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Experimental study of local scour around bucket foundation in sand
Laboratory flume experiments were conducted to study scour characteristics around bucket foundation under current only condition and current-wave condition. Scour topography from the experiments shows that the evolution of scour can be divided into three stages, rapid scouring stage, slow scouring s...
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Published in: | Ocean engineering 2023-10, Vol.286, p.115482, Article 115482 |
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creator | Zhao, Xueliang Chen, Xinrui Sui, Shuhuan Deng, Wenni Shen, Kanmin |
description | Laboratory flume experiments were conducted to study scour characteristics around bucket foundation under current only condition and current-wave condition. Scour topography from the experiments shows that the evolution of scour can be divided into three stages, rapid scouring stage, slow scouring stage, and scouring equilibrium stage. Semicircular scour pit occurs in front of the bucket and herringbone siltation appears behind the bucket. Scour depth of the mono-bucket was compared with that of the unsubmerged monopile and submerged monopile. Slope of the scour pit is found to be smaller than the predicted value of the monopile. Maximum scour depth of the tripod-bucket foundation is shown to be affected by the factors including the ratio of exposed height to diameter H/D, the relative bucket spacing G/D, and the incoming flow angle α. The maximum scour depth increases with the increase of H/D. Scour depth of the inner side of the tripod-bucket foundation is shown to be significantly affected by G/D due to the jet effect. The rear bucket may be influenced by shielding effect or vortex shedding. And the incoming angle has influence on the scour development around tripod-bucket foundation.
•Scour development can be divided into three stages. The maximum scour depth point occurs between 45° and 90° at front side of the bucket in the early stage.•S/D around mono-bucket increases with increase of KC number, and the maximum scour depth is smaller than that of the monopile.•Scour depth of the inner side of the tripod-bucket foundation is shown to be significantly affected by G/D due to the jet effect. When G/D ≥ 3.5, the jet effect can be ignored. |
doi_str_mv | 10.1016/j.oceaneng.2023.115482 |
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•Scour development can be divided into three stages. The maximum scour depth point occurs between 45° and 90° at front side of the bucket in the early stage.•S/D around mono-bucket increases with increase of KC number, and the maximum scour depth is smaller than that of the monopile.•Scour depth of the inner side of the tripod-bucket foundation is shown to be significantly affected by G/D due to the jet effect. When G/D ≥ 3.5, the jet effect can be ignored.</description><identifier>ISSN: 0029-8018</identifier><identifier>EISSN: 1873-5258</identifier><identifier>DOI: 10.1016/j.oceaneng.2023.115482</identifier><language>eng</language><publisher>Elsevier Ltd</publisher><subject>Flume experiment ; Mono-bucket ; Scour characteristics ; Tripod-bucket</subject><ispartof>Ocean engineering, 2023-10, Vol.286, p.115482, Article 115482</ispartof><rights>2023 Elsevier Ltd</rights><lds50>peer_reviewed</lds50><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-c312t-b51436f0bad835b7b7388637baaf80fefe42552ba174edc7bc0789040c29eb373</citedby><cites>FETCH-LOGICAL-c312t-b51436f0bad835b7b7388637baaf80fefe42552ba174edc7bc0789040c29eb373</cites></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><link.rule.ids>314,780,784,27924,27925</link.rule.ids></links><search><creatorcontrib>Zhao, Xueliang</creatorcontrib><creatorcontrib>Chen, Xinrui</creatorcontrib><creatorcontrib>Sui, Shuhuan</creatorcontrib><creatorcontrib>Deng, Wenni</creatorcontrib><creatorcontrib>Shen, Kanmin</creatorcontrib><title>Experimental study of local scour around bucket foundation in sand</title><title>Ocean engineering</title><description>Laboratory flume experiments were conducted to study scour characteristics around bucket foundation under current only condition and current-wave condition. Scour topography from the experiments shows that the evolution of scour can be divided into three stages, rapid scouring stage, slow scouring stage, and scouring equilibrium stage. Semicircular scour pit occurs in front of the bucket and herringbone siltation appears behind the bucket. Scour depth of the mono-bucket was compared with that of the unsubmerged monopile and submerged monopile. Slope of the scour pit is found to be smaller than the predicted value of the monopile. Maximum scour depth of the tripod-bucket foundation is shown to be affected by the factors including the ratio of exposed height to diameter H/D, the relative bucket spacing G/D, and the incoming flow angle α. The maximum scour depth increases with the increase of H/D. Scour depth of the inner side of the tripod-bucket foundation is shown to be significantly affected by G/D due to the jet effect. The rear bucket may be influenced by shielding effect or vortex shedding. And the incoming angle has influence on the scour development around tripod-bucket foundation.
•Scour development can be divided into three stages. The maximum scour depth point occurs between 45° and 90° at front side of the bucket in the early stage.•S/D around mono-bucket increases with increase of KC number, and the maximum scour depth is smaller than that of the monopile.•Scour depth of the inner side of the tripod-bucket foundation is shown to be significantly affected by G/D due to the jet effect. When G/D ≥ 3.5, the jet effect can be ignored.</description><subject>Flume experiment</subject><subject>Mono-bucket</subject><subject>Scour characteristics</subject><subject>Tripod-bucket</subject><issn>0029-8018</issn><issn>1873-5258</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2023</creationdate><recordtype>article</recordtype><recordid>eNqFkM1KAzEUhYMoWKuvIHmBGW-SySTdqaX-QMGNrkOSuZGpNSnJjNi3t0N17epwFufj8BFyzaBmwNqbTZ082ojxvebARc2YbDQ_ITOmlagkl_qUzAD4otLA9Dm5KGUDAG0LYkbuV987zP0nxsFuaRnGbk9ToNvkp-rTmKnNaYwddaP_wIGGqdihT5H2kRYbu0tyFuy24NVvzsnbw-p1-VStXx6fl3frygvGh8pJ1og2gLOdFtIpp4TWrVDO2qAhYMCGS8mdZarBzivnQekFNOD5Ap1QYk7aI9fnVErGYHaH4zbvDQMzmTAb82fCTCbM0cRheHsc4uHdV4_ZFN9j9Nj1Gf1gutT_h_gBadVrJg</recordid><startdate>20231015</startdate><enddate>20231015</enddate><creator>Zhao, Xueliang</creator><creator>Chen, Xinrui</creator><creator>Sui, Shuhuan</creator><creator>Deng, Wenni</creator><creator>Shen, Kanmin</creator><general>Elsevier Ltd</general><scope>AAYXX</scope><scope>CITATION</scope></search><sort><creationdate>20231015</creationdate><title>Experimental study of local scour around bucket foundation in sand</title><author>Zhao, Xueliang ; Chen, Xinrui ; Sui, Shuhuan ; Deng, Wenni ; Shen, Kanmin</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-c312t-b51436f0bad835b7b7388637baaf80fefe42552ba174edc7bc0789040c29eb373</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2023</creationdate><topic>Flume experiment</topic><topic>Mono-bucket</topic><topic>Scour characteristics</topic><topic>Tripod-bucket</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Zhao, Xueliang</creatorcontrib><creatorcontrib>Chen, Xinrui</creatorcontrib><creatorcontrib>Sui, Shuhuan</creatorcontrib><creatorcontrib>Deng, Wenni</creatorcontrib><creatorcontrib>Shen, Kanmin</creatorcontrib><collection>CrossRef</collection><jtitle>Ocean engineering</jtitle></facets><delivery><delcategory>Remote Search Resource</delcategory><fulltext>fulltext</fulltext></delivery><addata><au>Zhao, Xueliang</au><au>Chen, Xinrui</au><au>Sui, Shuhuan</au><au>Deng, Wenni</au><au>Shen, Kanmin</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Experimental study of local scour around bucket foundation in sand</atitle><jtitle>Ocean engineering</jtitle><date>2023-10-15</date><risdate>2023</risdate><volume>286</volume><spage>115482</spage><pages>115482-</pages><artnum>115482</artnum><issn>0029-8018</issn><eissn>1873-5258</eissn><abstract>Laboratory flume experiments were conducted to study scour characteristics around bucket foundation under current only condition and current-wave condition. Scour topography from the experiments shows that the evolution of scour can be divided into three stages, rapid scouring stage, slow scouring stage, and scouring equilibrium stage. Semicircular scour pit occurs in front of the bucket and herringbone siltation appears behind the bucket. Scour depth of the mono-bucket was compared with that of the unsubmerged monopile and submerged monopile. Slope of the scour pit is found to be smaller than the predicted value of the monopile. Maximum scour depth of the tripod-bucket foundation is shown to be affected by the factors including the ratio of exposed height to diameter H/D, the relative bucket spacing G/D, and the incoming flow angle α. The maximum scour depth increases with the increase of H/D. Scour depth of the inner side of the tripod-bucket foundation is shown to be significantly affected by G/D due to the jet effect. The rear bucket may be influenced by shielding effect or vortex shedding. And the incoming angle has influence on the scour development around tripod-bucket foundation.
•Scour development can be divided into three stages. The maximum scour depth point occurs between 45° and 90° at front side of the bucket in the early stage.•S/D around mono-bucket increases with increase of KC number, and the maximum scour depth is smaller than that of the monopile.•Scour depth of the inner side of the tripod-bucket foundation is shown to be significantly affected by G/D due to the jet effect. When G/D ≥ 3.5, the jet effect can be ignored.</abstract><pub>Elsevier Ltd</pub><doi>10.1016/j.oceaneng.2023.115482</doi></addata></record> |
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subjects | Flume experiment Mono-bucket Scour characteristics Tripod-bucket |
title | Experimental study of local scour around bucket foundation in sand |
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