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    Applications of Sediment Pick‐Up Function 

    Source: Journal of Hydraulic Engineering:;1986:;Volume ( 112 ):;issue: 009
    Author(s): Leo C. van Rijn
    Publisher: American Society of Civil Engineers
    Abstract: Two applications are presented of a recently proposed empirical sediment pick-up function. The first application deals with bed load transport which is computed as the product of the pick-up rate and the saltation length. ...
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    Sediment Transport, Part II: Suspended Load Transport 

    Source: Journal of Hydraulic Engineering:;1984:;Volume ( 110 ):;issue: 011
    Author(s): Leo C. van Rijn
    Publisher: American Society of Civil Engineers
    Abstract: A method is presented which enables the computation of the suspended load as the depth‐integration of the product of the local concentration and flow velocity. The method is based on the computation of the reference ...
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    Mathematical Modeling of Suspended Sediment in Nonuniform Flows 

    Source: Journal of Hydraulic Engineering:;1986:;Volume ( 112 ):;issue: 006
    Author(s): Leo C. van Rijn
    Publisher: American Society of Civil Engineers
    Abstract: A two‐dimensional vertical mathematical model for suspended sediment is presented. The model is based on the width‐integrated convectiondiffusion equation for the sediment particles including settling effects. The local ...
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    Closure to “<i>Sediment Transport, Part II: Suspended Load Transport</i>” by Leo C. van Rijn (November, 1984, Vol. 110, No. 11) 

    Source: Journal of Hydraulic Engineering:;1987:;Volume ( 113 ):;issue: 009
    Author(s): Leo C. van Rijn
    Publisher: American Society of Civil Engineers
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    Discussion of “<i>Saltation in Water Dynamics</i>” by Peter J. Murphy and Hamid Hooshiari (November, 1982) 

    Source: Journal of Hydraulic Engineering:;1983:;Volume ( 109 ):;issue: 010
    Author(s): Leo C. van Rijn
    Publisher: American Society of Civil Engineers
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    Closure to “<i>Sediment Transport Part III: Bed Forms and Alluvial Roughness</i>” by Leo C. van Rijn (December, 1984, Vol. 110, No. 12) 

    Source: Journal of Hydraulic Engineering:;1986:;Volume ( 112 ):;issue: 011
    Author(s): Leo C. van Rijn
    Publisher: American Society of Civil Engineers
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    Sediment Transport, Part III: Bed forms and Alluvial Roughness 

    Source: Journal of Hydraulic Engineering:;1984:;Volume ( 110 ):;issue: 012
    Author(s): Leo C. van Rijn
    Publisher: American Society of Civil Engineers
    Abstract: A method is presented that makes the classification of bed forms, the prediction of the bed‐form dimensions and the effective hydraulic roughness of the bed forms feasible. The proposed relationships are based on the ...
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    Closure to “<i>Equivalent Roughness of Alluvial Bed</i>” by Leo C. Van Rijn (October, 1982) 

    Source: Journal of Hydraulic Engineering:;1983:;Volume ( 109 ):;issue: 009
    Author(s): Leo C. van Rijn
    Publisher: American Society of Civil Engineers
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    Sediment Transport, Part I: Bed Load Transport 

    Source: Journal of Hydraulic Engineering:;1984:;Volume ( 110 ):;issue: 010
    Author(s): Leo C. van Rijn
    Publisher: American Society of Civil Engineers
    Abstract: A method is presented which enables the computation of the bedload transport as the product of the saltation height, the particle velocity and the bed‐load concentration. The equations of motions for a solitary particle ...
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    Discussion of “<i>Shape and Dimensions of Stationary Dunes in Rivers</i>” by Jørgen Fredsøe (August, 1982) 

    Source: Journal of Hydraulic Engineering:;1984:;Volume ( 110 ):;issue: 006
    Author(s): Leo C. van Rijn
    Publisher: American Society of Civil Engineers
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