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Numerical simulation on the impact of mangroves on wave pressure on vertical sea dikes
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Jiaxin Lei1, 2, Rong Zhang1, 2, Yongping Chen1, 2, *, Yuan Wang1, 2, Peng Yao1, 2
Haiyang Xuebao | 2024, 46(2) : 117 - 130
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Haiyang Xuebao | 2024, 46(2): 117-130
Numerical simulation on the impact of mangroves on wave pressure on vertical sea dikes
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Jiaxin Lei1, 2, Rong Zhang1, 2, Yongping Chen1, 2, *, Yuan Wang1, 2, Peng Yao1, 2
Affiliations
  • 1. The National Key Laboratory of Water Disaster Prevention, Hohai University, Nanjing 210098 China
  • 2. College of Harbour, Coastal and Offshore Engineering, Hohai University, Nanjing 210098 China
Published: 2024-02-29 doi: 10.12284/hyxb2024011
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Based on the non-hydrostatic model SWASH, a numerical wave flume was established to systematically investigate the hydrodynamic characteristics of the interaction between waves, mangroves, and vertical sea dikes through a comparative experiment with and without mangroves. The study analyzed the influence of factors such as wave steepness, relative water depth, Ursell number, mangrove length, density, and characteristic diameter on the wave height in front of the sea dike and the maximum wave pressure on the windward side of the sea dike. The results indicate that in the absence of mangroves, the Goda formula cannot accurately estimate the impact load on the vertical sea dike. In a numerical experiment with a model scale of 1∶10, a 2 m-wide mangrove in front of the dike was observed to reduce wave height by 6% to 45% and wave pressure by 11% to 74%. However, in conditions with relatively large wave heights and smaller characteristic parameters of the mangrove, an increase in the wave height in front of the dike by approximately 4% to 26% was noted. In the hydraulic conditions considered in this study, the maximum wave pressure decreased by 58% to 93% with a decrease in wave steepness, by 42% to 72% with an increase in relative water depth, and by 87% to 96% with a decrease in the Ursell number. The attenuation rates of wave height and wave pressure in front of the dike non-linearly increased with the increase in the width, density, and characteristic diameter of the mangroves. These findings provide a scientific basis for a deeper understanding of the wave-damping effects of mangroves, as well as for the design and planning of coastal protection projects combining mangrove ecosystems with sea dikes.

mangroves  /  vertical sea dike  /  wave pressure  /  numerical simulation
Jiaxin Lei, Rong Zhang, Yongping Chen, Yuan Wang, Peng Yao. Numerical simulation on the impact of mangroves on wave pressure on vertical sea dikes[J]. Haiyang Xuebao, 2024 , 46 (2) : 117 -130 . DOI: 10.12284/hyxb2024011
Year 2024 volume 46 Issue 2
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doi: 10.12284/hyxb2024011
  • Receive Date:2023-11-12
  • Online Date:2025-11-25
  • Published:2024-02-29
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  • Received:2023-11-12
  • Revised:2024-01-08
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    1. The National Key Laboratory of Water Disaster Prevention, Hohai University, Nanjing 210098 China
    2. College of Harbour, Coastal and Offshore Engineering, Hohai University, Nanjing 210098 China
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表12种不同金属材料的力学参数

Family
属数
Number of
genus
种数
Number of
species
占总种数比例
Percentage of
total species (%)

Genus
种数
Number of
species
占总种数比例
Percentage of total
species (%)
鹅膏菌科Amanitaceae 2 11 5.26 鹅膏菌属 Amanita 10 4.78
小菇科 Mycenaceae 2 12 5.74 丝盖伞属 Inocybe 5 2.39
多孔菌科 Polyporaceae 8 14 6.70 蜡蘑属 Laccaria 5 2.39
红菇科 Russulaceae 3 23 11.00 小皮伞属 Marasmius 6 2.87
小菇属 Mycena 11 5.26
光柄菇属 Pluteus 5 2.39
红菇属 Russula 17 8.13
栓菌属 Trametes 5 2.39
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