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    Flow Around Horizontal Circular Cylinder in Shallow Flows

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1991:;Volume ( 117 ):;issue: 002
    Author:
    Yee‐Meng Chiew
    DOI: 10.1061/(ASCE)0733-950X(1991)117:2(120)
    Publisher: American Society of Civil Engineers
    Abstract: This paper describes changes to the flow pattern around a horizontal circular cylinder immersed in shallow open‐channel flows, with different gap openings between the cylinder and the bed. Experiments show that the low flow depth causes backup of the upstream flow depth due to choking of the flow. This phenomenon causes the occurrence of a weir‐flow condition at the cylinder, where a large drawdown forms. The net result is an increase of the drag force. When a gap is present between the underside of the cylinder and the bed, the oncoming flow divides itself into two components as it approaches the cylinder. The study presents a unique relationship describing the amount of gap flow as a function of the undisturbed flow depth and gap size. Changes to both the drag and lift forces exerted on the cylinder for different flow depth and gap size combinations were measured and reasons for these changes discussed.
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      Flow Around Horizontal Circular Cylinder in Shallow Flows

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    http://yetl.yabesh.ir/yetl1/handle/yetl/40865
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    • Journal of Waterway, Port, Coastal, and Ocean Engineering

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    contributor authorYee‐Meng Chiew
    date accessioned2017-05-08T21:09:30Z
    date available2017-05-08T21:09:30Z
    date copyrightMarch 1991
    date issued1991
    identifier other%28asce%290733-950x%281991%29117%3A2%28120%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/40865
    description abstractThis paper describes changes to the flow pattern around a horizontal circular cylinder immersed in shallow open‐channel flows, with different gap openings between the cylinder and the bed. Experiments show that the low flow depth causes backup of the upstream flow depth due to choking of the flow. This phenomenon causes the occurrence of a weir‐flow condition at the cylinder, where a large drawdown forms. The net result is an increase of the drag force. When a gap is present between the underside of the cylinder and the bed, the oncoming flow divides itself into two components as it approaches the cylinder. The study presents a unique relationship describing the amount of gap flow as a function of the undisturbed flow depth and gap size. Changes to both the drag and lift forces exerted on the cylinder for different flow depth and gap size combinations were measured and reasons for these changes discussed.
    publisherAmerican Society of Civil Engineers
    titleFlow Around Horizontal Circular Cylinder in Shallow Flows
    typeJournal Paper
    journal volume117
    journal issue2
    journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
    identifier doi10.1061/(ASCE)0733-950X(1991)117:2(120)
    treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;1991:;Volume ( 117 ):;issue: 002
    contenttypeFulltext
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