Large Eddy Simulations of sediment entrainment induced by a lock-exchange gravity current
Large Eddy simulations of lock-exchange gravity currents propagating over a mobile reach are presented. The numerical setting allows to investigate the sediment pick up induced by the currents and to study the underlying mechanisms leading to sediment entrainment for different Grashof numbers and gr...
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Veröffentlicht in: | Advances in water resources 2018-04, Vol.114, p.102-118 |
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description | Large Eddy simulations of lock-exchange gravity currents propagating over a mobile reach are presented. The numerical setting allows to investigate the sediment pick up induced by the currents and to study the underlying mechanisms leading to sediment entrainment for different Grashof numbers and grain sizes. First, the velocity field and the bed shear-stress distribution are investigated, along with turbulent structures formed in the flow, before the current reaches the mobile bed. Then, during the propagation of the current above the erodible section of the bed the contour plots of the entrained material are presented as well as the time evolution of the areas covered by the current and by the sediment at this section. The numerical outcomes are compared with experimental data showing a very good agreement. Overall, the study confirms that sediment pick up is prevalent at the head of the current where the strongest turbulence occurs. Further, above the mobile reach of the bed, settling process seems to be of minor importance, with the entrained material being advected downstream by the current. Additionally, the study shows that, although shear stress is the main mechanism that sets particles in motion, turbulent bursts as well as vertical velocity fluctuations are also necessary to counteract the falling velocity of the particles and maintain them into suspension. Finally, the analysis of the stability conditions of the current shows that, from one side, sediment concentration gives a negligible contribution to the stability of the front of the current and from the other side, the stability conditions provided by the current do not allow sediments to move into the ambient fluid. |
doi_str_mv | 10.1016/j.advwatres.2018.02.002 |
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The numerical setting allows to investigate the sediment pick up induced by the currents and to study the underlying mechanisms leading to sediment entrainment for different Grashof numbers and grain sizes. First, the velocity field and the bed shear-stress distribution are investigated, along with turbulent structures formed in the flow, before the current reaches the mobile bed. Then, during the propagation of the current above the erodible section of the bed the contour plots of the entrained material are presented as well as the time evolution of the areas covered by the current and by the sediment at this section. The numerical outcomes are compared with experimental data showing a very good agreement. Overall, the study confirms that sediment pick up is prevalent at the head of the current where the strongest turbulence occurs. Further, above the mobile reach of the bed, settling process seems to be of minor importance, with the entrained material being advected downstream by the current. Additionally, the study shows that, although shear stress is the main mechanism that sets particles in motion, turbulent bursts as well as vertical velocity fluctuations are also necessary to counteract the falling velocity of the particles and maintain them into suspension. Finally, the analysis of the stability conditions of the current shows that, from one side, sediment concentration gives a negligible contribution to the stability of the front of the current and from the other side, the stability conditions provided by the current do not allow sediments to move into the ambient fluid.</description><identifier>ISSN: 0309-1708</identifier><identifier>EISSN: 1872-9657</identifier><identifier>DOI: 10.1016/j.advwatres.2018.02.002</identifier><language>eng</language><publisher>Oxford: Elsevier Ltd</publisher><subject>Computational fluid dynamics ; Computer simulation ; Eddy currents ; Entrainment ; Evolution ; Fluid flow ; Grain size distribution ; Gravitation ; Gravity ; Gravity currents ; Large eddy simulation ; Large eddy simulations ; Propagation ; Sediment ; Sediment concentration ; Sediments ; Shear stress ; Stability ; Stability analysis ; Stress analysis ; Stress concentration ; Stress distribution ; Suspended sediment transport ; Turbulence ; Turbulent flow ; Velocity ; Velocity distribution ; Vertical velocities</subject><ispartof>Advances in water resources, 2018-04, Vol.114, p.102-118</ispartof><rights>2018</rights><rights>Copyright Elsevier Science Ltd. Apr 2018</rights><lds50>peer_reviewed</lds50><oa>free_for_read</oa><woscitedreferencessubscribed>false</woscitedreferencessubscribed><citedby>FETCH-LOGICAL-a415t-ab623e099003b6d12c60b417c20861097562e7dd2d6ffd135899ce84cdf92ef33</citedby><cites>FETCH-LOGICAL-a415t-ab623e099003b6d12c60b417c20861097562e7dd2d6ffd135899ce84cdf92ef33</cites><orcidid>0000-0002-7900-8376 ; 0000-0002-0320-8216</orcidid></display><links><openurl>$$Topenurl_article</openurl><openurlfulltext>$$Topenurlfull_article</openurlfulltext><thumbnail>$$Tsyndetics_thumb_exl</thumbnail><linktohtml>$$Uhttps://www.sciencedirect.com/science/article/pii/S0309170817307698$$EHTML$$P50$$Gelsevier$$H</linktohtml><link.rule.ids>314,776,780,3536,27903,27904,65309</link.rule.ids></links><search><creatorcontrib>Kyrousi, Foteini</creatorcontrib><creatorcontrib>Leonardi, A.</creatorcontrib><creatorcontrib>Roman, F.</creatorcontrib><creatorcontrib>Armenio, V.</creatorcontrib><creatorcontrib>Zanello, F.</creatorcontrib><creatorcontrib>Zordan, J.</creatorcontrib><creatorcontrib>Juez, C.</creatorcontrib><creatorcontrib>Falcomer, L.</creatorcontrib><title>Large Eddy Simulations of sediment entrainment induced by a lock-exchange gravity current</title><title>Advances in water resources</title><description>Large Eddy simulations of lock-exchange gravity currents propagating over a mobile reach are presented. The numerical setting allows to investigate the sediment pick up induced by the currents and to study the underlying mechanisms leading to sediment entrainment for different Grashof numbers and grain sizes. First, the velocity field and the bed shear-stress distribution are investigated, along with turbulent structures formed in the flow, before the current reaches the mobile bed. Then, during the propagation of the current above the erodible section of the bed the contour plots of the entrained material are presented as well as the time evolution of the areas covered by the current and by the sediment at this section. The numerical outcomes are compared with experimental data showing a very good agreement. Overall, the study confirms that sediment pick up is prevalent at the head of the current where the strongest turbulence occurs. Further, above the mobile reach of the bed, settling process seems to be of minor importance, with the entrained material being advected downstream by the current. Additionally, the study shows that, although shear stress is the main mechanism that sets particles in motion, turbulent bursts as well as vertical velocity fluctuations are also necessary to counteract the falling velocity of the particles and maintain them into suspension. 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The numerical setting allows to investigate the sediment pick up induced by the currents and to study the underlying mechanisms leading to sediment entrainment for different Grashof numbers and grain sizes. First, the velocity field and the bed shear-stress distribution are investigated, along with turbulent structures formed in the flow, before the current reaches the mobile bed. Then, during the propagation of the current above the erodible section of the bed the contour plots of the entrained material are presented as well as the time evolution of the areas covered by the current and by the sediment at this section. The numerical outcomes are compared with experimental data showing a very good agreement. Overall, the study confirms that sediment pick up is prevalent at the head of the current where the strongest turbulence occurs. Further, above the mobile reach of the bed, settling process seems to be of minor importance, with the entrained material being advected downstream by the current. Additionally, the study shows that, although shear stress is the main mechanism that sets particles in motion, turbulent bursts as well as vertical velocity fluctuations are also necessary to counteract the falling velocity of the particles and maintain them into suspension. Finally, the analysis of the stability conditions of the current shows that, from one side, sediment concentration gives a negligible contribution to the stability of the front of the current and from the other side, the stability conditions provided by the current do not allow sediments to move into the ambient fluid.</abstract><cop>Oxford</cop><pub>Elsevier Ltd</pub><doi>10.1016/j.advwatres.2018.02.002</doi><tpages>17</tpages><orcidid>https://orcid.org/0000-0002-7900-8376</orcidid><orcidid>https://orcid.org/0000-0002-0320-8216</orcidid><oa>free_for_read</oa></addata></record> |
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subjects | Computational fluid dynamics Computer simulation Eddy currents Entrainment Evolution Fluid flow Grain size distribution Gravitation Gravity Gravity currents Large eddy simulation Large eddy simulations Propagation Sediment Sediment concentration Sediments Shear stress Stability Stability analysis Stress analysis Stress concentration Stress distribution Suspended sediment transport Turbulence Turbulent flow Velocity Velocity distribution Vertical velocities |
title | Large Eddy Simulations of sediment entrainment induced by a lock-exchange gravity current |
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