×

Numerical study of transient nonlinear harbor resonance. (English) Zbl 1383.76047

Summary: It is generally accepted that nonlinear wave-wave interactions play an important role in harbor resonance. Nevertheless it is not clear how waves take part in those interactions. The aim of this paper is to investigate those processes for a rectangular harbor at transient phases. Long-period oscillations excited by bichromatic waves are simulated by the Boussinesq model. The simulations start from calm conditions for the purpose of studying the response process. The internal wavemaker stops working after the oscillations have reached a quasi-steady state, and it is used to simulate the damp process. In order to analyze temporary features of wave-wave interactions in different states, the wavelet-based bispectrum is employed. The influence of the short wave frequencies on long-period oscillations is investigated, and reasons are tried to be given from nonlinear triad interactions between different wave components and the interaction of short waves and the bay entrance. Finally, the response time and the damp time are estimated by a simple method.

MSC:

76B15 Water waves, gravity waves; dispersion and scattering, nonlinear interaction
76M99 Basic methods in fluid mechanics
Full Text: DOI

References:

[1] Kulikov E A, Rabinovich A B, Thomson R E, et al. The landslide tsunami of November 3, 1994, Skagway Harbor, Alaska. J Geophys Res–Oceans, 1996, 101(C3): 6609–6615 · doi:10.1029/95JC03562
[2] De Jong M P C, Battjes J A. Seiche characteristics of Rotterdam harbour. Coast Eng, 2004, 51(5–6): 373–386 · doi:10.1016/j.coastaleng.2004.04.002
[3] Chiang C M, Agnon Y. Long-period oscillations in a harbour induced by incident short waves. J Fluid Mech, 1989, 208: 595–608 · Zbl 0681.76021 · doi:10.1017/S0022112089002958
[4] Wu J-K, Liu P L F. Harbour excitations by incident wave groups. J Fluid Mech, 1990, 217: 595–613 · Zbl 0706.76018 · doi:10.1017/S0022112090000866
[5] De Girolamo P. An experiment on harbour resonance induced by incident regular waves and irregular short waves. Coast Eng, 1996, 27(1–2): 47–66 · doi:10.1016/0378-3839(95)00039-9
[6] Wei G, Kirby J T, Grilli S T, et al. A fully nonlinear Boussinesq model for surface-waves. Part one. Highly nonlinear unsteady waves. J Fluid Mech, 1995, 294: 71–92 · Zbl 0859.76009 · doi:10.1017/S0022112095002813
[7] Gobbi M F, Kirby J T, Wei G. A fully nonlinear Boussinesq model for surface waves. Part 2. Extension to O(kh)(4). J Fluid Mech, 2000, 405: 181–210 · Zbl 0964.76014 · doi:10.1017/S0022112099007247
[8] Madsen P A, Bingham H B, Liu H. A new Boussinesq method for fully nonlinear waves from shallow to deep water. J Fluid Mech, 2002, 462: 1–30 · Zbl 1061.76009 · doi:10.1017/S0022112002008467
[9] Dong G H, Ma X Z, Teng B. Numerical modeling of surf beat generated by moving breakpoint. Sci China Seri E-Tech Sci, 2009, 52(2): 392–399 · Zbl 1359.76058 · doi:10.1007/s11431-008-0350-z
[10] Woo S B, Liu P L F. Finite-element model for modified Boussinesq equations. II: Applications to nonlinear harbor oscillations. J Waterway Port Coast Ocean Eng-ASCE, 2004, 130(1): 17–28 · doi:10.1061/(ASCE)0733-950X(2004)130:1(17)
[11] Losada I J, Gonzalez-Ondina J M, Diaz-Hernandez G, et al. Numerical modeling of nonlinear resonance of semi-enclosed water bodies: Description and experimental validation. Coast Eng, 2008, 55(1): 21–34 · doi:10.1016/j.coastaleng.2007.06.002
[12] Kirby J T, Wen L, Shi F. FUNWAVE 2.0 fully nonlinear Boussinesq wave model on curvilinear coordinates. Research Report No. CACR-03-xx, Center for Applied Coastal Research Dept. of Civil & Environmental Engineering, University of Delaware, Newark, 2003
[13] Shi F Y, Dalrymple R A, Kirby J T, et al. A fully nonlinear Boussinesq model in generalized curvilinear coordinates. Coast Eng, 2001, 42(4): 337–358 · doi:10.1016/S0378-3839(00)00067-3
[14] Peregrine D H. Long waves on a beach. J Fluid Mech, 1967, 27(7): 815–827 · Zbl 0163.21105 · doi:10.1017/S0022112067002605
[15] Nwogu O. Alternative form of Boussinesq equations for nearshore wave propagation. J Waterway, Port, Coast Ocean Eng, 1993, 119(6): 618–638 · doi:10.1061/(ASCE)0733-950X(1993)119:6(618)
[16] Bruno D, De Serio F, Mossa M. The FUNWAVE model application and its validation using laboratory data. Coast Eng, 2009, 56(7): 773–787 · doi:10.1016/j.coastaleng.2009.02.001
[17] Massel S R. Wavelet analysis for processing of ocean surface wave records. Ocean Eng, 2001, 28(8): 957–987 · doi:10.1016/S0029-8018(00)00044-5
[18] Dong G, Ma Y, Perlin M, et al. Experimental study of wave-wave nonlinear interactions using the wavelet-based bicoherence. Coast Eng, 2008, 55(9): 741–752 · doi:10.1016/j.coastaleng.2008.02.015
[19] Mei C C. Applied Dynamics of Ocean Surface Waves. New York: Wiley-Interscience, 1983 · Zbl 0562.76019
[20] Rogers S R, Mei C C. Nonlinear resonant excitation of a long and narrow bay. J Fluid Mech, 1978, 88: 161–180 · doi:10.1017/S0022112078002037
[21] Javier L L, Martin F L, Losada I J, et al. Experimental analysis of long waves at harbour entrances. Proceedings of the 29th International Conference on Coastal Engineering, Lisbon, Portugal, 2004. 1308–1320
[22] Herbers T H C, Elgar S, Sarap N A, et al. Nonlinear dispersion of surface gravity waves in shallow water. J Phys Oceanog, 2002, 32(4): 1181–1193 · doi:10.1175/1520-0485(2002)032<1181:NDOSGW>2.0.CO;2
[23] Lepelletier T G, Raichlen F. Nonlinear oscillations in rectangular tanks. J Eng Mech, 1988, 114(1): 1–23 · doi:10.1061/(ASCE)0733-9399(1988)114:1(1)
[24] Bellotti G. Transient response of harbours to long waves under resonance conditions. Coast Eng, 2007, 54(9): 680–693 · doi:10.1016/j.coastaleng.2007.02.002
This reference list is based on information provided by the publisher or from digital mathematics libraries. Its items are heuristically matched to zbMATH identifiers and may contain data conversion errors. In some cases that data have been complemented/enhanced by data from zbMATH Open. This attempts to reflect the references listed in the original paper as accurately as possible without claiming completeness or a perfect matching.