Importance of the Swash longshore sediment transport in morphodynamic models

Coastal Sediments '07 - Proceedings of 6th International Symposium on Coastal Engineering and Science of Coastal Sediment Processes

Volumn , Issue , 2007, Pages

  Baba, Yasuyuki ^a   Camenen, Benoit ^b  

^a KYOTO UNIVERSITY   (Japan)

^b CEMAGREF   (France)

Author keywords

[No Author keywords available]

Indexed keywords

COASTAL ZONES; JETTIES; MATHEMATICAL MODELS; MORPHOLOGY; WATER WAVES;

MORPHODYNAMIC MODELS; SEDIMENTS ACCUMULATION; SHORE LINES; WAVE CHARACTERISTICS;

SEDIMENT TRANSPORT;

EID: 34548549256     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: 10.1061/40926(239)152     Document Type: Conference Paper

References (9)

1. Baba, Y., M. Larson, H. Hanson, and T. Yamashita (2004). Simulation of coastal evolution using a n-line model including wind-induced current. 29th ICCE, pp. 2436-2448. ASCE.
2. Baba, Y., B. Camenen and T. Yamashita (2006). Development and Application of an N-line Model on the Joetsu-Ogata Coast, Japan, 30th ICCE, ASCE.
3. Camenen, B. and Larson, M., (2005). "A bedload sediment transport formula for the nearshore" Estuarine, Coastal and Shelf Sciences 63, 249-260.
4. Camenen, B. and Larson, M., (2007). "A suspended load sediment transport formula for the nearshore" Accepted in J. Coastal Research.
5. Camenen, B. and Larson, M., (2007). "A total load formula for the nearshore" Proceeding of the conference Coastal Sediment'07, New Orleans, Louisiana, USA.
6. Elfrink, B. and Baldock, T., 2002. "Hydrodynamics and sediment transport in the swash zone: a review and perspectives." Coastal Engineering 45, 149-167.
7. Larson, M., Kubota, S. and Erikson, L. (2002). "Swash-zone sediment transport and foreshore evolution: field experiments and mathematical modeling" Marine Geology 212, 61-79.
8. Shen, M.C., and Meyer, R.E., (1963). Climb of a bore on a beach: Part 3. Run-up. J. of Fluid Mechanics 16, 113-125.
9. Wang P., Ebersole B.A. and Smith E.R. (2002) "Longshore sand transport - Initial results from large-scale sediment transport facility", CHETN-II-46, Coastal and Hydraulics Laboratory, U.S. Army Corps of Engineers, Vicksburg, Mississippi, USA