Live-Bed Local Pier Scour Experiments
Local clear-water and live-bed scour tests were performed for a range of water depths and flow velocities with two different uniform cohesionless sediment diameters (0.27 and 0.84 mm ) and a circular pile with a diameter of 0.15 m . The tests were performed in a tilting flume ( 1.5 m wide, 1.2 m dee...
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| Veröffentlicht in: | Journal of hydraulic engineering (New York, N.Y.) N.Y.), 2006-07, Vol.132 (7), p.635-642 |
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| container_title | Journal of hydraulic engineering (New York, N.Y.) |
| container_volume | 132 |
| creator | Sheppard, D. Max Miller, William |
| description | Local clear-water and live-bed scour tests were performed for a range of water depths and flow velocities with two different uniform cohesionless sediment diameters (0.27 and
0.84
mm
) and a circular pile with a diameter of
0.15
m
. The tests were performed in a tilting flume (
1.5
m
wide,
1.2
m
deep, and
45
m
long) located in the Hydraulics Laboratory at the University of Auckland in Auckland, New Zealand. These tests extend local scour data obtained in controlled experiments to velocity ratio
(V∕
Vc
)
values as high as 6. This is near the velocity where the peak live-bed scour occurs for the sediment and flow conditions. Scour depth predictions are made with four different local scour equations for the conditions of the tests and the results compared with the measured values. |
| doi_str_mv | 10.1061/(ASCE)0733-9429(2006)132:7(635) |
| format | Article |
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0.84
mm
) and a circular pile with a diameter of
0.15
m
. The tests were performed in a tilting flume (
1.5
m
wide,
1.2
m
deep, and
45
m
long) located in the Hydraulics Laboratory at the University of Auckland in Auckland, New Zealand. These tests extend local scour data obtained in controlled experiments to velocity ratio
(V∕
Vc
)
values as high as 6. This is near the velocity where the peak live-bed scour occurs for the sediment and flow conditions. Scour depth predictions are made with four different local scour equations for the conditions of the tests and the results compared with the measured values.</description><identifier>ISSN: 0733-9429</identifier><identifier>EISSN: 1943-7900</identifier><identifier>DOI: 10.1061/(ASCE)0733-9429(2006)132:7(635)</identifier><identifier>CODEN: JHEND8</identifier><language>eng</language><publisher>Reston, VA: American Society of Civil Engineers</publisher><subject>Applied sciences ; Buildings. Public works ; Exact sciences and technology ; Hydraulic constructions ; TECHNICAL PAPERS</subject><ispartof>Journal of hydraulic engineering (New York, N.Y.), 2006-07, Vol.132 (7), p.635-642</ispartof><rights>2006 INIST-CNRS</rights><lds50>peer_reviewed</lds50><oa>free_for_read</oa><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-a468t-149c311aaaaa6ac9985dd0bc6f7682cd109ac20f2c71cc2af11bc2562beec00d3</citedby><cites>FETCH-LOGICAL-a468t-149c311aaaaa6ac9985dd0bc6f7682cd109ac20f2c71cc2af11bc2562beec00d3</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktopdf>$$Uhttp://ascelibrary.org/doi/pdf/10.1061/(ASCE)0733-9429(2006)132:7(635)$$EPDF$$P50$$Gasce$$H</linktopdf><linktohtml>$$Uhttp://ascelibrary.org/doi/abs/10.1061/(ASCE)0733-9429(2006)132:7(635)$$EHTML$$P50$$Gasce$$H</linktohtml><link.rule.ids>314,776,780,27901,27902,75935,75943</link.rule.ids><backlink>$$Uhttp://pascal-francis.inist.fr/vibad/index.php?action=getRecordDetail&idt=17892186$$DView record in Pascal Francis$$Hfree_for_read</backlink></links><search><creatorcontrib>Sheppard, D. Max</creatorcontrib><creatorcontrib>Miller, William</creatorcontrib><title>Live-Bed Local Pier Scour Experiments</title><title>Journal of hydraulic engineering (New York, N.Y.)</title><description>Local clear-water and live-bed scour tests were performed for a range of water depths and flow velocities with two different uniform cohesionless sediment diameters (0.27 and
0.84
mm
) and a circular pile with a diameter of
0.15
m
. The tests were performed in a tilting flume (
1.5
m
wide,
1.2
m
deep, and
45
m
long) located in the Hydraulics Laboratory at the University of Auckland in Auckland, New Zealand. These tests extend local scour data obtained in controlled experiments to velocity ratio
(V∕
Vc
)
values as high as 6. This is near the velocity where the peak live-bed scour occurs for the sediment and flow conditions. Scour depth predictions are made with four different local scour equations for the conditions of the tests and the results compared with the measured values.</description><subject>Applied sciences</subject><subject>Buildings. Public works</subject><subject>Exact sciences and technology</subject><subject>Hydraulic constructions</subject><subject>TECHNICAL PAPERS</subject><issn>0733-9429</issn><issn>1943-7900</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2006</creationdate><recordtype>article</recordtype><recordid>eNqFkE1Lw0AURQdRsFb_QzbVdhF9b5LMZFwItdQPCChU18P0ZQIpaVNnWtF_74SWutO3eZvDvdzD2BXCNYLAm-F4NpmOQCZJrFKuhhxAjDDht3Iokmx0xHqo0iSWCuCY9Q7cKTvzfgGAqVB5jw2K-tPG97aMipZME73W1kUzarcumn6trauXdrXx5-ykMo23F_vfZ-8P07fJU1y8PD5PxkVsUpFvYkwVJYimO2FIqTwrS5iTqKTIOZUIyhCHipNEIm4qxDnxTPC5tQRQJn12uctdu_Zja_1GL2tPtmnMyrZbr3mOmKlU_Qui4jLsgwDe7UByrffOVnodNhn3rRF051HrzqPu_OjOj-486uBRSx08hoDBvsn4IKhyZkW1_02RueKYi8Dd7riAWb0IAlfB1KHl75IfQGGDxQ</recordid><startdate>20060701</startdate><enddate>20060701</enddate><creator>Sheppard, D. Max</creator><creator>Miller, William</creator><general>American Society of Civil Engineers</general><scope>IQODW</scope><scope>AAYXX</scope><scope>CITATION</scope><scope>7TG</scope><scope>7UA</scope><scope>C1K</scope><scope>F1W</scope><scope>H96</scope><scope>KL.</scope><scope>L.G</scope><scope>8FD</scope><scope>FR3</scope><scope>KR7</scope></search><sort><creationdate>20060701</creationdate><title>Live-Bed Local Pier Scour Experiments</title><author>Sheppard, D. Max ; Miller, William</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-a468t-149c311aaaaa6ac9985dd0bc6f7682cd109ac20f2c71cc2af11bc2562beec00d3</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2006</creationdate><topic>Applied sciences</topic><topic>Buildings. Public works</topic><topic>Exact sciences and technology</topic><topic>Hydraulic constructions</topic><topic>TECHNICAL PAPERS</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Sheppard, D. Max</creatorcontrib><creatorcontrib>Miller, William</creatorcontrib><collection>Pascal-Francis</collection><collection>CrossRef</collection><collection>Meteorological & Geoastrophysical Abstracts</collection><collection>Water Resources Abstracts</collection><collection>Environmental Sciences and Pollution Management</collection><collection>ASFA: Aquatic Sciences and Fisheries Abstracts</collection><collection>Aquatic Science & Fisheries Abstracts (ASFA) 2: Ocean Technology, Policy & Non-Living Resources</collection><collection>Meteorological & Geoastrophysical Abstracts - Academic</collection><collection>Aquatic Science & Fisheries Abstracts (ASFA) Professional</collection><collection>Technology Research Database</collection><collection>Engineering Research Database</collection><collection>Civil Engineering Abstracts</collection><jtitle>Journal of hydraulic engineering (New York, N.Y.)</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Sheppard, D. Max</au><au>Miller, William</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Live-Bed Local Pier Scour Experiments</atitle><jtitle>Journal of hydraulic engineering (New York, N.Y.)</jtitle><date>2006-07-01</date><risdate>2006</risdate><volume>132</volume><issue>7</issue><spage>635</spage><epage>642</epage><pages>635-642</pages><issn>0733-9429</issn><eissn>1943-7900</eissn><coden>JHEND8</coden><abstract>Local clear-water and live-bed scour tests were performed for a range of water depths and flow velocities with two different uniform cohesionless sediment diameters (0.27 and
0.84
mm
) and a circular pile with a diameter of
0.15
m
. The tests were performed in a tilting flume (
1.5
m
wide,
1.2
m
deep, and
45
m
long) located in the Hydraulics Laboratory at the University of Auckland in Auckland, New Zealand. These tests extend local scour data obtained in controlled experiments to velocity ratio
(V∕
Vc
)
values as high as 6. This is near the velocity where the peak live-bed scour occurs for the sediment and flow conditions. Scour depth predictions are made with four different local scour equations for the conditions of the tests and the results compared with the measured values.</abstract><cop>Reston, VA</cop><pub>American Society of Civil Engineers</pub><doi>10.1061/(ASCE)0733-9429(2006)132:7(635)</doi><tpages>8</tpages><oa>free_for_read</oa></addata></record> |
| fulltext | fulltext |
| identifier | ISSN: 0733-9429 |
| ispartof | Journal of hydraulic engineering (New York, N.Y.), 2006-07, Vol.132 (7), p.635-642 |
| issn | 0733-9429 1943-7900 |
| language | eng |
| recordid | cdi_proquest_miscellaneous_28115949 |
| source | American Society of Civil Engineers:NESLI2:Journals:2014 |
| subjects | Applied sciences Buildings. Public works Exact sciences and technology Hydraulic constructions TECHNICAL PAPERS |
| title | Live-Bed Local Pier Scour Experiments |
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