DISCUSSIONS AND CLOSURES
Sep 1, 1996
Discussion: Transport of Fine Sands by Currents and Waves. II
Author: Zai-Jin YouAuthor Affiliations
Publication: Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 122, Issue 5
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References
1.
van Doorn, T. (1982). “Experimental investigation of the velocity field in the turbulent bottom boundary layer in an oscillatory water tunnel.”Rep. No. M1562-b. Delft Hydr. Lab., Delft, The Netherlands.
2.
van Kaaij, T. H., and Nieuwjaar, M. W. C. (1987). “Sediment concentrations and transport in case of irregular non-breaking waves with a current.” Fac. of Civ. Engrg., Delft Univ. of Technol., Delft, The Netherlands.
3.
van Kampen, H. F. A., and Nap, E. N. (1988). “Sediment concentrations and transport in case of irregular non-breaking waves with a current.” Fac. of Civ. Engrg., Delft Univ. of Technol., Delft, The Netherlands.
4.
You, Z. J.(1994). “A simple model for current velocity profiles in combined wave-current flows.”Coast. Engrg., 23, 289–304.
5.
You, Z. J.(1996). “Movable bed roughness and current profiles in the presence of irregular waves with an arbitrary angle to currents.”Oc. Engrg., 23, 225–242.
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Copyright © 1996 American Society of Civil Engineers.
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Published online: Sep 1, 1996
Published in print: Sep 1996
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Zai-Jin You
Res. Sci., Victorian Inst. of Marine Sci., Locked Bag 7, Collins St. East Post Office, Melbourne 8003, Australia.
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