Intercomparison of sediment transport formulas in current and combined wave-current conditions

Journal of Coastal Research

Volumn , Issue SPEC. ISSUE 56, 2009, Pages 559-563

  Silva, P A ^a   Bertin, X ^b   Fortunato, A B ^b   Oliveira, A ^b  

^a UNIVERSITY OF AVEIRO   (Portugal)

^b NATIONAL LABORATORY FOR CIVIL ENGINEERING   (Portugal)

Author keywords

Morphodynamics; Practical formulas; Sand transport

Indexed keywords

EID: 65749104827     PISSN: 07490208     EISSN: 15515036     Source Type: Journal    
DOI: None     Document Type: Conference Paper

References (19)

1. ACKERS, P. and WHITE, W.R., 1973. Sediment transport: new approach and analysis. Journal of Hydraulics Division 99 (1), 2041-2060.
2. BAILARD, J. and INMAN, D., 1981. An energetics bedload model for a plane sloping beach: local transport. Journal of Geophysical Research 86 (C), 10938-10954.
3. BARATA, A.M.G.O., M.J.B.S. TELES, and VIEIRA, J.A.R., 1996. Selecção de ondas representativa da agitação marítima para efeito da avaliação do transporte litoral na costa de Aveiro, Recursos Hídricos, 17/1, 43-74.
4. BERTIN, X., OLIVEIRA, A. and FORTUNATO, A.B., 2009. Simulating morphodynamics with unstructured grids: Description and validation of a modeling system for coastal applications, Ocean Modelling, in press. doi:10.1016/j.ocemod.2008.11.001
5. BHATTACHARYA, B., PRICE, R.K. and SOLOMATINE, D.P., 2007. Machine learning approach to modeling sediment transport. Journal of Hydraulic Engineering 133 (4), 440-450.
6. CAMENEN, B. and LARROUDÉ, P., 2003. Comparison of sediment transport formula for a coastal environment. Coastal Engineering 48 (2), 111-132.
7. ENGELUND, F. and HANSEN, F., 1967. A monograph of sediment transport in alluvial channels, Tecknisk Folrlag, Copenhagen, Denmark.
8. FORTUNATO, A.B. and OLIVEIRA, A., 2004. A modeling system for tidally driven long-term morphodynamics. Journal of Hydraulic Research 42 (4), 426-434.
9. FORTUNATO, A.B., BERTIN, X. and OLIVEIRA, A., 2009. Space and time variability of uncertainty in morphodynamic simulations. Coastal Engineering, in review.
10. KARIM, M.F. and KENNEDY, J.F., 1990. Menu of couple velocity and sediment discharge relation for rivers. Journal of Hydraulic Engineering 116 (8).
11. LUETTICH, R.A., WESTERINK, J.J. and SHEFFNER, N.W., 1991. ADCIRC: An Advanced Three-Dimensional Model for Shelves, Coasts and Estuaries. Report 1: Theory and Methodology of ADCIRC-2DDI and ADCIRC-3DL.
12. PINTO, L., FORTUNATO, A.B. and FREIRE, P., 2006. Sensitivity Analysis of Non-cohesive Sediment Transport Formulae, Continental Shelf Research, 26(15), 1826-1839.
13. PLECHA, S., VAZ, N., BERTIN, X., SILVA, P. A., OLIVEIRA, A., FORTUNATO, A.B. and DIAS, J.M., 2008. Sensitivity analysis of a morphodynamic modeling system applied to a coastal lagoon inlet. Ocean Dynamics, submitted.
14. SILVA, P., TEMPERVILLE, A. and SEABRA-SANTOS, J.F., 2006. Sand transport under combined current and wave conditions: A semi-unsteady, practical model. Coastal Engineering, 53, 897-913.
15. SISTERMANS, P. and van der GRAAFF, J. 2001. Intercomparison of model computations. In: van Rijn, L., Davies, A.G., van de Graaff, J. and J. Ribberink (Eds.) SEDMOC-Sediment transport modelling in marine coastal environments. Aqua Publications, The Netherlands, pp. CK 1-10.
16. SOULSBY, R., 1997. Dynamics of marine sands, a manual for practical applications. Thomas Telford Publications, 249p.
17. SWART, D.H., 1974. Offshore sediment transport and equilibrium beach profiles. Delft Hydraulics Lab Publication 131, Delft, The Netherlands.
18. VAN RIJN, L.C., 1984. Sediment transport, Part I: Bedload transport. J. Hydraul. Eng., ASCE 110, 1431-1456.
19. WALSTRA, D.J.R. and van RIJN, L., 2005. The Sandpit transport community model", In: L.C. van RIJN, R.L. SOULSBY, P. HOEKSTRA and A.G. DAVIES (Eds.), SANDPIT, Sand Transport and Morphology of Offshore Mining Pits. Aqua Publications, The Netherlands, pp. L 1-10.