Discussion of “Apparent Roughness in Wave–Current Flow: Implication for Coastal Studies” by Alexander Perlin and Eliezer Kit
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Volume 130, Issue 3
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References
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Havinga, F. J. (1992). “Sediment concentrations and transport in case of irregular non-breaking waves with a current.” Faculty of Civil Engineering, Delft Univ. of Technology, The Netherlands.
Kaaij, T. H., and Nieuwjaar, M. W. C. (1987). “Sediment concentrations and transport in case of irregular non-breaking waves with a current.” Faculty of Civil Engineering, Delft Univ. of Technology, Delft, The Netherlands.
Kampen, H. F. A., and Nap, E. N. (1988). “Sediment concentrations and transport in case of irregular non-breaking waves with a current.” Faculty of Civil Engineering, Delft Univ. of Technology, Delft, The Netherlands.
Nielsen, P. (1992). Coastal bottom boundary layers and sediment transport, World Scientific, Singapore.
Perlin, A., and Kit, E.(2002). “Apparent roughness in wave-current flow: Implication for coastal studies.” J. Waterw., Port, Coastal, Ocean Eng., 128(8), 729–741.
Sleath, J. F. A.(1987). “Turbulent oscillatory flow over rough beds.” J. Fluid Mech., 182, 369–409.
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You, Z. J.(1995). “Increase of current bottom shear stress due to waves.” Coastal Eng., 26, 291–295.
You, Z. J.(1996a). “Discussion of Transport of fine sands by currents and waves, by Leo C. Van Rijn.” J. Waterw., Port, Coastal, Ocean Eng., 122(2), 265–266.
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Journal of Hydraulic Engineering
Volume 130 • Issue 3 • March 2004
Pages: 270 - 271
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Copyright © 2004 American Society of Civil Engineers.
History
Published online: Feb 19, 2004
Published in print: Mar 2004
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