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Applications of Sediment Pick‐Up Function
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. ...
Sediment Transport, Part II: Suspended Load Transport
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 ...
Mathematical Modeling of Suspended Sediment in Nonuniform Flows
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 ...
Closure to “<i>Sediment Transport, Part II: Suspended Load Transport</i>” by Leo C. van Rijn (November, 1984, Vol. 110, No. 11)
Publisher: American Society of Civil Engineers
Discussion of “<i>Saltation in Water Dynamics</i>” by Peter J. Murphy and Hamid Hooshiari (November, 1982)
Publisher: American Society of Civil Engineers
Closure to “<i>Sediment Transport Part III: Bed Forms and Alluvial Roughness</i>” by Leo C. van Rijn (December, 1984, Vol. 110, No. 12)
Publisher: American Society of Civil Engineers
Sediment Transport, Part III: Bed forms and Alluvial Roughness
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 ...
Closure to “<i>Equivalent Roughness of Alluvial Bed</i>” by Leo C. Van Rijn (October, 1982)
Publisher: American Society of Civil Engineers
Sediment Transport, Part I: Bed Load Transport
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 ...
Discussion of “<i>Shape and Dimensions of Stationary Dunes in Rivers</i>” by Jørgen Fredsøe (August, 1982)
Publisher: American Society of Civil Engineers
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