Dynamic behavior of coastal sediment

Proceedings of the Japan Academy Series B: Physical and Biological Sciences

Volumn 81, Issue 9, 2005, Pages 363-381

  Horikawa, Kiyoshi ^a,b,c,d,e,f   Isobe, Masahiko ^a,g  

^a UNIVERSITY OF TOKYO   (Japan)

^b University of Tokyo ^*  (Japan)

^c JSCE   (Japan)

^d ASC   (Japan)

^e SAITAMA UNIVERSITY   (Japan)

^f TOKYO CITY UNIVERSITY   (Japan)

^g Graduate School of Frontier Sciences   (Japan)

Author keywords

Bed load; Critical water depth for the inception of sediment movement; Oscillatory boundary layer flow; Sand ripple; Sheet flow; Suspended load

Indexed keywords

EID: 33644608612     PISSN: 03862208     EISSN: 03862208     Source Type: Journal    
DOI: 10.2183/pjab.81.363     Document Type: Review

References (40)

1. Tanaka, S., Koarai, M., and Fukazawa, M. (1993) Measurement on the long-term change of the coastline in Japan by using 1/50,000 topographic maps. Proc. 40th Japanese Coastal Eng. Conf., JSCE, Vol. 40, pp. 416-420 (in Japanese).
2. Hillyer, T. M. (1996) An Analysis of the US Army Corps of Engineers Shore Protection Program, US Army Corps of Engineers. IWR Publications, Alexandria.
3. Johnson, D. W. (1919) Shore Processes and Shoreline Development. John Wiley & Sons, Inc, New York.
4. Komar, P. D. (1976) Beach Processes and Sedimentation. Prentice-Hall, Englewood Cliffs, NJ.
5. Sleath, J. F. A. (1984) Sea Bed Mechanics. John Wiley & Sons, New York.
6. Horikawa, K. (ed.) (1988) Nearshore Dynamics and Coastal Processes - Theory, Measurement, and Predictive Models. Univ. of Tokyo Press, Tokyo.
7. Horikawa, K. (1970) Advanced treatise on coastal sedimentation. Summer Seminar Hydraulic Eng., JSCE, pp. 501-534 (in Japanese).
8. Horikawa, K. (1981) Coastal Sediment Processes. Ann. Rev. Fluid Mech. 13, 9-32.
9. Horikawa, K., Harikai, S., and Kraus, N. C. (1979) A physical and numerical modeling of waves, currents and sediment transport near a breakwater. Ann. Rep. Engin. Res. Inst., Fac. Eng., Univ. of Tokyo 38, 41-48.
10. Horikawa, K. (1978) Coastal Engineering - An Introduction to Ocean Engineering. Univ. of Tokyo Press, Tokyo.
11. Sato, S., Ijima, T., and Tanaka, N. (1963) A study of critical depth and mode of sand movement using radioactive glass sand. Proc. 8th Coastal Eng. Conf., ASCE, pp. 304-323.
12. Horikawa, K., and Watanabe, A. (1967) A study on sand movement due to wave action. Coastal Eng. in Japan, JSCE 10, 39-57.
13. Longuet-Higgins, M. S. (1953) Mass transport in water waves. Proc. Cambridge Philo. Soc. 245 (903), 535-581.
14. Kajiura, K. (1968) A model of the bottom boundary layer in water waves. Bull. Earthquake Res. Inst., Univ. of Tokyo 46, 75-123.
15. Madsen, O. S., and Grant, W. D. (1976) Quantitative description of sediment transport by waves. Proc. 15th Coastal Eng. Conf., ASCE, pp. 1093-1112.
16. Shimizu, T., Saito, S., Maruyama, K., Hasegawa, H., and Kajima, R. (1985) Modeling of onshore-offshore sand transport rate distribution based on large wave flume experiment. Central Res. Inst. Electric Power Industry, Civil Eng. Lab. Rep. No. 384028 (in Japanese with English Abstract).
17. Sunamura, T. (1982) Laboratory study of on-offshore sediment transport rate in shallow regions. Proc 29th Japanese Coastal Eng. Conf., JSCE, pp. 239-243 (in Japanese).
18. Sunamura, T., Bando, K., and Horikawa, K. (1978) An experimental study of sand transport mechanism and rate over asymmetrical sand ripples. Proc. 25th Japanese Coastal Eng. Conf., JSCE, pp. 250-254 (in Japanese).
19. Bagnold, R. A. (1946) Motion of waves in shallow water, Interaction of waves and sand bottoms. Proc. Roy. Soc. London, Ser. A 187, 1-15.
20. Hom-ma, M., and Horikawa, K. (1962) Suspended sediment due to wave action. Proc. 8th Coastal Eng. Conf., ASCE, pp. 168-193.
21. Sato, S. (1987) Oscillatory Boundary Layer Flow and Sand Movement over Ripples. Dr. Eng. Dissertation, Univ. of Tokyo, Japan.
22. Pena-Santana, P. G., Watanabe, A., and Isobe, M. (1990) Numerical simulation of fluid flow and suspended sediment transport in turbulent oscillatory boundary layer. Proc. Japanese Coastal Eng. Conf. Vol. 37, JSCE, pp. 264-269.
23. Komar, P. D., and Miller, M. C. (1975) The initiation of oscillatory ripple marks and the development of plane-bed at high shear stresses under waves. J. Sedimentary Petrology 45, 697-703.
24. Horikawa, K., Watanabe, A., and Katori, S. (1982) Sediment transport under sheet-flow condition. Proc. 18th Coastal Eng. Conf., ASCE, pp. 1335-1352.
25. Dibajnia, M., and Watanabe, A. (1992) Sheet flow under nonlinear waves and currents. Proc. 23rd Coastal Eng. Conf., JSCE, pp. 2015-2028.
26. Asano, T. (2000) Sediment transport in oscillatory sheet flow. Advances in Coastal Eng. (ed. Liu, P.L.-F.). Vol. 6, World Scientific, Singapore, pp. 133-183.
27. Sasaki, T., and Horikawa, K. (1975) Nearshore current system on a gently sloping bottom. Coastal Eng. in Japan, JSCE 18, 123-142.
28. Mina, K. M., and Sato, S. (2004) A transport model for sheet-flow based on two-phase flow. Coastal Eng. in Japan, JSCE 46 (3), 329-367.
29. Hallermeier, R. J. (1983) Sand transport limits in coastal structure design. Proc. Coastal Structures '83, ASCE, pp. 703-716.
30. Bagnold, R. A. (1963) Beach and nearshore processes, Part 1, Mechanics of marine sedimentation. The Sea (ed. Hill, M. N.). Vol. 3, Wiley, New York, pp. 507-528.
31. Kraus, N. C., Farinato, R. S., and Horikawa, K. (1981) Field experiments on longshore sand transport in the surf zone. Coastal Eng. in Japan, JSCE 24, 171-193.
32. Kraus, N. C., Isobe, M., Igarashi, H., Sasaki, T., and Horikawa, K. (1982) Field experiments on longshore sand transport in the surf zone. Proc. 18th Coastal Eng. Conf., ASCE, pp. 969-988.
33. Ozasa, H., and Brampton, A. H. (1980) Mathematical modeling of beaches backed by seawalls. Coastal Eng. 4, 47-63.
34. Kraus, N. C., Hanson, H., and Harikai, S. (1984) Shoreline change at Oarai Beach - Past, present and future. Proc. 19th Coastal Eng. Conf., ASCE, pp. 2107-2123.
35. Berkhoff, J. C. W. (1972) Computation of combined refraction-diffraction. Proc. 13th Coastal Eng. Conf., ASCE, pp. 471-490.
36. Watanabe, A., and Maruyama, K. (1984) Numerical analysis of combined refraction, diffraction and breaking. Proc. 31st Japanese Coastal Eng. Conf., JSCE, pp. 103-107 (in Japanese).
37. Isobe, M. (1986) A parabolic refraction-diffraction equation in the ray-front coordinate system. Proc. 20th Coastal Eng. Conf., ASCE, pp. 306-317.
38. Isobe, M. (1994) Time-dependent mild-slope equations for random waves. Proc. 24th Coastal Eng. Conf., ASCE, pp. 285-299.
39. Phillips, O. M. (1977) The Dynamics of the Upper Ocean. 2nd ed., Camb. Univ. Press, London.
40. Watanabe, A., Maruyama, K., Shimizu, T., and Sakakiyama, T. (1984) Numerical prediction model of three-dimensional deformation around a structure. Coastal Eng. in Japan, JSCE 29, 179-194.