TECHNICAL PAPERS
Mar 1, 2000

Experiments on Downstream Fining of Gravel. II: Wide and Sandy Runs

Publication: Journal of Hydraulic Engineering
Volume 126, Issue 3

Abstract

This is the second of two papers about experiments on downstream fining of gravel. Here we briefly summarize the complete series of runs described in the first paper, where the influence of sediment feed rate was evaluated in a narrow channel. We then present results for variation in two more conditions: sand content and channel width. The experiments were carried out in a long flume with an effective 40-m-long test section, with two different widths of 0.3 and 2.7 m. In addition, two sediment mixtures were used with different sand contents (i.e., 33 and 55%) with the remainder being gravel. The following results were obtained. The increase in channel width allowed the formation of transverse topography, enhanced the development of sediment patches, and increased the fining rate of gravel for D50 and finer percentiles. Increasing sand content rendered the long profile of the bed much more concave, caused marked patch development, and most notably increased the fining rate for all percentiles of gravel-sized bed material.

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References

1.
Church, M. A., McLean, C. G., and Wolcott, J. F. ( 1989). “River bed gravels: Sampling and analysis.” Sediment transport in gravel bed rivers, C. R. Thorne, J. C. Bathurst, and R. D. Hey, eds., Wiley, New York, 43–79.
2.
Klingeman, P. C., Chaquette, C. J., and Hammond, S. B. ( 1979). “Bed material characteristics near Oak Creek sediment research facilities, 1978–1979.” Water Resour. Res. Inst., Oregon State University, Corvallis, Oreg.
3.
Seal, R. ( 1994). “Mechanisms of downstream fining in gravel bed rivers,” PhD thesis, University of Minnesota, Minn.
4.
Seal, R., Paola, C., Parker, G., and Mullenbach, B. ( 1995). “Laboratory experiments on downstream fining of gravel, narrow channel runs 1 through 3: Supplemental methods and data.” External Memo. M-239, St. Anthony Falls Hydr. Lab., University of Minnesota, Minneapolis.
5.
Seal, R., Paola, C., Parker, G., Southard, J. B., and Wilcock, P. R. (1997). “Experiments on downstream fining of gravel: I. Narrow-channel runs.”J. Hydr. Engrg., ASCE, 123(10), 874–884.
6.
Toro-Escobar, C. M. ( 1995). “Differential transport and deposition of gravel-sand mixtures in an aggrading river,” MS thesis, Dept. of Civ. Engrg., University of Minnesota, Minn.
7.
Toro-Escobar, C. M., Gruber, A., Parker, G., and Paola, C. ( 1996). “Laboratory experiments on downstream fining of gravel, wide channel runs 4 and 5: Supplemental methods and data.” External Memo. M-239, St. Anthony Falls Hydr. Lab., University of Minnesota, Minneapolis.
8.
Wolcott, J., and Church, M. (1991). “Strategies for sampling spatially heterogeneous phenomena: The example of river gravels.” J. Sedimentary Petr., 61(4), 534–543.

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Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 126Issue 3March 2000
Pages: 198 - 208

History

Received: Dec 8, 1998
Published online: Mar 1, 2000
Published in print: Mar 2000

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Authors

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Carlos M. Toro-Escobar
Res. Fellow, St. Anthony Falls Lab., Univ. of Minnesota, Minneapolis, MN 55414.
Prof., Dept. of Geol. and Geophysics, Univ. of Minnesota, Minneapolis, MN 55455.
Prof., Dept. of Civ. Engrg., Univ. of Minnesota, Minneapolis, MN.
Prof., Dept. of Geography and Envir. Engrg., Johns Hopkins Univ., Baltimore, MD 21218.
Prof., Dept. of Earth, Atmos. and Plan. Sci., Massachusetts Inst. of Technol., Cambridge, MA 02139.

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