Abstract
The general development plan of Tieshan port is designed to be long and narrow, for which the long wave induced resonance may be problematic. Within the present work, a numerical study on the effects of this kind of resonance is conducted. The simulations are performed with the use of the mild-slope model developed in Ref. [1], which was further validated in the present work to be able to predict reasonable results for the harbor resonance. To evaluate the wave resonance for the plan of Tieshan port, 71 offshore wave conditions with the period ranging from 50s to 400s have been calculated. The rationalities of the numerical solutions are analyzed through comparisons with the theoretical ones, and the general agreement is seen to be reasonable. Some preliminary results for the harbor resonant modes, the resonant periods and the corresponding amplification factors for the plan of Tieshan port have been presented.
Publisher
Trans Tech Publications, Ltd.
Reference14 articles.
1. H.J. Zhao, Z.Y. Song, F.M. Xu and R.J. Li, An extended time-dependent numerical model of the mild-slope equation with weakly nonlinear amplitude dispersion, Acta Oceanol. Sin. 29, 2 (2010) 5-13.
2. X. Wang, K. Li, Z. Yu and J. Wu, Statistical characteristics of seiches in Longkou Harbour, J. Phys. Oceanogr. 17 (1987) 1063-1065.
3. J.P.Y. Maa, C.H. Tsai, W.J. Juang and H.M. Tseng, A preliminary study on typhoon Tim induced resonance at Hualien Harbor, Taiwan, Ocean Dyn. 61 (2011) 411-423.
4. J.B. Michael, D. David and B. Thomas, Modeling of harbor resonance in port of long beach, Civil Engineering in the Oceans VI (2006) 479-493.
5. A.T. Ippen and Y. Goda, Wave-induced oscillations in harbors: the solution for a rectangular harbor connected to the open-sea, Hydrodynamics Lab., M.I.T. Technical Repport. 59 (1963).
Cited by
2 articles.
订阅此论文施引文献
订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献