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Backfilling of a Scour Hole around a Pile in Waves and Current
AbstractThis paper presents the results of an experimental investigation of the backfilling of scour holes around circular piles. Scour holes around a pile are generated either by a current or a wave. Subsequently, the flow climate is changed from current to wave, combined waves and current, or wave...
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Published in: | Journal of waterway, port, coastal, and ocean engineering port, coastal, and ocean engineering, 2013-01, Vol.139 (1), p.9-23 |
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creator | Sumer, B. Mutlu Petersen, Thor U Locatelli, Luca Fredsøe, Jørgen Musumeci, Rosaria E Foti, Enrico |
description | AbstractThis paper presents the results of an experimental investigation of the backfilling of scour holes around circular piles. Scour holes around a pile are generated either by a current or a wave. Subsequently, the flow climate is changed from current to wave, combined waves and current, or wave to a smaller wave, leading to the backfilling of the scour hole. The investigation has shed light onto the mechanism behind the backfilling process. The results show that the scour depth corresponding to the equilibrium state of backfilling is the same as that corresponding to the equilibrium state of scour around the pile for the same wave (or combined waves and current) climate. The time scale of backfilling has been determined as a function of three parameters, namely, (1) the Keulegan-Carpenter number of the initial wave or current (which generates the initial scour hole); (2) that of the subsequent wave, which backfills the scour hole; and (3) the Shields parameter associated with the latter wave, for live-bed conditions. In the case of the combined waves and current, the current-to-wave-velocity ratio is also involved. The time scale of the backfilling process is completely different from that of scour. The time scale of backfilling is much larger than that of scour when the Keulegan-Carpenter number associated with the backfilling is KCf>O(10). |
doi_str_mv | 10.1061/(ASCE)WW.1943-5460.0000161 |
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Mutlu ; Petersen, Thor U ; Locatelli, Luca ; Fredsøe, Jørgen ; Musumeci, Rosaria E ; Foti, Enrico</creator><creatorcontrib>Sumer, B. Mutlu ; Petersen, Thor U ; Locatelli, Luca ; Fredsøe, Jørgen ; Musumeci, Rosaria E ; Foti, Enrico</creatorcontrib><description>AbstractThis paper presents the results of an experimental investigation of the backfilling of scour holes around circular piles. Scour holes around a pile are generated either by a current or a wave. Subsequently, the flow climate is changed from current to wave, combined waves and current, or wave to a smaller wave, leading to the backfilling of the scour hole. The investigation has shed light onto the mechanism behind the backfilling process. The results show that the scour depth corresponding to the equilibrium state of backfilling is the same as that corresponding to the equilibrium state of scour around the pile for the same wave (or combined waves and current) climate. The time scale of backfilling has been determined as a function of three parameters, namely, (1) the Keulegan-Carpenter number of the initial wave or current (which generates the initial scour hole); (2) that of the subsequent wave, which backfills the scour hole; and (3) the Shields parameter associated with the latter wave, for live-bed conditions. In the case of the combined waves and current, the current-to-wave-velocity ratio is also involved. The time scale of the backfilling process is completely different from that of scour. The time scale of backfilling is much larger than that of scour when the Keulegan-Carpenter number associated with the backfilling is KCf<O(10) (typical wind farm application), while the time scale of backfilling can be smaller than that of scour when KCf>>O(10).</description><identifier>ISSN: 0733-950X</identifier><identifier>EISSN: 1943-5460</identifier><identifier>DOI: 10.1061/(ASCE)WW.1943-5460.0000161</identifier><identifier>CODEN: JWPED5</identifier><language>eng</language><publisher>Reston, VA: American Society of Civil Engineers</publisher><subject>Applied sciences ; Backfilling ; Buildings. Public works ; Climate ; Earthwork. Foundations. Retaining walls ; Energy ; Exact sciences and technology ; Geotechnics ; Hydraulic constructions ; Marine ; Natural energy ; Offshore structure (platforms, tanks, etc.) ; Parameters ; Piles ; Scouring ; Shields ; Technical Papers ; Time ; Waterways ; Wind energy</subject><ispartof>Journal of waterway, port, coastal, and ocean engineering, 2013-01, Vol.139 (1), p.9-23</ispartof><rights>2013 American Society of Civil Engineers.</rights><rights>2014 INIST-CNRS</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-a405t-97593b26f2cc0753bc56ad0b4074ec5066c84c8e8c024672d1fcc5d7ffc387a13</citedby><cites>FETCH-LOGICAL-a405t-97593b26f2cc0753bc56ad0b4074ec5066c84c8e8c024672d1fcc5d7ffc387a13</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)WW.1943-5460.0000161$$EPDF$$P50$$Gasce$$H</linktopdf><linktohtml>$$Uhttp://ascelibrary.org/doi/abs/10.1061/(ASCE)WW.1943-5460.0000161$$EHTML$$P50$$Gasce$$H</linktohtml><link.rule.ids>314,777,781,3239,4010,10049,27904,27905,27906,75940,75948</link.rule.ids><backlink>$$Uhttp://pascal-francis.inist.fr/vibad/index.php?action=getRecordDetail&idt=26852940$$DView record in Pascal Francis$$Hfree_for_read</backlink></links><search><creatorcontrib>Sumer, B. Mutlu</creatorcontrib><creatorcontrib>Petersen, Thor U</creatorcontrib><creatorcontrib>Locatelli, Luca</creatorcontrib><creatorcontrib>Fredsøe, Jørgen</creatorcontrib><creatorcontrib>Musumeci, Rosaria E</creatorcontrib><creatorcontrib>Foti, Enrico</creatorcontrib><title>Backfilling of a Scour Hole around a Pile in Waves and Current</title><title>Journal of waterway, port, coastal, and ocean engineering</title><description>AbstractThis paper presents the results of an experimental investigation of the backfilling of scour holes around circular piles. Scour holes around a pile are generated either by a current or a wave. Subsequently, the flow climate is changed from current to wave, combined waves and current, or wave to a smaller wave, leading to the backfilling of the scour hole. The investigation has shed light onto the mechanism behind the backfilling process. The results show that the scour depth corresponding to the equilibrium state of backfilling is the same as that corresponding to the equilibrium state of scour around the pile for the same wave (or combined waves and current) climate. The time scale of backfilling has been determined as a function of three parameters, namely, (1) the Keulegan-Carpenter number of the initial wave or current (which generates the initial scour hole); (2) that of the subsequent wave, which backfills the scour hole; and (3) the Shields parameter associated with the latter wave, for live-bed conditions. In the case of the combined waves and current, the current-to-wave-velocity ratio is also involved. The time scale of the backfilling process is completely different from that of scour. The time scale of backfilling is much larger than that of scour when the Keulegan-Carpenter number associated with the backfilling is KCf<O(10) (typical wind farm application), while the time scale of backfilling can be smaller than that of scour when KCf>>O(10).</description><subject>Applied sciences</subject><subject>Backfilling</subject><subject>Buildings. Public works</subject><subject>Climate</subject><subject>Earthwork. Foundations. Retaining walls</subject><subject>Energy</subject><subject>Exact sciences and technology</subject><subject>Geotechnics</subject><subject>Hydraulic constructions</subject><subject>Marine</subject><subject>Natural energy</subject><subject>Offshore structure (platforms, tanks, etc.)</subject><subject>Parameters</subject><subject>Piles</subject><subject>Scouring</subject><subject>Shields</subject><subject>Technical Papers</subject><subject>Time</subject><subject>Waterways</subject><subject>Wind energy</subject><issn>0733-950X</issn><issn>1943-5460</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2013</creationdate><recordtype>article</recordtype><recordid>eNqNkF1LwzAUhoMoOKf_oQjCvOg8ab5aL4RZphMGClPqXcjSRDq7diar4L83ZWN3grk55OU554UHoUsMYwwc34wmi3x6XRRjnFESM8phDOFhjo_Q4JAdowEIQuKMwfspOvN-FRAqgA7Q3b3Sn7aq66r5iFobqWih285Fs7Y2kXJt15Qhe6nCr2qiQn0bH6mQ5Z1zptmeoxOram8u9nOI3h6mr_ksnj8_PuWTeawosG2cCZaRZcJtojUIRpaacVXCkoKgRjPgXKdUpybVkFAukhJbrVkprNUkFQqTIRrt7m5c-9UZv5XrymtT16oxbeclTjllRGBO_oEyBiLLMA3o7Q7VrvXeGSs3rlor9yMxyN6vlL1fWRSydyl7l3LvNyxf7XuU16q2TjW68ocLCU9ZklEIHN9xATNyFeQ2wdSh4e-CX515iak</recordid><startdate>20130101</startdate><enddate>20130101</enddate><creator>Sumer, B. Mutlu</creator><creator>Petersen, Thor U</creator><creator>Locatelli, Luca</creator><creator>Fredsøe, Jørgen</creator><creator>Musumeci, Rosaria E</creator><creator>Foti, Enrico</creator><general>American Society of Civil Engineers</general><scope>IQODW</scope><scope>AAYXX</scope><scope>CITATION</scope><scope>7QH</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>F28</scope><scope>FR3</scope><scope>KR7</scope></search><sort><creationdate>20130101</creationdate><title>Backfilling of a Scour Hole around a Pile in Waves and Current</title><author>Sumer, B. Mutlu ; Petersen, Thor U ; Locatelli, Luca ; Fredsøe, Jørgen ; Musumeci, Rosaria E ; Foti, Enrico</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-a405t-97593b26f2cc0753bc56ad0b4074ec5066c84c8e8c024672d1fcc5d7ffc387a13</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2013</creationdate><topic>Applied sciences</topic><topic>Backfilling</topic><topic>Buildings. Public works</topic><topic>Climate</topic><topic>Earthwork. Foundations. Retaining walls</topic><topic>Energy</topic><topic>Exact sciences and technology</topic><topic>Geotechnics</topic><topic>Hydraulic constructions</topic><topic>Marine</topic><topic>Natural energy</topic><topic>Offshore structure (platforms, tanks, etc.)</topic><topic>Parameters</topic><topic>Piles</topic><topic>Scouring</topic><topic>Shields</topic><topic>Technical Papers</topic><topic>Time</topic><topic>Waterways</topic><topic>Wind energy</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Sumer, B. Mutlu</creatorcontrib><creatorcontrib>Petersen, Thor U</creatorcontrib><creatorcontrib>Locatelli, Luca</creatorcontrib><creatorcontrib>Fredsøe, Jørgen</creatorcontrib><creatorcontrib>Musumeci, Rosaria E</creatorcontrib><creatorcontrib>Foti, Enrico</creatorcontrib><collection>Pascal-Francis</collection><collection>CrossRef</collection><collection>Aqualine</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>ANTE: Abstracts in New Technology & Engineering</collection><collection>Engineering Research Database</collection><collection>Civil Engineering Abstracts</collection><jtitle>Journal of waterway, port, coastal, and ocean engineering</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Sumer, B. Mutlu</au><au>Petersen, Thor U</au><au>Locatelli, Luca</au><au>Fredsøe, Jørgen</au><au>Musumeci, Rosaria E</au><au>Foti, Enrico</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Backfilling of a Scour Hole around a Pile in Waves and Current</atitle><jtitle>Journal of waterway, port, coastal, and ocean engineering</jtitle><date>2013-01-01</date><risdate>2013</risdate><volume>139</volume><issue>1</issue><spage>9</spage><epage>23</epage><pages>9-23</pages><issn>0733-950X</issn><eissn>1943-5460</eissn><coden>JWPED5</coden><abstract>AbstractThis paper presents the results of an experimental investigation of the backfilling of scour holes around circular piles. Scour holes around a pile are generated either by a current or a wave. Subsequently, the flow climate is changed from current to wave, combined waves and current, or wave to a smaller wave, leading to the backfilling of the scour hole. The investigation has shed light onto the mechanism behind the backfilling process. The results show that the scour depth corresponding to the equilibrium state of backfilling is the same as that corresponding to the equilibrium state of scour around the pile for the same wave (or combined waves and current) climate. The time scale of backfilling has been determined as a function of three parameters, namely, (1) the Keulegan-Carpenter number of the initial wave or current (which generates the initial scour hole); (2) that of the subsequent wave, which backfills the scour hole; and (3) the Shields parameter associated with the latter wave, for live-bed conditions. In the case of the combined waves and current, the current-to-wave-velocity ratio is also involved. The time scale of the backfilling process is completely different from that of scour. The time scale of backfilling is much larger than that of scour when the Keulegan-Carpenter number associated with the backfilling is KCf<O(10) (typical wind farm application), while the time scale of backfilling can be smaller than that of scour when KCf>>O(10).</abstract><cop>Reston, VA</cop><pub>American Society of Civil Engineers</pub><doi>10.1061/(ASCE)WW.1943-5460.0000161</doi><tpages>15</tpages></addata></record> |
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subjects | Applied sciences Backfilling Buildings. Public works Climate Earthwork. Foundations. Retaining walls Energy Exact sciences and technology Geotechnics Hydraulic constructions Marine Natural energy Offshore structure (platforms, tanks, etc.) Parameters Piles Scouring Shields Technical Papers Time Waterways Wind energy |
title | Backfilling of a Scour Hole around a Pile in Waves and Current |
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