On nonlinear simple waves in alluvial river flows: a theory for sediment bores

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Abstract

An increase in the upstream sediment discharge rate in an otherwise uniform alluvial flow often leads to the formation of a stable, propagating sediment bore. In this paper we study discontinuous simple wave solutions of the integral conservation laws governing flows in alluvial rivers or channels. We obtain a family of solutions, parametrized by the upstream sediment discharge rate, q L , and the downstream Eroude number, F O ,which represent stable sediment bores. It is shown that the solutions exist only in a restricted region of the( F O , q L ) plane, and within this region, their properties are derived. A sediment bore is generated experimentally in a flume and measurements are made. The agreement between the measurements and the predictions of the theory is encouraging.

Publisher

The Royal Society

Subject

Pharmacology (medical),Complementary and alternative medicine,Pharmaceutical Science

Reference17 articles.

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2. Cunge J. A. Holly F. M. & Verwey A. 1981 Practical aspects of computational river hydraulics. London: Pitman.

3. Engelund F. & Hansen E. 1967 A monograph on sediment transport in alluival streams. Cophenhagen: Teknisk Vorlag.

4. Gibson A. H. 1934 Hydraulics and its applications. London: Constable.

5. Hasholt B. 1972 Geografisk Tidsskrift 71 31.

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