Entrainment of Sediment Particles in Protection Layers
AbstractProtection layers are often used to prevent scour and erosion, e.g., prevention of scour around wind turbine foundations. However, several cases exist where installed scour protection has settled, where loss of sediment through the armor layer can explain the failure. This paper presents the...
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Veröffentlicht in: | Journal of hydraulic engineering (New York, N.Y.) N.Y.), 2021-10, Vol.147 (10) |
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creator | Mandviwalla, Xerxes Christensen, Erik Damgaard |
description | AbstractProtection layers are often used to prevent scour and erosion, e.g., prevention of scour around wind turbine foundations. However, several cases exist where installed scour protection has settled, where loss of sediment through the armor layer can explain the failure. This paper presents the use of a detailed large eddy simulation–discrete-element method (LES-DEM) model to study sediment particles in porous media. First, a simple idealized case of the removal of sediment from an idealized cavity beneath a smooth turbulent boundary layer was set up. The model showed the penetration of turbulence, mainly in the form of sweep events, into the cavity. This high momentum would at times reach the bottom and entrain the fine sediments. The sediment would subsequently roll over and form a pile and at times be suspended from the return flow of the penetrating turbulence. Finally, a more realistic armor layer was set up with a series of closely packed spheres. Fine sediments were seeded at the bed. A hydraulically rough boundary layer was developed over the armor layer, where turbulent statistics from the model compared well against experiments. Turbulent structures characteristic of the bursting process were identified in the rough wall case. The penetration of sweep events’ entrainment and suspending the finer sediments is detailed. The flushing of cavities from passing ejection events is also presented. |
doi_str_mv | 10.1061/(ASCE)HY.1943-7900.0001898 |
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However, several cases exist where installed scour protection has settled, where loss of sediment through the armor layer can explain the failure. This paper presents the use of a detailed large eddy simulation–discrete-element method (LES-DEM) model to study sediment particles in porous media. First, a simple idealized case of the removal of sediment from an idealized cavity beneath a smooth turbulent boundary layer was set up. The model showed the penetration of turbulence, mainly in the form of sweep events, into the cavity. This high momentum would at times reach the bottom and entrain the fine sediments. The sediment would subsequently roll over and form a pile and at times be suspended from the return flow of the penetrating turbulence. Finally, a more realistic armor layer was set up with a series of closely packed spheres. Fine sediments were seeded at the bed. A hydraulically rough boundary layer was developed over the armor layer, where turbulent statistics from the model compared well against experiments. Turbulent structures characteristic of the bursting process were identified in the rough wall case. The penetration of sweep events’ entrainment and suspending the finer sediments is detailed. The flushing of cavities from passing ejection events is also presented.</description><identifier>ISSN: 0733-9429</identifier><identifier>EISSN: 1943-7900</identifier><identifier>DOI: 10.1061/(ASCE)HY.1943-7900.0001898</identifier><language>eng</language><publisher>New York: American Society of Civil Engineers</publisher><subject>Armor ; Armor penetration ; Boundary layers ; Computational fluid dynamics ; Discrete element method ; Entrainment ; Holes ; Large eddy simulation ; Momentum ; Penetration ; Porous media ; Protection ; Return flow ; Rollover ; Scour ; Scour protection ; Sediment ; Sediments ; Statistical methods ; Technical Papers ; Turbine engines ; Turbines ; Turbulence ; Turbulent boundary layer ; Turbulent flow ; Wind power ; Wind turbines</subject><ispartof>Journal of hydraulic engineering (New York, N.Y.), 2021-10, Vol.147 (10)</ispartof><rights>2021 American Society of Civil Engineers</rights><lds50>peer_reviewed</lds50><oa>free_for_read</oa><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-a388t-e4d54ea44ef687e9a1f5f49ebd9dc3cf74bb6892fd7d55a44e3e2fe0e92c5dd03</citedby><cites>FETCH-LOGICAL-a388t-e4d54ea44ef687e9a1f5f49ebd9dc3cf74bb6892fd7d55a44e3e2fe0e92c5dd03</cites><orcidid>0000-0002-5225-5828</orcidid></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktopdf>$$Uhttp://ascelibrary.org/doi/pdf/10.1061/(ASCE)HY.1943-7900.0001898$$EPDF$$P50$$Gasce$$H</linktopdf><linktohtml>$$Uhttp://ascelibrary.org/doi/abs/10.1061/(ASCE)HY.1943-7900.0001898$$EHTML$$P50$$Gasce$$H</linktohtml><link.rule.ids>314,780,784,27922,27923,75963,75971</link.rule.ids></links><search><creatorcontrib>Mandviwalla, Xerxes</creatorcontrib><creatorcontrib>Christensen, Erik Damgaard</creatorcontrib><title>Entrainment of Sediment Particles in Protection Layers</title><title>Journal of hydraulic engineering (New York, N.Y.)</title><description>AbstractProtection layers are often used to prevent scour and erosion, e.g., prevention of scour around wind turbine foundations. However, several cases exist where installed scour protection has settled, where loss of sediment through the armor layer can explain the failure. This paper presents the use of a detailed large eddy simulation–discrete-element method (LES-DEM) model to study sediment particles in porous media. First, a simple idealized case of the removal of sediment from an idealized cavity beneath a smooth turbulent boundary layer was set up. The model showed the penetration of turbulence, mainly in the form of sweep events, into the cavity. This high momentum would at times reach the bottom and entrain the fine sediments. The sediment would subsequently roll over and form a pile and at times be suspended from the return flow of the penetrating turbulence. Finally, a more realistic armor layer was set up with a series of closely packed spheres. Fine sediments were seeded at the bed. A hydraulically rough boundary layer was developed over the armor layer, where turbulent statistics from the model compared well against experiments. Turbulent structures characteristic of the bursting process were identified in the rough wall case. The penetration of sweep events’ entrainment and suspending the finer sediments is detailed. The flushing of cavities from passing ejection events is also presented.</description><subject>Armor</subject><subject>Armor penetration</subject><subject>Boundary layers</subject><subject>Computational fluid dynamics</subject><subject>Discrete element method</subject><subject>Entrainment</subject><subject>Holes</subject><subject>Large eddy simulation</subject><subject>Momentum</subject><subject>Penetration</subject><subject>Porous media</subject><subject>Protection</subject><subject>Return flow</subject><subject>Rollover</subject><subject>Scour</subject><subject>Scour protection</subject><subject>Sediment</subject><subject>Sediments</subject><subject>Statistical methods</subject><subject>Technical Papers</subject><subject>Turbine engines</subject><subject>Turbines</subject><subject>Turbulence</subject><subject>Turbulent boundary layer</subject><subject>Turbulent flow</subject><subject>Wind power</subject><subject>Wind turbines</subject><issn>0733-9429</issn><issn>1943-7900</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2021</creationdate><recordtype>article</recordtype><recordid>eNp1kE1LAzEQhoMoWKv_YdGLHrYmm49NvJWlWqFgoXroKaTJBLa0uzVJD_337tqqJ08zDM_7DjwI3RI8IliQx_vxopo8TJcjohjNS4XxCGNMpJJnaPB7O0cDXFKaK1aoS3QV47pjmFBygMSkScHUzRaalLU-W4Crv_e5Cam2G4hZ3WTz0CawqW6bbGYOEOI1uvBmE-HmNIfo43nyXk3z2dvLazWe5YZKmXJgjjMwjIEXsgRliOeeKVg55Sy1vmSrlZCq8K50nPcchcIDBlVY7hymQ3R37N2F9nMPMel1uw9N91IXXBDMS8xFRz0dKRvaGAN4vQv11oSDJlj3nrTuPenpUvdOdO9Enzx1YXEMm2jhr_4n-X_wC0WNbQc</recordid><startdate>20211001</startdate><enddate>20211001</enddate><creator>Mandviwalla, Xerxes</creator><creator>Christensen, Erik Damgaard</creator><general>American Society of Civil Engineers</general><scope>AAYXX</scope><scope>CITATION</scope><scope>7QH</scope><scope>7ST</scope><scope>7TB</scope><scope>7TN</scope><scope>7UA</scope><scope>8FD</scope><scope>C1K</scope><scope>F1W</scope><scope>FR3</scope><scope>KR7</scope><scope>SOI</scope><orcidid>https://orcid.org/0000-0002-5225-5828</orcidid></search><sort><creationdate>20211001</creationdate><title>Entrainment of Sediment Particles in Protection Layers</title><author>Mandviwalla, Xerxes ; Christensen, Erik Damgaard</author></sort><facets><frbrtype>5</frbrtype><frbrgroupid>cdi_FETCH-LOGICAL-a388t-e4d54ea44ef687e9a1f5f49ebd9dc3cf74bb6892fd7d55a44e3e2fe0e92c5dd03</frbrgroupid><rsrctype>articles</rsrctype><prefilter>articles</prefilter><language>eng</language><creationdate>2021</creationdate><topic>Armor</topic><topic>Armor penetration</topic><topic>Boundary layers</topic><topic>Computational fluid dynamics</topic><topic>Discrete element method</topic><topic>Entrainment</topic><topic>Holes</topic><topic>Large eddy simulation</topic><topic>Momentum</topic><topic>Penetration</topic><topic>Porous media</topic><topic>Protection</topic><topic>Return flow</topic><topic>Rollover</topic><topic>Scour</topic><topic>Scour protection</topic><topic>Sediment</topic><topic>Sediments</topic><topic>Statistical methods</topic><topic>Technical Papers</topic><topic>Turbine engines</topic><topic>Turbines</topic><topic>Turbulence</topic><topic>Turbulent boundary layer</topic><topic>Turbulent flow</topic><topic>Wind power</topic><topic>Wind turbines</topic><toplevel>peer_reviewed</toplevel><toplevel>online_resources</toplevel><creatorcontrib>Mandviwalla, Xerxes</creatorcontrib><creatorcontrib>Christensen, Erik Damgaard</creatorcontrib><collection>CrossRef</collection><collection>Aqualine</collection><collection>Environment Abstracts</collection><collection>Mechanical & Transportation Engineering Abstracts</collection><collection>Oceanic Abstracts</collection><collection>Water Resources Abstracts</collection><collection>Technology Research Database</collection><collection>Environmental Sciences and Pollution Management</collection><collection>ASFA: Aquatic Sciences and Fisheries Abstracts</collection><collection>Engineering Research Database</collection><collection>Civil Engineering Abstracts</collection><collection>Environment 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>Mandviwalla, Xerxes</au><au>Christensen, Erik Damgaard</au><format>journal</format><genre>article</genre><ristype>JOUR</ristype><atitle>Entrainment of Sediment Particles in Protection Layers</atitle><jtitle>Journal of hydraulic engineering (New York, N.Y.)</jtitle><date>2021-10-01</date><risdate>2021</risdate><volume>147</volume><issue>10</issue><issn>0733-9429</issn><eissn>1943-7900</eissn><abstract>AbstractProtection layers are often used to prevent scour and erosion, e.g., prevention of scour around wind turbine foundations. However, several cases exist where installed scour protection has settled, where loss of sediment through the armor layer can explain the failure. This paper presents the use of a detailed large eddy simulation–discrete-element method (LES-DEM) model to study sediment particles in porous media. First, a simple idealized case of the removal of sediment from an idealized cavity beneath a smooth turbulent boundary layer was set up. The model showed the penetration of turbulence, mainly in the form of sweep events, into the cavity. This high momentum would at times reach the bottom and entrain the fine sediments. The sediment would subsequently roll over and form a pile and at times be suspended from the return flow of the penetrating turbulence. Finally, a more realistic armor layer was set up with a series of closely packed spheres. Fine sediments were seeded at the bed. A hydraulically rough boundary layer was developed over the armor layer, where turbulent statistics from the model compared well against experiments. Turbulent structures characteristic of the bursting process were identified in the rough wall case. The penetration of sweep events’ entrainment and suspending the finer sediments is detailed. The flushing of cavities from passing ejection events is also presented.</abstract><cop>New York</cop><pub>American Society of Civil Engineers</pub><doi>10.1061/(ASCE)HY.1943-7900.0001898</doi><orcidid>https://orcid.org/0000-0002-5225-5828</orcidid><oa>free_for_read</oa></addata></record> |
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subjects | Armor Armor penetration Boundary layers Computational fluid dynamics Discrete element method Entrainment Holes Large eddy simulation Momentum Penetration Porous media Protection Return flow Rollover Scour Scour protection Sediment Sediments Statistical methods Technical Papers Turbine engines Turbines Turbulence Turbulent boundary layer Turbulent flow Wind power Wind turbines |
title | Entrainment of Sediment Particles in Protection Layers |
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