Investigation of offshore bar geometry under regular and irregular waves

Journal of Coastal Research

Volumn 21, Issue 2, 2005, Pages 374-382

  Günaydin, Kemal ^a   Kabdaşli, M Sedat ^b  

^a ESKISEHIR OSMANGAZI UNIVERSITY   (Turkey)

^b ISTANBUL TECHNICAL UNIVERSITY   (Turkey)

Author keywords

Beach; Coastal engineering; Dynamic stability; Wave channel

Indexed keywords

BEACH FEATURE; COASTAL ENGINEERING; EXPERIMENTAL STUDY; SANDBAR; WAVE ACTION;

EID: 18044380119     PISSN: 07490208     EISSN: None     Source Type: Journal    
DOI: 10.2112/01-103.1     Document Type: Article

References (20)

1. HAILS, J. and CARR, A., 1975. Nearshore sediment dynamics and sedimentation.
2. HOLMAN, R. A. and BOWEN A. J., 1982. Bars, bumps and holes: Models for the generation of complex beach topography. Journal of Geophysics Research, 87(C1), 457-468.
3. HSU, T-W., 1998. Geometric characteristics of storm beach profiles caused by inclined waves. Ocean Engineering, 25(1), 69-84.
4. HWANG, N.H.C. and HOUGHTALEN, R.J., 1996. Fundamentals of Hydraulic Engineering Systems. Upper Saddle, New Jersey: Prentice-Hall.
5. KEULEGAN, G.H., 1945. Depths of offshore bars. Engineering notes No. 8. Beach Erosion Board, U.S. Army Engineer Waterways Experiment Station, Vicksburg, Mississippi, USA.
6. KEULEGAN, G.H., 1948. An experimental study of submarine sand bars. Technical Report No. 8. Beach Erosion Board, U.S. Army Engineer Waterways Experiment Station, Vicksburg, Mississippi, USA.
7. KING, C.A.M. and WILLIAMS, W.W., 1949. The formation and movement of sand bars by wave action. Geographic Journal, 113, 70-85.
8. KONICKI, K.M. and HOLMAN, R.A., 2000. The statistics and kinematics of transverse sand bars on an open coast. Marine Geology, 169, 69-101.
9. LARSON, M. and KRAUS, N.C., 1989. SBEACH: Numerical model for simulating storm-induced beach change. Report 1, Empirical foundation and model development, Technical Report CERC-89-9, US Army Engineer Waterways Experiment Station, CERC, Vicksburg, Mississippi, USA.
10. MCGREGOR, J.A.; POULTER, E.M., and SMITH, M.J., 1998. S band Doppler radar measurements of bathymetry, wave energy fluxes, and dissipation across an offshore-bar. Journal of Geophysical Research-Oceans, 103 (C9), 18779-18789.
11. NICHOLLS, R.J.; BIRKEMEIER, W.A., and LEE, G-H., 1998. Evaluation of depth of closure using data from Duck, NC, USA. Marine Geology, 148, 179-201.
12. PRUSZAK, Z.; GOZYNSKI, G., and ZEIDLER, R.B., 1997. Statistical properties of multiple bars. Coastal Engineering, 31, 263-280.
13. RUESSINK, B.G. and TERWINDT, J.H.J., 2000. The behaviour of nearshore bars on the time scale of years: a conceptual model. Marine Geology, 163, 289-302.
14. RUESSINK, B.G.; VAN ENCKEVORT, I.M.J.; KINGSTON, K.S., and DAVIDSON, M.A., 2000. Analysis of observed two- and three-dimensional nearshore bar behaviour. Marine Geology, 169, 161-183.
15. SILVESTER, R. and HSU, H.R.C., 1997. Coastal Stabilisation. Advances Series on Ocean Engineering, Vol. 14.
16. SHAND, R.D. and BAILEY, D.G., 1999. A review of net offshore bar migration with photographic illustrations from Wanganui, New Zealand. Journal of Coastal Research, 15(2), 365-378.
17. SHAND, R.D.; BAILEY, D.G., and SHEPHERD, M.J., 1999. An intersite comparison of net offshore bar migration characteristics and environmental conditions. Journal of Coastal Research, 15(3), 750-765.
18. SUNAMURA, T. and MARUYAMA, K., 1987. Wave induced geomorphic response of eroding beaches with special reference to seaward migrating bars. Coastal Sediments 87 (ASCE, New Orleans, Louisianna).
19. SUNAMURA, T. and TAKEDA, I., 1984. Landward migration of inner bars. Marine Geology, 60.
20. ZENKOVICH, V.P., 1967. Aeolian processes on sea coasts in processes of coastal development. Edinburgh and London: Oliver and Boyd, pp. 586-617.