Experimental Investigation of Infragravity Wave Propagation on a Porous Reef
Publication: Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 149, Issue 3
Abstract
A laboratory experiment is carried out to study the generation mechanism and the evolution process of an infragravity wave (IG wave) on a typical permeable fringing reef. Fifteen capacitance wave gauges are installed along the reef model to record the water surface elevation under irregular wave action. Based on the experimental data, both IG wave generation and strong IG wave interaction are systematically analyzed. The experimental results indicate that the IG waves are generated by the time-varying breakpoint mechanism at the reef edge, and the tidal modulations on the IG wave height are mainly influenced by wave breaking and wave dissipation. Around the reef edge, the tidal modulation is controlled by wave breaking and the IG wave height monotonously decreases with the increase of the tide level. At the shoreline, the tidal modulation is controlled by wave dissipation at the low tide level and wave breaking at the high tide level. Therefore, the IG wave height first increases and then decreases with the increase of the tide level, and the maximum IG wave height occurs at the middle tide level.
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Data Availability Statement
All data, models, or code that support the findings of this study are available from the corresponding author on reasonable request.
Acknowledgments
Acknowledgments
This work was supported by the National Natural Science Foundation of China (Grant Nos. 52101312, 52031002, and 51979028), the Zhejiang Provincial Natural Science Foundation of China (Grant No. LGJ19E090001), Ningbo Municipal Bureau of Water Conservancy (Grant No. NSKB202020), Ningbo University (Grant Nos. 432094460 and ZX2022000350), the Guangzhou Basic and Applied Basic Research Project (Grant No. 202201010240), and the Open Fund of the State Key Laboratory of Hydraulics and Mountain River Development and Protection, Sichuan University (Grant No. SKHL2108).
Notation
The following symbols are used in this paper:
- B(f1, f2)
- bicoherence between frequencies f1 and f2;
- ds
- median diameter;
- f
- wave frequency;
- HIG
- characteristic spectral wave height of IG wave;
- HIG/HS
- relative IG wave height;
- Hin
- incident IG wave height at shoreline;
- Hre
- reflected IG wave height at shoreline;
- HS
- significant wave height of incident wave;
- HSS
- characteristic spectral wave height of SS wave;
- HSS/HS
- relative SS wave height;
- hr
- still water depth on reef flat;
- hs
- height of porous layer;
- ReI(τ)
- cross correlation between incident wave envelope and IG wave surface;
- Sf
- wave spectral density;
- TS
- significant wave period of incident wave;
- WT
- continuous wavelet transform;
- γ
- wave decay coefficient;
- porosity;
- η
- wave surface elevation;
- wave setup;
- /HS
- relative wave setup;
- ηenv
- wave envelope;
- ηIG
- surface elevation of IG wave (f < 0.2 Hz in prototype);
- maximum wave setup on reef flat;
- /HS
- dimensionless submergence depth;
- ηSS
- surface elevation of SS wave (f ≥ 0.2 Hz in prototype);
- σenv
- standard deviation of incident wave envelope; and
- σIG
- standard deviation of IG wave elevation.
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© 2023 American Society of Civil Engineers.
History
Received: Jun 20, 2022
Accepted: Dec 3, 2022
Published online: Feb 21, 2023
Published in print: May 1, 2023
Discussion open until: Jul 21, 2023
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