DISCUSSIONS AND CLOSURES
Jul 1, 2000

Discussion of “Inception of Sediment Transport on Steep Slopes” by Richard J. S. Whitehouse, Richard L. Soulsby, and Jesper S. Damgaard

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Publication: Journal of Hydraulic Engineering
Volume 126, Issue 7
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References

1.
Damgaard, J. S., Whitehouse, R. J. S., and Soulsby, R. L. (1997). “Bedload transport on steep longitudinal slopes.” J. Hydr. Engrg., ASCE, 123(12), 1130–1138.
2.
Engelund, F. (1981). “The motion of sediment particles on an inclined bed.” Progress Rep. No. 53, Inst. Hydrodynamics and Hydr. Engrg., Technical University of Denmark, Lyngby, Denmark.
3.
Evans, A. W., and Hardisty, J. (1989). “An experimental study of the effect of bedslope and grain pivot angle on the threshold of marine gravel transport.” Marine Geol., Amsterdam, The Netherlands, 89, 163–167.
4.
Hardisty, J., and Whitehouse, R. J. S. (1988). “Evidence for a new sand transport process from experiments on Saharan dunes.” Nature, 332, 532–534.
5.
Ikeda, S. (1982). “Incipient motion of sand particles on side slopes.” J. Hydr. Div., ASCE, 108(1), 95–114.
6.
Lysne, D. (1969). “Movement of sand in tunnels.” J. Hydr. Div., ASCE, 95(6), 1835–1846.
7.
Meyer‐Peter, E., and Müller, R. (1948). “Formulas for bedload transport.” Proc., 2nd Meeting, International Association for Hydraulic Research, Delft, The Netherlands, 39–64.
8.
Padmavally, K., and Rajmane, M. J. (1975). “Variation of the critical tractive force with bedslope.” Indian J. Power and River Valley Devel., 25, 315–317.
9.
Soulsby, R. L. (1997). Dynamics of marine sands, Thomas Telford, London.
10.
Soulsby, R. L., and Whitehouse, R. J. S. (1997). “Threshold of sediment motion in coastal environments.” Proc., Combined Australasian Coast. Engrg. and Ports Conf., Vol. 1, University of Canterbury, New Zealand, 149–154.
11.
Van Rijn, L. C. (1993). “Principles of sediment transport in rivers, estuaries and coastal seas.” Aqua, Oldemarkt, The Netherlands.
12.
Whitehouse, R. J. S. (1991). “Slope‐inclusive bedload transport: experimental assessment and implications for models of bedform development.” Euromech 262, sand transport in rivers, estuaries and the sea, R. L. Soulsby and R. Bettess, eds., Balkema, Rotterdam, The Netherlands, 215–220.
13.
Whitehouse, R. J. S., and Hardisty, J. (1988). “Experimental assessment of two theories for the effect of bedslope on the threshold of bedload transport.” Marine Geol., Amsterdam, The Netherlands, 79, 135–139.

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Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 126Issue 7July 2000
Pages: 553 - 555

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Published online: Jul 1, 2000
Published in print: Jul 2000

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Authors

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Richard J. S. Whitehouse
Sr. Sci., Marine Sediments Group, HR Wallingford Ltd., Wallingford, Oxon OX10 8BA, U.K.
Richard L. Soulsby
Head, Marine Sediments Group, HR Wallingford Ltd., Wallingford, Oxon OX10 8BA, U.K.
Jesper S. Damgaard
Eur Ing Section Mgr., Marine Sediments Group, HR Wallingford Ltd., Wallingford, Oxon OX10 8BA, U.K.

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