Near-bed sand transport mechanisms under waves a large-scale flume experiment (Sistex99)

Coastal Engineering 2000 - Proceedings of the 27th International Conference on Coastal Engineering, ICCE 2000

Volumn 276, Issue , 2000, Pages 3263-3276

  Ribberink, Jan S ^a   Dohmen Janssen, C Marjolein ^a   Hanes, Daniel M ^b   McLean, Steve R ^c   Vincent, Chris ^d  

^a UNIVERSITY OF TWENTE   (Netherlands)

^b University of Florida   (United States)

^c University of California   (United States)

^d UNIVERSITY OF EAST ANGLIA   (United Kingdom)

Author keywords

[No Author keywords available]

Indexed keywords

DEPOSITION PROCESS; EXPERIMENTAL STUDIES; FLUME EXPERIMENT; GRAIN VELOCITY; HIGH VELOCITY; LINEAR RELATION; MEASURING TECHNIQUE; MONOCHROMATIC WAVE; NON-BREAKING WAVES; ORBITAL VELOCITIES; PROGRESSIVE WAVES; SAND TRANSPORT; SEDIMENT CONCENTRATION; SEDIMENT DYNAMIC; SEDIMENT TRANSPORT RATE; SHEETFLOWS; THIRD ORDER MOMENT; TIME-SCALES; TRANSPORT MODES; WAVE BOUNDARY LAYER; WAVE CHANNELS;

COASTAL ENGINEERING; EROSION; SEDIMENT TRANSPORT; SEDIMENTOLOGY;

EXPERIMENTS;

EID: 57449098241     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper

References (9)

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2. Dohmen-Janssen, C.M. (1999). Grain-size influence on sediment transport in oscillatory sheet flow, Ph.D. Thesis, Delft University of Technology.
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7. Ribberink, J.S. and Abdullah A. Al-Salem (1995). Sheet flow and suspension of sand in oscillatory boundary layers, Coastal Engineering, 25, 205-225.
8. Ribberink, J.S. (1998). Bed-load transport for steady flows and unsteady oscillatory flows Coastal Engineering, 34, Elsevier Science,pp. 59-82
9. 0 over a rippled bed, J. Geophys. Res., 95 (C7), 11591-11601.