TECHNICAL PAPERS
Jun 1, 1993

Alluvial Resistance in Transition Regime

Publication: Journal of Hydraulic Engineering
Volume 119, Issue 6

Abstract

The resistance of alluvial channels depends upon flow and sediment characteristics. This paper considers the bed features and alluvial resistance that occur at, and close to, the transition zone between the upper and lower flow regimes. New flume and river data are published and the results are analyzed to provide satisfactory predictive techniques covering the lower, transition, and upper regimes for use by river engineers. The bed features that occur in the transition regime are shown to be washed‐out dunes that diminish rapidly in height and steepness with increasing shear stress. The increase in depth with increasing unit discharge is much reduced in the transition regime due to lower hydraulic resistance. In certain circumstances, depths in the transition region can decrease with increasing unit discharge. A criterion for the upper limit of the transition regime corresponding to a moving flat bed is proposed by the writers.

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References

1.
Brownlie, W. R. (1981). “Compilation of alluvial channel data: Laboratory and field.” Report KH‐R‐438, California Inst. of Tech., Pasadena, Calif.
2.
Brownlie, W. R. (1983). “Flow depth in sand‐bed channels.” J. Hydr. Engrg., ASCE, 109(7), 959–990.
3.
Einstein, H. A. (1942). “Formulas for the transportation of bed‐load.” Trans. ASCE, 107.
4.
Engelund, F. (1966). “Hydraulic resistance of alluvial streams.” J. Hydr. Div., ASCE, 92(2), 315–326.
5.
Gilbert, G. K. (1914). “The transportation of debris by running water.” Professional Paper 86, U.S. Geological Survey.
6.
Guy, H. P., Simons, D. B., and Richardson, E. V. (1966). “Summary of alluvial channel data from flume experiments, 1956–1961.” Professional Paper 462‐1, U.S. Geological Survey.
7.
Shen, H. W., Mellema, W. J., and Harrison, A. S. (1978). “Temperature and Missouri River Stage near Omaha.” J. Hydr. Div., ASCE, 107(1), 1–20.
8.
Simons, D. B., and Richardson, E. V. (1961). “Forms of bed roughness in alluvial channels.” Proc ASCE, 87(3).
9.
Hayashi, T. (1986). “Alluvial bed forms and roughness.” NSF Sediment Research Workshop, San Francisco.
10.
Wang, S., White, W. R., and Bettess, R. (1986). “Experiments on alluvial friction.” Report SR83, Hydr. Res., Wallingford, England.
11.
White, W. R., Bettess, R., and Wang, S. (1987). “Frictional characteristics of alluvial streams in the lower and upper regimes.” Proc Inst. Civ. Engrs., Part 2, 83(Dec.), 685–700.
12.
Willis, J. C., Coleman, N. L., and Ellis, W. M. (1972). “Laboratory study of transport of fine sand.” J. Hydr. Div., ASCE, 98(3), 489–501.
13.
Yin, Y. (1989). “Experiment study on bedforms and alluvial resistance on sandy bed,” MS thesis, Tsinghua Univ., Beijing, China.

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Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 119Issue 6June 1993
Pages: 725 - 741

History

Received: Sep 25, 1990
Published online: Jun 1, 1993
Published in print: Jun 1993

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Authors

Affiliations

Shiqiang Wang
Prof., Dept. of Hydr. Engrg., Tsinghua Univ., Beijing, China
William Rodney White
Res. Dir., HR Wallingford, Howbery Park, Wallingford, OX10 8BA, UK

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