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Discrete mechanics of sediment transport

Publication ,  Journal Article
Haff, PK
Published in: Proceedings of Engineering Mechanics
January 1, 1992

Usually a granular medium is being represented by a continuous approximation in which the degrees of freedom of individual grains are averaged away in favor of a partial differential equation (PDE). To do this we need a constitutive equation. This paper describes an impact process which is slove sensitive, since unit surface elements oriented into the wind receive more impact per unit time than surface elements oriented downwind. Although the systems simulated in the paper are small compared to the expanse of a sand dune surface, the stratigraphic patterns generated in each small sample are diagnostic of mechanical conditions (wind velocity etc.) prevailing at deposition, and therefore may serve as indicators of

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Published In

Proceedings of Engineering Mechanics

Publication Date

January 1, 1992

Start / End Page

756 / 759
 

Citation

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Haff, P. K. (1992). Discrete mechanics of sediment transport. Proceedings of Engineering Mechanics, 756–759.
Haff, P. K. “Discrete mechanics of sediment transport.” Proceedings of Engineering Mechanics, January 1, 1992, 756–59.
Haff PK. Discrete mechanics of sediment transport. Proceedings of Engineering Mechanics. 1992 Jan 1;756–9.
Haff, P. K. “Discrete mechanics of sediment transport.” Proceedings of Engineering Mechanics, Jan. 1992, pp. 756–59.
Haff PK. Discrete mechanics of sediment transport. Proceedings of Engineering Mechanics. 1992 Jan 1;756–759.

Published In

Proceedings of Engineering Mechanics

Publication Date

January 1, 1992

Start / End Page

756 / 759