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    Tilting While Lifting a Large Object from a Rigid Porous Seabed

    Source: Journal of Engineering Mechanics:;2014:;Volume ( 140 ):;issue: 004
    Author:
    Meng-Yu
    ,
    Lin
    ,
    Hsueh-Mei
    ,
    Huang
    ,
    Liang-Hsiung
    ,
    Huang
    DOI: 10.1061/(ASCE)EM.1943-7889.0000703
    Publisher: American Society of Civil Engineers
    Abstract: This study investigates the flow field and the hydrodynamic forces induced by the tilting lift of a large object from a rigid porous seabed using an analytical approach. The flow in the corners between the object and the seabed is a corner flow with a low Reynolds number, and the porous media flow in the seabed obeys the Brinkman equations. The complete boundary conditions for viscous flow, including the continuity of velocities and stresses, are utilized at the seabed-water interface. The Helmholtz decomposition theorem, which decomposes the flow field into irrotational and rotational parts, and a perturbation expansion, are employed to solve the boundary-value problem. Perturbation solutions with first-order corrections are presented, indicating that the flow inside the wedged corner is a Stokes flow driven by the liftup of the object, and the flow within the permeable seabed is a boundary-layer flow. Furthermore, in the wedged corner, the flow induced by the slip velocity at the porous interface is similar to the flow in the paint-scraper problem of Taylor.
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      Tilting While Lifting a Large Object from a Rigid Porous Seabed

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    http://yetl.yabesh.ir/yetl1/handle/yetl/61195
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    contributor authorMeng-Yu
    contributor authorLin
    contributor authorHsueh-Mei
    contributor authorHuang
    contributor authorLiang-Hsiung
    contributor authorHuang
    date accessioned2017-05-08T21:44:36Z
    date available2017-05-08T21:44:36Z
    date copyrightApril 2014
    date issued2014
    identifier other%28asce%29em%2E1943-7889%2E0000714.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/61195
    description abstractThis study investigates the flow field and the hydrodynamic forces induced by the tilting lift of a large object from a rigid porous seabed using an analytical approach. The flow in the corners between the object and the seabed is a corner flow with a low Reynolds number, and the porous media flow in the seabed obeys the Brinkman equations. The complete boundary conditions for viscous flow, including the continuity of velocities and stresses, are utilized at the seabed-water interface. The Helmholtz decomposition theorem, which decomposes the flow field into irrotational and rotational parts, and a perturbation expansion, are employed to solve the boundary-value problem. Perturbation solutions with first-order corrections are presented, indicating that the flow inside the wedged corner is a Stokes flow driven by the liftup of the object, and the flow within the permeable seabed is a boundary-layer flow. Furthermore, in the wedged corner, the flow induced by the slip velocity at the porous interface is similar to the flow in the paint-scraper problem of Taylor.
    publisherAmerican Society of Civil Engineers
    titleTilting While Lifting a Large Object from a Rigid Porous Seabed
    typeJournal Paper
    journal volume140
    journal issue4
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)EM.1943-7889.0000703
    treeJournal of Engineering Mechanics:;2014:;Volume ( 140 ):;issue: 004
    contenttypeFulltext
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