Blench Equilibrium Parameters: Supplementary Data
Publication: Journal of Hydraulic Engineering
Volume 109, Issue 10
Abstract
Previously reported data from sandbed rivers, gravel-bed rivers and laboratory flumes are reviewed. In this technical note, the data are supplemented with data sets from two different laboratory flumes. The first data set is for weak sediment transport with sand. The second set is for a steep channel with large relative roughness.
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References
1.
Bathurst, J. C., Graf, W. H., and Cao, H. H., “Bedforms and Flow Resistance in Steep Gravel‐Bed Channels,” Proceedings of the Colloquium on the Mechanics of Sediment Transport, EUROMECH 156, Istanbul, Turkey, July, 1982.
2.
Cooper, R. H., Peterson, A. W., and Blench, T., “Critical Review of Sediment Transport Experiments,” Journal of the Hydraulics Division, ASCE, Vol. 98, No. HY5, Proc. Paper 8873, May, 1972, pp. 827–843.
3.
Knight, D. W., Patel, H. S., Demetriou, J. D., and Hamed, M. E., “Boundary Shear Stress Distributions in Open Channel and Closed Conduit Flow,” Proceedings of the Colloquium on the Mechanics of Sediment Transport, EUROMECH 156, Instanbul, Turkey, July, 1982.
4.
Pazis, G. C., “Faible Transport des Sediments par Erosion et Déposition dans des Canaux Alluvionnaires,” thesis presented to the Ecole Polytechnique Fédérale, at Lausanne, Switzerland, in 1976, in partial fulfillment of the requirements for the doctoral degree.
5.
Pazis, G. C., and Graf, W. H., “Weak Sediment Transport,” Journal of the Hydraulics Divison, ASCE, Vol. 103, No. HY7, July, 1977, pp. 799–802.
6.
Peterson, A., and Blench, T., “Graphed Equilibrium Parameters of Channels Formed in Sediment,” Canadian Journal of Civil Engineering, Vol. 7, No. 1, 1980.
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Published In
Journal of Hydraulic Engineering
Volume 109 • Issue 10 • October 1983
Pages: 1369 - 1374
Copyright
Copyright © 1983 ASCE.
History
Published online: Oct 1, 1983
Published in print: Oct 1983
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