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    Responses of Submerged, Inclined Pipelines Conveying Mass

    Source: Journal of Manufacturing Science and Engineering:;1974:;volume( 096 ):;issue: 004::page 1141
    Author:
    J. F. Wilson
    ,
    S. B. Biggers
    DOI: 10.1115/1.3438488
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The inclined pipeline is modeled as a Bernoulli-Euler beam with an initial static deflection due to self-weight, end loads, and external drag forces. Pipeline stability and transient responses are determined for a constant flow rate suddenly imposed on the contained fluid mass. Effects of the following dimensionless system parameters are studied: ratio of pipe mass to contained mass; ratio of flow frequency to a reference pipeline frequency; axial loads including line pressure, self-weight and added weight; external drag and linear, viscous damping. Results can be used in the design of oil-conveying pipelines and of dredge pipes used to convey mineral deposits to ships from the ocean floor.
    keyword(s): Pipelines , Weight (Mass) , Drag (Fluid dynamics) , Stress , Pipes , Flow (Dynamics) , Fluids , Deflection , Ships , Seabed , Transients (Dynamics) , Damping , Design , Force , Pressure AND Stability ,
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      Responses of Submerged, Inclined Pipelines Conveying Mass

    URI
    https://yetl.yabesh.ir/yetl1/handle/yetl/164943
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    contributor authorJ. F. Wilson
    contributor authorS. B. Biggers
    date accessioned2017-05-09T01:38:27Z
    date available2017-05-09T01:38:27Z
    date copyrightNovember, 1974
    date issued1974
    identifier issn1087-1357
    identifier otherJMSEFK-27616#1141_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/164943
    description abstractThe inclined pipeline is modeled as a Bernoulli-Euler beam with an initial static deflection due to self-weight, end loads, and external drag forces. Pipeline stability and transient responses are determined for a constant flow rate suddenly imposed on the contained fluid mass. Effects of the following dimensionless system parameters are studied: ratio of pipe mass to contained mass; ratio of flow frequency to a reference pipeline frequency; axial loads including line pressure, self-weight and added weight; external drag and linear, viscous damping. Results can be used in the design of oil-conveying pipelines and of dredge pipes used to convey mineral deposits to ships from the ocean floor.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleResponses of Submerged, Inclined Pipelines Conveying Mass
    typeJournal Paper
    journal volume96
    journal issue4
    journal titleJournal of Manufacturing Science and Engineering
    identifier doi10.1115/1.3438488
    journal fristpage1141
    journal lastpage1146
    identifier eissn1528-8935
    keywordsPipelines
    keywordsWeight (Mass)
    keywordsDrag (Fluid dynamics)
    keywordsStress
    keywordsPipes
    keywordsFlow (Dynamics)
    keywordsFluids
    keywordsDeflection
    keywordsShips
    keywordsSeabed
    keywordsTransients (Dynamics)
    keywordsDamping
    keywordsDesign
    keywordsForce
    keywordsPressure AND Stability
    treeJournal of Manufacturing Science and Engineering:;1974:;volume( 096 ):;issue: 004
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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