Study on wave setup with the storm surge in Hai Phong coastal and estuarine region
Main Article Content
Abstract
Abstract. Wave setup is the increase of water level within the surf zone due to the transfer of wave-related momentum to the water column during wave-breaking. Wave setup contributes to the total water height in storm and become dangerous to coastal construction. This study presents some results on wave setup with storm surge using numerical model and empirical model. It also estimates the contribution of wave setup in total storm tide level at coastal and estuarine region of Hai Phong. Results show that wave setup at coastal and estuarine region in Hai Phong contributes about 25% to 40% of sea level surge in storm, 32% on average.
Keywords: wave setup, storm surge, Hai Phong.References
[1] Longuet-Higgins,M.S., Stewart, R.W., A note onwave setup. J.Mar. Res. 21 (1963) 4.
[2] M.S. Longuet-Higgins, R.W. Stewart, Radiation stresses in water waves; a physical discussion with application. Deep Sea Res. 11 (1964) 529.
[3] A. J. Bowen, D. L. Inman, V. P. Simmons, Wave set-down and set-up. J. Geophys. Rea. Vol. 73. N 8. (1968) 2569.
[4] C. Mastenbroek, G. Burgers, P.A.E.M. Janssen, The dynamical coupling of a wave model and a storm surge model through the atmospheric boundary layer. J. Phys. Oceanogr. 23 (1993) 1856.
[5] M.Y. Zhang, Y.S. Li, The dynamic coupling of a third-generation wave model and a 3D hydrodynamic model through boundary-layers. Cont. Shelf Res. 17 (1997) 1141.
[6] Y. Funakoshi, S.C. Hagen, P. Bacopoulos, Coupling of hydrodynamic and wave models: case study for Hurricane Floyd (1999) Hindcast. J. Waterw. Port Coast Ocean Eng, 2008.
[7] D. J. Hanslow, P. Nielsen, Wave setup on beaches and in river entrances, Proceedings of 23rd International Conf. on Coastal Engineering, 240-252, 1992.
[8] M. R. Gourlay, Wave set-up, wave run-up and beach water table: Interaction between surf zone hydraulics and groundwater hydraulics, Coastal Engineering, Volume 17, Issues 1-2, 93-144, 1992.
[9] R. T. Raubenheimer, Guza, S. Elgar, Field observations of wave-driven setdown and setup. J. Geophys. Res. 106 (2001) 4629.
[10] B. A. Happer et. al. Queensland Climate Change and Coastal Vulnerability to Tropical cyclones, Stage 3, Queensland Goverment, 400pp, 2001.
[11] Nguyen Xuan Hien, Pham Van Tien, Duong Ngoc Tien, Dinh Van Uu, Using ADCIRC model for simulation of storm surge in coastal and estuaries of Hai Phong during typhoon Damrey 2005. VNU Journal of Science, Natural Sciences and Technology 3S, 25 (2009) 431.
[12] H. Tanaka, N. Shuto. Field investigation at a mouth of small river, Proceedings of 23rd International Conference on Coastal Engineering, 1992, 2486-2499.
Hitoshi Tanaka, Nguyen Xuan Tinh, Wave Setup at River Mouths in Japan. Journal of Water Resources and Environmental Engineering, No. 23, 2008.
[2] M.S. Longuet-Higgins, R.W. Stewart, Radiation stresses in water waves; a physical discussion with application. Deep Sea Res. 11 (1964) 529.
[3] A. J. Bowen, D. L. Inman, V. P. Simmons, Wave set-down and set-up. J. Geophys. Rea. Vol. 73. N 8. (1968) 2569.
[4] C. Mastenbroek, G. Burgers, P.A.E.M. Janssen, The dynamical coupling of a wave model and a storm surge model through the atmospheric boundary layer. J. Phys. Oceanogr. 23 (1993) 1856.
[5] M.Y. Zhang, Y.S. Li, The dynamic coupling of a third-generation wave model and a 3D hydrodynamic model through boundary-layers. Cont. Shelf Res. 17 (1997) 1141.
[6] Y. Funakoshi, S.C. Hagen, P. Bacopoulos, Coupling of hydrodynamic and wave models: case study for Hurricane Floyd (1999) Hindcast. J. Waterw. Port Coast Ocean Eng, 2008.
[7] D. J. Hanslow, P. Nielsen, Wave setup on beaches and in river entrances, Proceedings of 23rd International Conf. on Coastal Engineering, 240-252, 1992.
[8] M. R. Gourlay, Wave set-up, wave run-up and beach water table: Interaction between surf zone hydraulics and groundwater hydraulics, Coastal Engineering, Volume 17, Issues 1-2, 93-144, 1992.
[9] R. T. Raubenheimer, Guza, S. Elgar, Field observations of wave-driven setdown and setup. J. Geophys. Res. 106 (2001) 4629.
[10] B. A. Happer et. al. Queensland Climate Change and Coastal Vulnerability to Tropical cyclones, Stage 3, Queensland Goverment, 400pp, 2001.
[11] Nguyen Xuan Hien, Pham Van Tien, Duong Ngoc Tien, Dinh Van Uu, Using ADCIRC model for simulation of storm surge in coastal and estuaries of Hai Phong during typhoon Damrey 2005. VNU Journal of Science, Natural Sciences and Technology 3S, 25 (2009) 431.
[12] H. Tanaka, N. Shuto. Field investigation at a mouth of small river, Proceedings of 23rd International Conference on Coastal Engineering, 1992, 2486-2499.
Hitoshi Tanaka, Nguyen Xuan Tinh, Wave Setup at River Mouths in Japan. Journal of Water Resources and Environmental Engineering, No. 23, 2008.