Harbor Parameters
Boundary Condition
Presets
Harbor Length L2000 m
Harbor Width W500 m
Water Depth h15 m
Helmholtz Mode (small entrance)
Entrance Channel Length Lc200 m
Entrance Cross-Section Am1500 m²
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1st Resonance Period T₁ [min]
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2nd Resonance Period T₂ [min]
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3rd Resonance Period T₃ [min]
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Helmholtz Period Th [min]
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Wave Speed c [m/s]
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Water Depth h [m]
Harbor Resonance Theory
Shallow water wave speed: $c = \sqrt{gh}$
Open-end nth resonance: $T_n = \dfrac{4L}{(2n-1)\,c}$ Closed-end: $T_n = \dfrac{2L}{n\,c}$
$$f_H = \frac{c}{2\pi}\sqrt{\frac{A_m}{L_c \cdot V_b}}$$(Helmholtz resonance: when the entrance is much smaller than the harbor basin)
CAE Integration: Preliminary evaluation for tsunami and storm surge harbor response analysis (STOC-ML, TUNAMI). Natural period adjustment design by modifying breakwater length or water depth. Moored vessel pitch resonance risk assessment.