Coastal Engineering 2004 2005
DOI: 10.1142/9789812701916_0105
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Harbour Short Wave Agitation and Resonance Based on Modified Boussinesq Equations

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Cited by 3 publications
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“…The same model can also describe the short and long waves penetration and amplification inside harbors or sheltered areas, predicting directly the waves conditions at the points of interest for the design. Some excellent application of such a modeling technique can be found in KofoedHanse et al (2005), Losada et al (2004), Nwogu (2000), Woo and Liu (2004). Alternatively, the properties of the incoming long waves can be estimated using empirical/analytical methods, and the wave amplification inside the harbor can be modeled using simplified model such as the linearized mild-slope equation (Berkhoff 1972;Dingemans 1997).…”
Section: Numerical Computation Of Long Waves Amplification Inside Thementioning
confidence: 99%
“…The same model can also describe the short and long waves penetration and amplification inside harbors or sheltered areas, predicting directly the waves conditions at the points of interest for the design. Some excellent application of such a modeling technique can be found in KofoedHanse et al (2005), Losada et al (2004), Nwogu (2000), Woo and Liu (2004). Alternatively, the properties of the incoming long waves can be estimated using empirical/analytical methods, and the wave amplification inside the harbor can be modeled using simplified model such as the linearized mild-slope equation (Berkhoff 1972;Dingemans 1997).…”
Section: Numerical Computation Of Long Waves Amplification Inside Thementioning
confidence: 99%
“…harbour and basins, taking into account nonlinear mechanisms. Remarkable applications of such a modeling technique can be found in [19][20][21][22][23].…”
Section: Introductionmentioning
confidence: 99%
“…For this purpose, models solving the elliptic mild slope equations may be an option. Flooding in port infrastructures may be addressed using nearshore wave models based on Boussinesq equations (Losada et al 2004), XBeach (Wong, 2016) or SWASH (Zijlema, Stelling, & Smit, 2011) directly or by using their output to drive highly efficient hydraulic flooding models (e.g. RFSM-EDA, Jamieson et al 2012).…”
Section: Impact Modellingmentioning
confidence: 99%