Loading…

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...

Full description

Saved in:
Bibliographic Details
Published in:Ocean engineering 2023-10, Vol.286, p.115482, Article 115482
Main Authors: Zhao, Xueliang, Chen, Xinrui, Sui, Shuhuan, Deng, Wenni, Shen, Kanmin
Format: Article
Language:English
Subjects:
Citations: Items that this one cites
Items that cite this one
Online Access:Get full text
Tags: Add Tag
No Tags, Be the first to tag this record!
cited_by cdi_FETCH-LOGICAL-c312t-b51436f0bad835b7b7388637baaf80fefe42552ba174edc7bc0789040c29eb373
cites cdi_FETCH-LOGICAL-c312t-b51436f0bad835b7b7388637baaf80fefe42552ba174edc7bc0789040c29eb373
container_end_page
container_issue
container_start_page 115482
container_title Ocean engineering
container_volume 286
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
format article
fullrecord <record><control><sourceid>elsevier_cross</sourceid><recordid>TN_cdi_crossref_primary_10_1016_j_oceaneng_2023_115482</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><els_id>S0029801823018668</els_id><sourcerecordid>S0029801823018668</sourcerecordid><originalsourceid>FETCH-LOGICAL-c312t-b51436f0bad835b7b7388637baaf80fefe42552ba174edc7bc0789040c29eb373</originalsourceid><addsrcrecordid>eNqFkM1KAzEUhYMoWKuvIHmBGW-SySTdqaX-QMGNrkOSuZGpNSnJjNi3t0N17epwFufj8BFyzaBmwNqbTZ082ojxvebARc2YbDQ_ITOmlagkl_qUzAD4otLA9Dm5KGUDAG0LYkbuV987zP0nxsFuaRnGbk9ToNvkp-rTmKnNaYwddaP_wIGGqdihT5H2kRYbu0tyFuy24NVvzsnbw-p1-VStXx6fl3frygvGh8pJ1og2gLOdFtIpp4TWrVDO2qAhYMCGS8mdZarBzivnQekFNOD5Ap1QYk7aI9fnVErGYHaH4zbvDQMzmTAb82fCTCbM0cRheHsc4uHdV4_ZFN9j9Nj1Gf1gutT_h_gBadVrJg</addsrcrecordid><sourcetype>Aggregation Database</sourcetype><iscdi>true</iscdi><recordtype>article</recordtype></control><display><type>article</type><title>Experimental study of local scour around bucket foundation in sand</title><source>Elsevier</source><creator>Zhao, Xueliang ; Chen, Xinrui ; Sui, Shuhuan ; Deng, Wenni ; Shen, Kanmin</creator><creatorcontrib>Zhao, Xueliang ; Chen, Xinrui ; Sui, Shuhuan ; Deng, Wenni ; Shen, Kanmin</creatorcontrib><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><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>
fulltext fulltext
identifier ISSN: 0029-8018
ispartof Ocean engineering, 2023-10, Vol.286, p.115482, Article 115482
issn 0029-8018
1873-5258
language eng
recordid cdi_crossref_primary_10_1016_j_oceaneng_2023_115482
source Elsevier
subjects Flume experiment
Mono-bucket
Scour characteristics
Tripod-bucket
title Experimental study of local scour around bucket foundation in sand
url http://sfxeu10.hosted.exlibrisgroup.com/loughborough?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2024-12-29T15%3A44%3A41IST&url_ver=Z39.88-2004&url_ctx_fmt=infofi/fmt:kev:mtx:ctx&rfr_id=info:sid/primo.exlibrisgroup.com:primo3-Article-elsevier_cross&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.atitle=Experimental%20study%20of%20local%20scour%20around%20bucket%20foundation%20in%20sand&rft.jtitle=Ocean%20engineering&rft.au=Zhao,%20Xueliang&rft.date=2023-10-15&rft.volume=286&rft.spage=115482&rft.pages=115482-&rft.artnum=115482&rft.issn=0029-8018&rft.eissn=1873-5258&rft_id=info:doi/10.1016/j.oceaneng.2023.115482&rft_dat=%3Celsevier_cross%3ES0029801823018668%3C/elsevier_cross%3E%3Cgrp_id%3Ecdi_FETCH-LOGICAL-c312t-b51436f0bad835b7b7388637baaf80fefe42552ba174edc7bc0789040c29eb373%3C/grp_id%3E%3Coa%3E%3C/oa%3E%3Curl%3E%3C/url%3E&rft_id=info:oai/&rft_id=info:pmid/&rfr_iscdi=true