A COASTAL AREA MODEL CONSIDERING WAVE-CURRENT INTERACTION AND ITS APPLICATION TO WIDE-CRESTED SUBMERGED BREAKWATER
ICCE 2012 Cover Image
PDF

Keywords

morphodynamic
submerged breakwater
rip-current
numerical simulation

How to Cite

Kuroiwa, M., Seif, A. K., Matsubara, Y., Ichimura, Y., Mase, H., & Abualtayef, M. (2012). A COASTAL AREA MODEL CONSIDERING WAVE-CURRENT INTERACTION AND ITS APPLICATION TO WIDE-CRESTED SUBMERGED BREAKWATER. Coastal Engineering Proceedings, 1(33), sediment.12. https://doi.org/10.9753/icce.v33.sediment.12

Abstract

This study is concerned with development of a 3D morphodynamic predictive model for considering wave-current interaction by using wave action balance equation. The developed model was applied to model tests associated with a detached breakwater and wide-crested submerged breakwaters, and the influences of strong currents around the structures into wave height distribution and bathymetry change were investigated. Furthermore, the morphodynamics around the artificial reefs in the Uradome Beach, Tottori, Japan, was computed. From the computed results, a large scour hole due to strong rip-currents in the opening of the reefs was reproduced. The applicability of the model was confirmed.
https://doi.org/10.9753/icce.v33.sediment.12
PDF

References

De Vriend, H.J., J. Zyserman, J. Nicholson, J.A. Roelvink, P. Pechon, and H.N. Southgate. 1993. Medium-term 2DH coastal area modeling, Coastal Engineering, 21, 193-224.http://dx.doi.org/10.1016/0378-3839(93)90050-I

Chawla, A., and Kirby, J.T. 2002. Monochromatic and random wave breaking at blocking points. Journal of Geophysical Research, 107, No. C7.http://dx.doi.org/10.1029/2001JC001042

Dally, W.R. and Brown, Ch.A. 1995. A modeling investigation of the breaking wave roller with application to cross-shore currents. Journal of Geophysical Research, 100, No. C12, pp.873-883.http://dx.doi.org/10.1029/95JC02868

Kuroiwa, M., Matsubara, Y., Kuchiishi, T., Kato, K., Noda, H. and Son, C.B. A 2002. Morphodynamic model based on Q-3D nearshore current model and application to barred beach. The Proceedings of the 28th International Conference on Coastal Engineering, pp.3409-3421.

Kuroiwa,M, J.W.Kamphuis, T. Kuchiishi and Y. Matsubara. 2004. A 3D morohodynamice model with shoreline change based on quasi-3D nearshore current model, Proceedings of 29 th International Conference on Coastal Engineering, ASCE, Kuroiwa, M., T. Kuchiishi and Y. Matsubara. 2006. Prediction System of 3D Beach Evolution with 2DH and Q3D Hydrodynamic Modes, Proceedings of 16th International Offshore and Polar Engineering Conference, 751-757.

Kuroiwa,M., T. Kuchiishi, K.Kato, S. Sunagawa and Y. Matsubara. 2008. Applicability of coastal area model to morphodynamic around river mouth, Proceedings of 31 st International Conference on Coastal Engineering, ASCE, 2218-2230.

Kuroiwa,M.,Y. Shibutani, Y. Matsubara,T.Kuchiishi and M. Abualtyef. 2010. Numerical model of 3D morphodynamic after offshore nourishment, Proceedings of The International Conference On Coastal Engineering, No. 32, Shanghai,China. Paper #:sediments.55. Retrieved from

Mase, H., Yuhi, M., Amamori, H., and Takayama, T. 2004. Phase Averaging wave prediction model with breaking and diffraction effects in wave-current coexisting field. Annual Journal of Coastal Engineering, JSCE., 51, No.1, pp.6-10. (In Japanese).

Nishimura, H. 1988. Computation of nearshore current, nearshore dynamics and coastal process -Theory, Measurements and Predictive Models, University of Tokyo Press, pp.271-291.

PMid:3385951

Sawaragi, T., Lee, J.S. and I. Deguchi. 1986. A new model for prediction of beach deformation around river mouth, Proceedings of International Symposium on Ocean Space Utilization, 85, 229-236.

Shimizu,T., A. Yamada and A. Watanabe. 1996. Coefficient and cross-shore distribution of alongshore sediment transport rate, Proceedings of Coastal Engineering, JSCE, Vo.43, 571-575.(in Japanese)http://dx.doi.org/10.2208/proce1989.43.571

Zheng, J., Mase, H., Demirbilek, Z., and Lin, Li 2008. Implementation and evaluation of alternative wave breaking formula in a costal spectral wave model. Ocean Eng, 35, pp.1090-1101.

Authors retain copyright and grant the Proceedings right of first publication with the work simultaneously licensed under a Creative Commons Attribution License that allows others to share the work with an acknowledgement of the work's authorship and initial publication in this Proceedings.