SEDIMENT THRESHOLD UNDER OSCILLATORY WAVES

Paul D. Komar; Martin C. Miller

doi:10.9753/icce.v14.44

Núm. 14 (1974), Conference Proceedings

Núm. 14 (1974)

SEDIMENT THRESHOLD UNDER OSCILLATORY WAVES

Conference Proceedings

Publicado 1974-01-29

Paul D. Komar⁺⁻
Martin C. Miller⁺⁻

Paul D. Komar

Oregon State University

Martin C. Miller

Oregon State University

PDF (Inglés)

Palabras clave

oscillatory waves
sediment threshold

Cómo citar

SEDIMENT THRESHOLD UNDER OSCILLATORY WAVES. (1974). Coastal Engineering Proceedings, 1(14), 44. https://doi.org/10.9753/icce.v14.44

Resumen

As the velocity of the water motion near the bottom under oscillatory waves is increased, there comes a stage when the water exerts a stress on the particles sufficient to cause them to move. This study reviews data on threshold of sediment motion under wave action and compares the results with the established curves for threshold under a unidirectional current.

PDF (Inglés)

Authors retain copyright and grant the Proceedings right of first publication with the work simultaneously licensed under a Creative Commons Attribution License that allows others to share the work with an acknowledgement of the work's authorship and initial publication in this Proceedings.

Artículos más leídos del mismo autor/a

Paul D. Komar, Michael K. Gaughan, AIRY WAVE THEORY AND BREAKER HEIGHT PREDICTION , Coastal Engineering Proceedings: Núm. 13 (1972): Proceedings of 13th Conference on Coastal Engineering, Vancouver, Canada, 1972.
Douglas L. Inman, Paul D. Komar, Anthony J. Bowen, LONGSHORE TRANSPORT OF SAND , Coastal Engineering Proceedings: Núm. 11 (1968): Proceedings of 11th Conference on Coastal Engineering, London, United Kingdom, 1968.
Paul D. Komar, ENVIRONMENTAL CONTROLS ON LITTORAL SAND TRANSPORT , Coastal Engineering Proceedings: Núm. 21 (1988): Proceedings of 21st Conference on Coastal Engineering, Torremolinos, Spain, 1988.
Karen E. Clemens, Paul D. Komar, TRACERS OF SAND MOVEMENT ON THE OREGON COAST , Coastal Engineering Proceedings: Núm. 21 (1988): Proceedings of 21st Conference on Coastal Engineering, Torremolinos, Spain, 1988.
Paul D. Komar, Thomas A. Terich, CHANGES DUE TO JETTIES AT TILLAMOOK BAY, OREGON , Coastal Engineering Proceedings: Núm. 15 (1976): Proceedings of 15th Conference on Coastal Engineering, Honolulu, Hawaii, 1976.
Michael K. Gaughan, Paul D. Komar, GROIN LENGTH AND THE GENERATION OF EDGE WAVES , Coastal Engineering Proceedings: Núm. 15 (1976): Proceedings of 15th Conference on Coastal Engineering, Honolulu, Hawaii, 1976.
Peter A. Howd, Joan Oltman-Shay, Rob Holman, Paul D. Komar, EVOLUTION OF INFRAGRAVITY VARIANCE DURING A STORM , Coastal Engineering Proceedings: Núm. 22 (1990): Proceedings of 22nd Conference on Coastal Engineering, Delft, The Netherlands, 1990.

SEDIMENT THRESHOLD UNDER OSCILLATORY WAVES

Palabras clave

Cómo citar

Descargar cita

Resumen

Artículos más leídos del mismo autor/a