Harbor Resonance Calculator Back EN · ZH
Coastal Engineering

Harbor Resonance & Natural Period Calculator

Real-time calculation of natural oscillation periods and Helmholtz resonance for open/closed boundary rectangular harbors. Visualize long-wave (tsunami/storm surge) amplification frequency response and standing wave patterns.

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
1st Resonance Period T₁ [min]
2nd Resonance Period T₂ [min]
3rd Resonance Period T₃ [min]
Helmholtz Period Th [min]
Wave Speed c [m/s]
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.