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An Analytical Spectral Model for Infragravity Waves over Topography in Intermediate and Shallow Water under Nonbreaking Conditions

机译:非间断条件下中浅水地形次重力波解析谱模型

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摘要

The theoretical model for group-forced infragravity (IG) waves in shallow water is not well established for nonbreaking conditions. In the present study, analytical solutions of the group-forced IG waves at O(beta(1)) (beta(1) = h(x)/(Delta kh), h(x) = bottom slope, Delta k 5 group wavenumber, h 5 depth) in intermediate water and at O(beta(-1)(1)) in shallow water are derived separately. In case of off-resonance beta(1)mu(-1) = O(beta(1)), where mu = 1 -c(g)(2)/(gh) is the resonant departure parameter, c(g) = group speed in intermediate water, additional IG waves in quadrature with the wave group forcing (hereinafter, the nonequilibrium response or component) are induced at O(beta(1)) relative to the equilibrium bound IG wave solution of LonguetHiggins and Stewart (1962) in phase with the wave group. The present theory indicates that the nonequilibrium response is mainly attributed to the spatial variation of the equilibrium bound IG wave amplitude instead of group-forcing. In case of near-resonance beta(1)mu(-1) = O(1) in shallow water; however, both the equilibrium and nonequilibrium components are similar to O(beta(-1)(1)) at the leading order. Based on the nearly-resonant solution, the shallow water limit of the local shoaling rate of bound IG waves over a plane sloping beach is derived to be similar to h(-1) for the first time. The theoretical predictions compare favorably with the laboratory experiment by Van Noorloos (2003) and the present numerical model results generated using SWASH. Based on the proposed solution, the group-forced IGwaves over a symmetric shoal are investigated. In case of offresonance, the solution predicts a roughly symmetric reversible spatial evolution of the IG wave amplitude, while in cases of near to full resonance the IG wave is significantly amplified over the shoal with asymmetric irreversible spatial evolution.
机译:浅水区群受迫次重力波(IG)的理论模型在断裂条件下尚未建立。本研究分别推导了中水O(beta(1)) (beta(1) = h(x)/(Delta kh), h(x) = 底坡, Delta k 5 群波数, h 5 深度) 和浅水 O(beta(-1)(1)) 处的群强迫 IG 波解析解.在非共振[beta(1)mu(-1) = O(beta(1)))的情况下,其中mu = 1 -c(g)(2)/(gh)是谐振离开参数,c(g) = 群速度],在中间水中,相对于LonguetHiggins和Stewart(1962)与波群同相的平衡束缚IG波解,在O(beta(1))处感应出与波群强迫正交的额外IG波(以下简称非平衡响应或分量)。该理论表明,非平衡响应主要归因于平衡束缚IG波幅值的空间变化,而不是群强迫。在浅水区发生近共振时 [beta(1)mu(-1) = O(1)];然而,平衡分量和非平衡分量都类似于前导阶的 O(β(-1)(1))。基于近共振解,首次推导了平面倾斜海滩上束缚IG波局部浅滩速率的浅水极限与h(-1)相似。理论预测与Van Noorloos(2003)的实验室实验以及使用SWASH生成的数值模型结果相比具有优势。基于所提出的解,研究了对称浅滩上的群强迫IG波。在偏振的情况下,该解预测了IG波振幅的大致对称可逆空间演化,而在接近完全共振的情况下,IG波在浅滩上被显著放大,具有不对称的不可逆空间演化。

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