontrib>Mantilla, David</creatorcontrib><creatorcontrib>Missimer, Thomas M.</creatorcontrib><title>Seabed gallery intake technical feasibility for SWRO facilities at Shuqaiq, Saudi Arabia</title><title>Journal of applied water engineering and research</title><description>Surficial drainage features that allow periodic flash-flood discharges to the shallow marine environment cause operational problems for seawater reverse osmosis water treatment plants at Shuqaiq, Saudi Arabia. The facility at Shuqaiq was designed to produce 212,000,m
3
/day of fresh water and it has experienced operational difficulties. An investigation was conducted to assess the technical feasibility of developing a subsurface intake system that would improve the feedwater quality to this and other facilities. A seabed gallery system was found to be technically feasible to supply the required 530,000 m
3
/day inflow. The design contains nine cells, each yielding 66,250 m
3
/day with an infiltration rate of 10 m/day. The filter would have a hydraulic retention time of 7 h. Each cell contains five layers with the total filter bed thickness of 5 m. Design of the filter under-drain system was optimized to maintain an equal flow rate at the top of the filter.</description><subject>desalination</subject><subject>environmental impacts</subject><subject>membrane fouling</subject><subject>seawater reverse osmosis</subject><issn>2324-9676</issn><issn>2324-9676</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2014</creationdate><recordtype>article</recordtype><recordid>eNp9kF1LwzAUhoMoOOb-gRf5AXYmTT-SKxlDnTAYWEXvwkmauGjWuqRD-u9tmYJXnptzeOB94TwIXVIyp4ST65SlmSjKYp4Sms25yAtenKDJiJORn_65z9EsxncyjBADyybotTKgTI3fwHsTeuyaDj4M7ozeNk6Dx9ZAdMp51_XYtgFXL48bbEGPxJmIocPV9rAHt7_CFRxqhxcBlIMLdGbBRzP72VP0fHf7tFwl6839w3KxTjQjZZfQ3JicKGJyapUhAizhphZZblXNLKMWhC5IWnIieKo04yLVWitaclpmWU7YFGXHXh3aGIOx8jO4HYReUiJHQfJXkBwFyaOgIXZzjLlm-GoHX23wteyg922wARrtomT_NnwDSMJsgw</recordid><startdate>20140102</startdate><enddate>20140102</enddate><creator>Mantilla, David</creator><creator>Missimer, Thomas M.</creator><general>Taylor & Francis</general><scope>AAYXX</scope><scope>CITATION</scope></search><sort><creationdate>20140102</creationdate><title>Seabed gallery intake technical feasibility for SWRO facilities at Shuqaiq, Saudi Arabia</title><author>Mantilla, David ; Missimer, Thomas M.</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c307t-15ee50b0e51fbe09af08ed945fbd3f31fa9c602780982bc3892cccb1781744503</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2014</creationdate><topic>desalination</topic><topic>environmental impacts</topic><topic>membrane fouling</topic><topic>seawater reverse osmosis</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Mantilla, David</creatorcontrib><creatorcontrib>Missimer, Thomas M.</creatorcontrib><collection>CrossRef</collection><jtitle>Journal of applied water engineering and research</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Mantilla, David</au><au>Missimer, Thomas M.</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Seabed gallery intake technical feasibility for SWRO facilities at Shuqaiq, Saudi Arabia</atitle><jtitle>Journal of applied water engineering and research</jtitle><date>2014-01-02</date><risdate>2014</risdate><volume>2</volume><issue>1</issue><spage>3</spage><epage>12</epage><pages>3-12</pages><issn>2324-9676</issn><eissn>2324-9676</eissn><abstract>Surficial drainage features that allow periodic flash-flood discharges to the shallow marine environment cause operational problems for seawater reverse osmosis water treatment plants at Shuqaiq, Saudi Arabia. The facility at Shuqaiq was designed to produce 212,000,m
3
/day of fresh water and it has experienced operational difficulties. An investigation was conducted to assess the technical feasibility of developing a subsurface intake system that would improve the feedwater quality to this and other facilities. A seabed gallery system was found to be technically feasible to supply the required 530,000 m
3
/day inflow. The design contains nine cells, each yielding 66,250 m
3
/day with an infiltration rate of 10 m/day. The filter would have a hydraulic retention time of 7 h. Each cell contains five layers with the total filter bed thickness of 5 m. Design of the filter under-drain system was optimized to maintain an equal flow rate at the top of the filter.</abstract><pub>Taylor & Francis</pub><doi>10.1080/23249676.2014.895686</doi><tpages>10</tpages></addata></record> |
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| ispartof | Journal of applied water engineering and research, 2014-01, Vol.2 (1), p.3-12 |
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| language | eng |
| recordid | cdi_crossref_primary_10_1080_23249676_2014_895686 |
| source | Taylor & Francis |
| subjects | desalination environmental impacts membrane fouling seawater reverse osmosis |
| title | Seabed gallery intake technical feasibility for SWRO facilities at Shuqaiq, Saudi Arabia |
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