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    Free‐Surface Air Core Vortex 

    Source: Journal of Hydraulic Engineering:;1986:;Volume ( 112 ):;issue: 007
    Author(s): A. Jacob Odgaard
    Publisher: American Society of Civil Engineers
    Abstract: A Rankine vortex model is used as the basis for an equation for critical submergence of intakes. The equation relates critical submergence to Froude number, circulation number, Reynolds number, and Weber number. The Froude ...
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    Discussion of “<i>Regular Meander Path Model</i>” by Howard H. Chang (October, 1984, Vol. 110, No. 10) 

    Source: Journal of Hydraulic Engineering:;1987:;Volume ( 113 ):;issue: 003
    Author(s): A. Jacob Odgaard
    Publisher: American Society of Civil Engineers
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    Discussion of “<i>Bed Topography in Bends of Sand‐Silt Rivers</i>” by Syunsuke Ikeda and Tatsuya Nishimura (November, 1985) 

    Source: Journal of Hydraulic Engineering:;1987:;Volume ( 113 ):;issue: 001
    Author(s): A. Jacob Odgaard
    Publisher: American Society of Civil Engineers
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    Closure to “<i>Flow and Bed Topography in Alluvial Channel Bend</i>” by A. Jacob Odgaard (April, 1984) 

    Source: Journal of Hydraulic Engineering:;1985:;Volume ( 111 ):;issue: 006
    Author(s): A. Jacob Odgaard
    Publisher: American Society of Civil Engineers
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    Discussion of “<i>Development and Prediction of Bed Armoring</i>” by Hsieh W. Shen and Jau‐Yau Lu (April, 1983) 

    Source: Journal of Hydraulic Engineering:;1984:;Volume ( 110 ):;issue: 004
    Author(s): A. Jacob Odgaard
    Publisher: American Society of Civil Engineers
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    Meander Flow Model. I: Development 

    Source: Journal of Hydraulic Engineering:;1986:;Volume ( 112 ):;issue: 012
    Author(s): A. Jacob Odgaard
    Publisher: American Society of Civil Engineers
    Abstract: A model for simulating the flow and bed topography in a meandering alluvial channel is developed. The basis is a solution to the equations for conservation of mass and momentum and for lateral stability of the streambed. ...
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    Meander Flow Model. II: Applications 

    Source: Journal of Hydraulic Engineering:;1986:;Volume ( 112 ):;issue: 012
    Author(s): A. Jacob Odgaard
    Publisher: American Society of Civil Engineers
    Abstract: An analytical model for simulating the flow and bed topography in a meandering alluvial channel is tested with data from two field studies. One set of data is used for testing a technique which involves discretizing the ...
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    Grain‐Size Distribution of River‐Bed Armor Layers 

    Source: Journal of Hydraulic Engineering:;1984:;Volume ( 110 ):;issue: 010
    Author(s): A. Jacob Odgaard
    Publisher: American Society of Civil Engineers
    Abstract: There appears to be both experimental and theoretical support for the selection of a normal curve for the description of the armor-layer grain size distribution. The findings of this study indicate that if a sufficiently ...
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    Shear‐Induced Secondary Currents in Channel Flows 

    Source: Journal of Hydraulic Engineering:;1984:;Volume ( 110 ):;issue: 007
    Author(s): A. Jacob Odgaard
    Publisher: American Society of Civil Engineers
    Abstract: A simple, analytical model is proposed for the description of flow and stress characteristics in an open-channel flow with nonuniform distribution of bed-shear stress. The model describes the relationship between the ...
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    Flow and Bed Topography in Alluvial Channel Bend 

    Source: Journal of Hydraulic Engineering:;1984:;Volume ( 110 ):;issue: 004
    Author(s): A. Jacob Odgaard
    Publisher: American Society of Civil Engineers
    Abstract: TWO recently developed analytical approaches to a description of the fully developed flow and bed topography in alluvial channel bends are extended to include a description of the development of the flow and bed topography ...
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