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    Hydraulic Flow in Coupled Parallel Channels of Varying Cross-Sectional Area

    Source: Journal of Fluids Engineering:;1963:;volume( 085 ):;issue: 003::page 417
    Author:
    J. F. Thorpe
    DOI: 10.1115/1.3656627
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The problem considered is that of flow in the two parallel channels formed by the introduction of a long thin plate into a duct of uniform rectangular cross section. The plate is slightly inclined and does not, in general, span the channel so that transverse flow may occur. The flow is described by applying the one-dimensional approximation. Boundary conditions were established by regarding the stagnation streamline as defining two separate channels upstream of the plate leading edge. The solution was then obtained numerically with an IBM 650 computer. Computed hydraulic parameters were in good agreement with those obtained experimentally.
    keyword(s): Channels (Hydraulic engineering) , Hydraulic flow , Flow (Dynamics) , Computers , Approximation , Boundary-value problems AND Ducts ,
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      Hydraulic Flow in Coupled Parallel Channels of Varying Cross-Sectional Area

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    http://yetl.yabesh.ir/yetl1/handle/yetl/95234
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    contributor authorJ. F. Thorpe
    date accessioned2017-05-08T23:12:20Z
    date available2017-05-08T23:12:20Z
    date copyrightSeptember, 1963
    date issued1963
    identifier issn0098-2202
    identifier otherJFEGA4-27251#417_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/95234
    description abstractThe problem considered is that of flow in the two parallel channels formed by the introduction of a long thin plate into a duct of uniform rectangular cross section. The plate is slightly inclined and does not, in general, span the channel so that transverse flow may occur. The flow is described by applying the one-dimensional approximation. Boundary conditions were established by regarding the stagnation streamline as defining two separate channels upstream of the plate leading edge. The solution was then obtained numerically with an IBM 650 computer. Computed hydraulic parameters were in good agreement with those obtained experimentally.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleHydraulic Flow in Coupled Parallel Channels of Varying Cross-Sectional Area
    typeJournal Paper
    journal volume85
    journal issue3
    journal titleJournal of Fluids Engineering
    identifier doi10.1115/1.3656627
    journal fristpage417
    journal lastpage423
    identifier eissn1528-901X
    keywordsChannels (Hydraulic engineering)
    keywordsHydraulic flow
    keywordsFlow (Dynamics)
    keywordsComputers
    keywordsApproximation
    keywordsBoundary-value problems AND Ducts
    treeJournal of Fluids Engineering:;1963:;volume( 085 ):;issue: 003
    contenttypeFulltext
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