TECHNICAL NOTES
Sep 1, 1986

Applications of Sediment Pick‐Up Function

Publication: Journal of Hydraulic Engineering
Volume 112, Issue 9

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. Comparison with measured bed-load transport rates shows encouraging results. The second application deals with suspended load transport. The classical problem of sediment concentration profiles developing in a steady uniform flow which is initially free of sediment, is studied.

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References

1.
Delft Hydraulics Laboratory, “Verification of Flume Tests and Accuracy of Flow Parameters,” Note R 657‐VI, Delft, The Netherlands, 1979, in Dutch.
2.
Einstein, H. A., “The Bed‐Load Function for Sediment Transportation in Open Channel Flow,” Technical Bulletin No. 1026, United States Dept. of Agriculture, Washington, D.C., 1950.
3.
Frijlink, H. C., “Discussion of Bed‐Load Movement Formulas,” Delft Hydraulics Laboratory, Report No. X2344/LV, The Netherlands, 1952.
4.
Guy, H. P., Simons, D. B., and Richardson, E. V., “Summary of Alluvial Channel Data from Flume Experiments, 1956–1961,” Geol. Survey Prof. Paper, 462‐I, Washington, D.C., 1966.
5.
Meyer‐Peter, E. and Müller, R., “Formulas for Bed‐Load Transport,” Second IAHR Congress, Stockholm, Sweden, 1948.
6.
Peterson, A. W., and Howells, R. F., “A Compendium of Solids Transport Data for Mobile Boundary Channels,” Report No. HY‐1973‐ST3, Dept. of Civ. Engrg., Univ. of Alberta, Canada, 1973.
7.
Rijn, L. C. van, “Sediment Pick‐Up Functions,” Journal of Hydraulic Engineering, ASCE, 110 (10), 1984.
8.
Rijn, L. C. van, “Sediment Transport Part I: Bed Load Transport,” Journal of Hydraulic Engineering, ASCE, 110 (10), 1984.
9.
Rijn, L. C. van, “Sediment Transport, Part II: Suspended Load Transport,” Journal of Hydraulic Engineering, ASCE, 110 (11), 1984.
10.
Rijn, L. C. van, “Two‐Dimensional Mathematical Model for Suspended Sediment Transport,” Delft Hydraulics Laboratory, Report S 488‐IV, Delft, The Netherlands, 1985.
11.
Vanoni, V. A. and Brooks, N. H., “Laboratory Studies of the Roughness and Suspended Load of Alluvial Streams,” Sedimentation Laboratory, California Institute of Technology, Report E‐68, Pasadena, Calif., 1957.
12.
White, W. R., Milli, H., and Crabbe, A. D., “Sediment Transport Theories: A Review,” Proc., Instr. Civ. Engrs., Part 2, 59, London, England, 1975.
13.
Yalin, M. S., Mechanics of Sediment Transport, 2nd Ed., Pergamon Press, Oxford, England, 1977.

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Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 112Issue 9September 1986
Pages: 867 - 874

History

Published online: Sep 1, 1986
Published in print: Sep 1986

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Authors

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Leo C. van Rijn
Sr. Engr., Delft Hydraulics Lab., P.O. Box 152, Emmeloord, The Netherlands

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