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dc.contributor.authorFonias, E. N.en
dc.contributor.authorGrigoriadis, D. G. E.en
dc.contributor.editorA.M, Wangen
dc.contributor.editorJ.S, Chungen
dc.contributor.editorT, Kokkinisen
dc.contributor.editorM, Muskulusen
dc.creatorFonias, E. N.en
dc.creatorGrigoriadis, D. G. E.en
dc.date.accessioned2019-05-06T12:23:34Z
dc.date.available2019-05-06T12:23:34Z
dc.date.issued2016
dc.identifier.isbn978-1-880653-88-3
dc.identifier.urihttp://gnosis.library.ucy.ac.cy/handle/7/48342
dc.description.abstractIn the present work, the pulsating flow around a submerged cylinder close to the impermeable seabed is examined by means of Large Eddy Simulations (LES). A Reynolds number equal to Re = 5000 is considered, based on the length of orbital motion ao and the maximum flow velocity Uo. This study mainly focuses on the detailed description of the flow characteristics and sediment motion in the vicinity of the seabed and most importantly, in the region between the lower side of the submerged obstacle and the impermeable bottom. The sediment phase, consisting of sand particles, is simulated in a Lagrangian framework using the Maxey-Riley equation (1984) in a 4-way coupling regime, i.e. taking into account momentum exchange between the sediment and the fluid phase as well as inter-particle collisions. The consideration of a layer of sand particles released within an orthogonal region from the sea floor up to a level equal to 0.25αo (in the wall normal direction) provides a realistic representation of submerged structures installed in the coastal environment. The cylinder with a diameter D = 0.5αo is represented using the Immersed Boundary Method (IBM). The domain is discretised in space using Cartesian grids and central finite differences, while for time advancement a two-step time-splitting method is considered using a second order Adams-Bashforth scheme. The subgrid scales of motion are modelled using the simple Smagorinsky model. The turbulence behaviour of the flow in the region between the cylinder and the seabed is discussed along with the effect of the distance of the obstacle and the impermeable seabed for distances up to 1.0D. Potential bed load motion under the submerged cylinder is also investigated by analysing the spatio-temporal variation of wall shear stresses. Particle concentration constitutes the suspended load currently in motion. Regions with increased wall shear stresses are identified in the proximity of the cylinder where intense scouring effects could be initiated. © Copyright 2016 by the International Society of Offshore and Polar Engineers (ISOPE).en
dc.language.isoengen
dc.publisherInternational Society of Offshore and Polar Engineersen
dc.sourceProceedings of the International Offshore and Polar Engineering Conferenceen
dc.subjectShear flowen
dc.subjectReynolds numberen
dc.subjectShear stressen
dc.subjectTurbulent flowen
dc.subjectComputational fluid dynamicsen
dc.subjectImmersed boundary methodsen
dc.subjectLarge eddy simulationen
dc.subjectLESen
dc.subjectBed shear stressen
dc.subjectBed shear stresssen
dc.subjectCentral finite differenceen
dc.subjectCylinderen
dc.subjectCylinders (shapes)en
dc.subjectElementary particlesen
dc.subjectFlow patternsen
dc.subjectFlow velocityen
dc.subjectInter-particle collisionen
dc.subjectMaximum flow velocitiesen
dc.subjectParticle concentrationsen
dc.subjectParticlesen
dc.subjectPulsating flowen
dc.subjectRiversen
dc.subjectSediment transporten
dc.subjectSedimentsen
dc.subjectSpatio-temporal variationen
dc.subjectSuspended sedimenten
dc.subjectSuspended sedimentsen
dc.titleEffect of turbulent pulsating flow around a near-wall submerged cylinder on the potential motion of bed and suspended loadsen
dc.typeinfo:eu-repo/semantics/conferenceObject
dc.description.volume2016-Januaryen
dc.description.startingpage1217
dc.description.endingpage1224
dc.author.facultyΠολυτεχνική Σχολή / Faculty of Engineering
dc.author.departmentΤμήμα Μηχανικών Μηχανολογίας και Κατασκευαστικής / Department of Mechanical and Manufacturing Engineering
dc.type.uhtypeConference Objecten
dc.contributor.orcidGrigoriadis, D. G. E. [0000-0002-8961-7394]
dc.contributor.orcidFonias, E. N.[0000-0003-2475-7166]
dc.description.totalnumpages1217-1224
dc.gnosis.orcid0000-0002-8961-7394
dc.gnosis.orcid0000-0003-2475-7166


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