A sheetflow transport model for asymmetric oscillatory flows part II: Mixed grain size sediments

Coastal Engineering Journal

Volumn 45, Issue 3, 2003, Pages 339-361

  Ahmed, Ahmed S M ^a   Sato, Shinji ^b  

^a Delta Barrages   (Egypt)

^b UNIVERSITY OF TOKYO   (Japan)

Author keywords

Armoring effects; Heterogeneous sediments; PIV technique; Selective transport; Sheetflow; Sheltering and exposure; Transport model

Indexed keywords

GRAIN SIZE AND SHAPE; MATHEMATICAL MODELS; PARTICLE SIZE ANALYSIS; SEDIMENTS;

ARMORING EFFECTS;

OCEAN ENGINEERING;

EID: 0141938509     PISSN: 21664250     EISSN: 17936292     Source Type: Journal    
DOI: 10.1142/S0578563403000798     Document Type: Article

References (26)

1. Ahmed, A. S. M. and Sato, S. (2001). Investigation of bottom boundary layer dynamics of movable bed by using enhanced PIV technique, Coastal Eng. J. 43, 4, pp. 239-258.
2. Ahmed, A. S. M. and Sato, S. (2002). Enhanced PIV technique to investigate bottom boundary layer dynamics, Int. Symp. for PIV and Modeling Water Wave Phenomena, Peterhouse, Cambridge, UK.
3. Ahmed, A. S. M. and Sato, S. (2003). A sheetflow transport model for asymmetric oscillatory flows - Part I: Uniform grain size sediments, Coastal Eng. J. (in press).
4. Al-Salem, A. A. (1993). Sediment transport in oscillatory boundary layers under sheet-flow conditions, PhD Thesis, Technical University of Delft, The Netherlands, 209 pp.
5. Armanini, A. and Ruol, P. (1988). Heterogeneous suspended sediments under waves, Proc. of 21st ICCE, ASCE, pp. 1129-1139.
6. Ashida, K. and Michiue, M. (1971). An investigation of river bed degradation downstream of a dam, Proc. of 14th IAHR Congress, Int. Association for Hydraulic Research, Paris 3: C30-1-C30-9.
7. Day, T. J. (1980). A study of the transport of graded sediments, HRS Wallingford Report No. IT 190.
8. Dibajnia, M. and Watanabe, A. (1992). Sheet flow under nonlinear waves and currents, Proc. of 23rd ICCE, ASCE, pp. 2015-2028.
9. Dibajnia, M. and Watanabe, A. (1996). A transport rate formula for mixed-size sediments, Proc. of 25th ICCE, ASCE, pp. 3791-3804.
10. Dibajnia, M. and Watanabe, A. (2000). Moving layer thickness and transport rate of graded sediment, Proc. of 27th ICCE, ASCE, pp. 2752-2765.
11. Dibajnia, M., Moriya, T. and Watanabe, A. (2001). A representative wave model for estimation of nearshore local transport rate, Coastal Eng. J. 43, 1, pp. 1-38.
12. Egiazaroff, I. V. (1965). Calculation of heterogeneous sediment concentration, J. of Hydraulic Division, ASCE 94, 4, pp. 225-247.
13. Hassan, W. N. M, Kroekenstoel, D. F. and Ribberink, J. S. (2001), Size-gradation effect on sediment transport rates under oscillatory sheet-flows, Proc. Coastal Dynamics'01, ASCE, Lund, Sweden.
14. Karim, F. (1998). Bed material discharge prediction for heterogeneous bed sediments, J. of Hydraulic Eng. 124, 6, pp. 597-604.
15. Molinas, A. and Wu, B. (1998). Effect of size gradation on transport of sediment mixtures, J. of Hydraulic Eng. 124, 8, pp. 786-793.
16. Patel, P. L. and Ranga R. (1996). Fractionwise calculation of bed load transport, J. of Hydraulic Research 34, 3, pp. 263-379.
17. Patel, P. L. and Ranga R. (1998). Critical tractive stress of heterogeneous sediments, J. of Hydraulic Research 37, 1, pp. 39-58.
18. Proffitt, G. T. and Sutherland, A. J. (1982). Transport of heterogeneous sediments, J. of Hydraulic Research 21, 1, pp. 33-43.
19. Ribberink, J. S. (1998). Bed-load transport for steady flows and unsteady oscillatory flows, Coastal Eng. 34: 59-82.
20. Sibanda, E., McEwan, I. and Marion, A. (2000). Measuring the structure of mixed-grain-size sediment beds, J. of Hydraulic Eng. 126, 5, pp. 347-353.
21. Sun, Z. and Donahue, J. (2000). Statistically derived bedload formula for any fraction of heterogeneous sediment, J. of Hydraulic Eng. 126, 2, pp. 105-111.
22. Swart, D. H. (1974). Offshore sediment transport and equilibrium beach profiles, PhD Dissertation, Department of Civil Engineering, Delft University of Technology.
23. Tanaka, H. (1988). Bed load transport of sediment with heterogeneous grain size due to wave motion, Coastal Eng. in Japan 31, 2, pp. 265-276.
24. Tanaka, M. (2000). Study on sediment transport rate and beach deformation for mixed-grain size beds, PhD Thesis, The University of Tokyo, 136pp (in Japanese).
25. Van Rijn, L. C. (1993). Principles of sediment transport in rivers, estuaries and coastal seas, Amesterdam Aqua Publications-I11, The Netherlands.,
26. Wu, W., Wang, S. S. Y. and Jia, Y. (2000). Heterogeneous sediment transport in alluvial rivers, J. of Hydraulic Research 38, 1, pp. 427-433.