Loading…

Equilibrium Scour-Depth Prediction around Cylindrical Structures

AbstractOffshore gravity base foundations (GBFs) are often designed with complex geometries. Such structures interact with local hydrodynamics, creating an adverse pressure gradient that is responsible for flow and scour phenomena, including the bed shear stress amplification. In this study, a metho...

Full description

Saved in:
Bibliographic Details
Published in:Journal of waterway, port, coastal, and ocean engineering port, coastal, and ocean engineering, 2017-09, Vol.143 (5)
Main Authors: Tavouktsoglou, N. S, Harris, J. M, Simons, R. R, Whitehouse, R. J. S
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-a426t-7fc7dccc96a07a279cf3681f9198130214ae15a87988a7035988ad5ba64807033
cites cdi_FETCH-LOGICAL-a426t-7fc7dccc96a07a279cf3681f9198130214ae15a87988a7035988ad5ba64807033
container_end_page
container_issue 5
container_start_page
container_title Journal of waterway, port, coastal, and ocean engineering
container_volume 143
creator Tavouktsoglou, N. S
Harris, J. M
Simons, R. R
Whitehouse, R. J. S
description AbstractOffshore gravity base foundations (GBFs) are often designed with complex geometries. Such structures interact with local hydrodynamics, creating an adverse pressure gradient that is responsible for flow and scour phenomena, including the bed shear stress amplification. In this study, a method is presented for predicting clear-water scour around cylindrical structures with nonuniform geometries under the force of a unidirectional current. The interaction of the flow field with the sediment around these complex structures is described in terms of nondimensional parameters that characterize the similitude of water-sediment movement. The paper presents insights into the influence the streamwise depth-averaged Euler number has on the equilibrium scour around uniform and nonuniform cylindrical structures. Here, the Euler number is based on the depth-averaged streamwise pressure gradient (calculated using potential flow theory), the mean flow velocity, and the fluid density. Following a dimensional analysis, the controlling parameters were found to be the Euler number, pile Reynolds number, Froude number, sediment mobility number, and nondimensional flow depth. Based on this finding, a new scour-prediction equation was developed. This new method shows good agreement with the database of scour depths acquired in this study (R2=0.91). Measurements of the equilibrium scour depth around nonuniform cylindrical structures were used to show the importance of the Euler number in the scour process. Finally, the importance of the remaining nondimensional quantities with respect to scour was also investigated in this study.
doi_str_mv 10.1061/(ASCE)WW.1943-5460.0000401
format article
fullrecord <record><control><sourceid>proquest_cross</sourceid><recordid>TN_cdi_proquest_miscellaneous_1915322851</recordid><sourceformat>XML</sourceformat><sourcesystem>PC</sourcesystem><sourcerecordid>1901742073</sourcerecordid><originalsourceid>FETCH-LOGICAL-a426t-7fc7dccc96a07a279cf3681f9198130214ae15a87988a7035988ad5ba64807033</originalsourceid><addsrcrecordid>eNqNkE1Lw0AQhhdRsFb_Q_BUD6kz2U028WSJ9QMKClXibdluNrglTdrd7KH_3oSW3gTn8jLD-8zhIeQWYYqQ4P1ktsznd0UxxYzRMGYJTKEfBnhGRqfbORkBpzTMYvi-JFfOrQGQcWAj8jjfeVOblTV-EyxV6234pLfdT_BhdWlUZ9omkLb1TRnk-9o0pTVK1sGys1513mp3TS4qWTt9c8wx-Xqef-av4eL95S2fLULJoqQLeaV4qZTKEglcRjxTFU1SrDLMUqQQIZMaY5nyLE0lBxoPWcYrmbAU-p2OyeTwd2vbndeuExvjlK5r2ejWO4EZxjSK0hj_UQXkLBqUjMnDoaps65zVldhas5F2LxDEYFiIwbAoCjHYFINNcTTcw8kBlv13se7dNb2BE_k3-AvYCH6y</addsrcrecordid><sourcetype>Aggregation Database</sourcetype><iscdi>true</iscdi><recordtype>article</recordtype><pqid>1901742073</pqid></control><display><type>article</type><title>Equilibrium Scour-Depth Prediction around Cylindrical Structures</title><source>American Society Of Civil Engineers ASCE Journals</source><creator>Tavouktsoglou, N. S ; Harris, J. M ; Simons, R. R ; Whitehouse, R. J. S</creator><creatorcontrib>Tavouktsoglou, N. S ; Harris, J. M ; Simons, R. R ; Whitehouse, R. J. S</creatorcontrib><description>AbstractOffshore gravity base foundations (GBFs) are often designed with complex geometries. Such structures interact with local hydrodynamics, creating an adverse pressure gradient that is responsible for flow and scour phenomena, including the bed shear stress amplification. In this study, a method is presented for predicting clear-water scour around cylindrical structures with nonuniform geometries under the force of a unidirectional current. The interaction of the flow field with the sediment around these complex structures is described in terms of nondimensional parameters that characterize the similitude of water-sediment movement. The paper presents insights into the influence the streamwise depth-averaged Euler number has on the equilibrium scour around uniform and nonuniform cylindrical structures. Here, the Euler number is based on the depth-averaged streamwise pressure gradient (calculated using potential flow theory), the mean flow velocity, and the fluid density. Following a dimensional analysis, the controlling parameters were found to be the Euler number, pile Reynolds number, Froude number, sediment mobility number, and nondimensional flow depth. Based on this finding, a new scour-prediction equation was developed. This new method shows good agreement with the database of scour depths acquired in this study (R2=0.91). Measurements of the equilibrium scour depth around nonuniform cylindrical structures were used to show the importance of the Euler number in the scour process. Finally, the importance of the remaining nondimensional quantities with respect to scour was also investigated in this study.</description><identifier>ISSN: 0733-950X</identifier><identifier>EISSN: 1943-5460</identifier><identifier>DOI: 10.1061/(ASCE)WW.1943-5460.0000401</identifier><language>eng</language><publisher>American Society of Civil Engineers</publisher><subject>Fluid dynamics ; Fluid flow ; Marine ; Mathematical analysis ; Nonuniform ; Parameters ; Pressure gradients ; Scouring ; Sediments ; Technical Papers</subject><ispartof>Journal of waterway, port, coastal, and ocean engineering, 2017-09, Vol.143 (5)</ispartof><rights>2017 American Society of Civil Engineers.</rights><lds50>peer_reviewed</lds50><oa>free_for_read</oa><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-a426t-7fc7dccc96a07a279cf3681f9198130214ae15a87988a7035988ad5ba64807033</citedby><cites>FETCH-LOGICAL-a426t-7fc7dccc96a07a279cf3681f9198130214ae15a87988a7035988ad5ba64807033</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.1943-5460.0000401$$EPDF$$P50$$Gasce$$H</linktopdf><linktohtml>$$Uhttp://ascelibrary.org/doi/abs/10.1061/(ASCE)WW.1943-5460.0000401$$EHTML$$P50$$Gasce$$H</linktohtml><link.rule.ids>314,780,784,3252,10068,27924,27925,76191,76199</link.rule.ids></links><search><creatorcontrib>Tavouktsoglou, N. S</creatorcontrib><creatorcontrib>Harris, J. M</creatorcontrib><creatorcontrib>Simons, R. R</creatorcontrib><creatorcontrib>Whitehouse, R. J. S</creatorcontrib><title>Equilibrium Scour-Depth Prediction around Cylindrical Structures</title><title>Journal of waterway, port, coastal, and ocean engineering</title><description>AbstractOffshore gravity base foundations (GBFs) are often designed with complex geometries. Such structures interact with local hydrodynamics, creating an adverse pressure gradient that is responsible for flow and scour phenomena, including the bed shear stress amplification. In this study, a method is presented for predicting clear-water scour around cylindrical structures with nonuniform geometries under the force of a unidirectional current. The interaction of the flow field with the sediment around these complex structures is described in terms of nondimensional parameters that characterize the similitude of water-sediment movement. The paper presents insights into the influence the streamwise depth-averaged Euler number has on the equilibrium scour around uniform and nonuniform cylindrical structures. Here, the Euler number is based on the depth-averaged streamwise pressure gradient (calculated using potential flow theory), the mean flow velocity, and the fluid density. Following a dimensional analysis, the controlling parameters were found to be the Euler number, pile Reynolds number, Froude number, sediment mobility number, and nondimensional flow depth. Based on this finding, a new scour-prediction equation was developed. This new method shows good agreement with the database of scour depths acquired in this study (R2=0.91). Measurements of the equilibrium scour depth around nonuniform cylindrical structures were used to show the importance of the Euler number in the scour process. Finally, the importance of the remaining nondimensional quantities with respect to scour was also investigated in this study.</description><subject>Fluid dynamics</subject><subject>Fluid flow</subject><subject>Marine</subject><subject>Mathematical analysis</subject><subject>Nonuniform</subject><subject>Parameters</subject><subject>Pressure gradients</subject><subject>Scouring</subject><subject>Sediments</subject><subject>Technical Papers</subject><issn>0733-950X</issn><issn>1943-5460</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2017</creationdate><recordtype>article</recordtype><recordid>eNqNkE1Lw0AQhhdRsFb_Q_BUD6kz2U028WSJ9QMKClXibdluNrglTdrd7KH_3oSW3gTn8jLD-8zhIeQWYYqQ4P1ktsznd0UxxYzRMGYJTKEfBnhGRqfbORkBpzTMYvi-JFfOrQGQcWAj8jjfeVOblTV-EyxV6234pLfdT_BhdWlUZ9omkLb1TRnk-9o0pTVK1sGys1513mp3TS4qWTt9c8wx-Xqef-av4eL95S2fLULJoqQLeaV4qZTKEglcRjxTFU1SrDLMUqQQIZMaY5nyLE0lBxoPWcYrmbAU-p2OyeTwd2vbndeuExvjlK5r2ejWO4EZxjSK0hj_UQXkLBqUjMnDoaps65zVldhas5F2LxDEYFiIwbAoCjHYFINNcTTcw8kBlv13se7dNb2BE_k3-AvYCH6y</recordid><startdate>20170901</startdate><enddate>20170901</enddate><creator>Tavouktsoglou, N. S</creator><creator>Harris, J. M</creator><creator>Simons, R. R</creator><creator>Whitehouse, R. J. S</creator><general>American Society of Civil Engineers</general><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>20170901</creationdate><title>Equilibrium Scour-Depth Prediction around Cylindrical Structures</title><author>Tavouktsoglou, N. S ; Harris, J. M ; Simons, R. R ; Whitehouse, R. J. S</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-a426t-7fc7dccc96a07a279cf3681f9198130214ae15a87988a7035988ad5ba64807033</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2017</creationdate><topic>Fluid dynamics</topic><topic>Fluid flow</topic><topic>Marine</topic><topic>Mathematical analysis</topic><topic>Nonuniform</topic><topic>Parameters</topic><topic>Pressure gradients</topic><topic>Scouring</topic><topic>Sediments</topic><topic>Technical Papers</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Tavouktsoglou, N. S</creatorcontrib><creatorcontrib>Harris, J. M</creatorcontrib><creatorcontrib>Simons, R. R</creatorcontrib><creatorcontrib>Whitehouse, R. J. S</creatorcontrib><collection>CrossRef</collection><collection>Aqualine</collection><collection>Meteorological &amp; 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 &amp; Fisheries Abstracts (ASFA) 2: Ocean Technology, Policy &amp; Non-Living Resources</collection><collection>Meteorological &amp; Geoastrophysical Abstracts - Academic</collection><collection>Aquatic Science &amp; Fisheries Abstracts (ASFA) Professional</collection><collection>Technology Research Database</collection><collection>ANTE: Abstracts in New Technology &amp; 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>Tavouktsoglou, N. S</au><au>Harris, J. M</au><au>Simons, R. R</au><au>Whitehouse, R. J. S</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Equilibrium Scour-Depth Prediction around Cylindrical Structures</atitle><jtitle>Journal of waterway, port, coastal, and ocean engineering</jtitle><date>2017-09-01</date><risdate>2017</risdate><volume>143</volume><issue>5</issue><issn>0733-950X</issn><eissn>1943-5460</eissn><abstract>AbstractOffshore gravity base foundations (GBFs) are often designed with complex geometries. Such structures interact with local hydrodynamics, creating an adverse pressure gradient that is responsible for flow and scour phenomena, including the bed shear stress amplification. In this study, a method is presented for predicting clear-water scour around cylindrical structures with nonuniform geometries under the force of a unidirectional current. The interaction of the flow field with the sediment around these complex structures is described in terms of nondimensional parameters that characterize the similitude of water-sediment movement. The paper presents insights into the influence the streamwise depth-averaged Euler number has on the equilibrium scour around uniform and nonuniform cylindrical structures. Here, the Euler number is based on the depth-averaged streamwise pressure gradient (calculated using potential flow theory), the mean flow velocity, and the fluid density. Following a dimensional analysis, the controlling parameters were found to be the Euler number, pile Reynolds number, Froude number, sediment mobility number, and nondimensional flow depth. Based on this finding, a new scour-prediction equation was developed. This new method shows good agreement with the database of scour depths acquired in this study (R2=0.91). Measurements of the equilibrium scour depth around nonuniform cylindrical structures were used to show the importance of the Euler number in the scour process. Finally, the importance of the remaining nondimensional quantities with respect to scour was also investigated in this study.</abstract><pub>American Society of Civil Engineers</pub><doi>10.1061/(ASCE)WW.1943-5460.0000401</doi><oa>free_for_read</oa></addata></record>
fulltext fulltext
identifier ISSN: 0733-950X
ispartof Journal of waterway, port, coastal, and ocean engineering, 2017-09, Vol.143 (5)
issn 0733-950X
1943-5460
language eng
recordid cdi_proquest_miscellaneous_1915322851
source American Society Of Civil Engineers ASCE Journals
subjects Fluid dynamics
Fluid flow
Marine
Mathematical analysis
Nonuniform
Parameters
Pressure gradients
Scouring
Sediments
Technical Papers
title Equilibrium Scour-Depth Prediction around Cylindrical Structures
url http://sfxeu10.hosted.exlibrisgroup.com/loughborough?ctx_ver=Z39.88-2004&ctx_enc=info:ofi/enc:UTF-8&ctx_tim=2025-01-03T17%3A44%3A47IST&url_ver=Z39.88-2004&url_ctx_fmt=infofi/fmt:kev:mtx:ctx&rfr_id=info:sid/primo.exlibrisgroup.com:primo3-Article-proquest_cross&rft_val_fmt=info:ofi/fmt:kev:mtx:journal&rft.genre=article&rft.atitle=Equilibrium%20Scour-Depth%20Prediction%20around%20Cylindrical%20Structures&rft.jtitle=Journal%20of%20waterway,%20port,%20coastal,%20and%20ocean%20engineering&rft.au=Tavouktsoglou,%20N.%20S&rft.date=2017-09-01&rft.volume=143&rft.issue=5&rft.issn=0733-950X&rft.eissn=1943-5460&rft_id=info:doi/10.1061/(ASCE)WW.1943-5460.0000401&rft_dat=%3Cproquest_cross%3E1901742073%3C/proquest_cross%3E%3Cgrp_id%3Ecdi_FETCH-LOGICAL-a426t-7fc7dccc96a07a279cf3681f9198130214ae15a87988a7035988ad5ba64807033%3C/grp_id%3E%3Coa%3E%3C/oa%3E%3Curl%3E%3C/url%3E&rft_id=info:oai/&rft_pqid=1901742073&rft_id=info:pmid/&rfr_iscdi=true