Two-Fraction Model of Initial Sediment Motion in Gravel-Bed Rivers

Author:

Wilcock Peter R.1

Affiliation:

1. Department of Geography and Environmental Engineering, Johns Hopkins University, Baltimore, MD 21218, USA.

Abstract

The prediction of sediment transport in gravel-bed rivers is essential to the management of land, water, and ecological resources in mountain regions. Dividing the bed sediment into two populations—sand and gravel—permits realistic and useful predictions of the onset of sediment transport. The critical flow initiating grain motion decreases rapidly with sand content over the transition from a gravel-framework bed to a sand-matrix bed. The two-fraction model provides a simple means of forecasting the movement of excess fine sediment supply. The model also helps to explain the development of the abrupt gravel-sand transition commonly observed in natural rivers.

Publisher

American Association for the Advancement of Science (AAAS)

Subject

Multidisciplinary

Reference31 articles.

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2. M. T. Hill, W. S. Platts, R. L. Beschta,Rivers 2, 198 (1991); F. K. Ligon, W. E. Dietrich, W. J. Trush, Bioscience 45, 183 (1995); Kondolf G. M., Wilcock P. R., Water Resour. Res. 32, 2589 (1996).

3. E. Meyer-Peter and R. Müller Proceedings of the 2nd Congress of the International Association for Hydraulic Research Stockholm (1948) p. 39; F. Engelund and E. Hansen A Monograph on Sediment Transport in Alluvial Streams (Teknisk Vorlag Copenhagen 1972).

4. L. B. Leopold in Dynamics of Gravel-bed Rivers P. Billi R. D. Hey C. R. Thorne P. Tacconi Eds. (Wiley Chichester UK 1992) chap. 14.

5. K. Ashida and M. Michiue Trans. Jpn. Soc. Civ. Eng. 206 59 (1972).

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