Numerical investigation of breaking waves impact on vertical breakwater with impermeable and porous foundation

Zhou, Ting; Yin, Yin; Ma, Zhe; Chen, Jingjie; Zhai, Gangjun

doi:10.1016/j.oceaneng.2023.114477

Cited by 5 publications

(1 citation statement)

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“…Rupali & Kumar, (2021) developed a mathematical model with an analytical approach using the Helmholtz equation for the application of permeable and impermeable breakwaters. For the same case but using a numerical method is presented to see the effectiveness of the breakwater by looking at the differences between permeable and impermeable breakwaters, The results show that permeable breakwaters with varying porosity values are more effective than impermeable breakwaters (Qu et al, 2022;Zhou et al, 2023).…”

Section: Introductionmentioning

confidence: 99%

Analysis of submerged breakwater models using ripple tank

Mutmainnah,

Wulandari,

Argus

et al. 2023

App.Sci.Def

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A breakwater is an infrastructure that functions to dampen wave energy. To secure the area directly adjacent to the coast, an effective breakwater model is needed based on the analysis of the dissipation coefficient value ( ). This study aims to determine a good breaker model based on the value using a ripple tank. The data analyzed were wave heights before and after passing through the breakwaters of the three concrete models whose arrangement was varied. The results showed that the breaker model that is effective in reducing wave energy is the Grooved cube model with holes arranged horizontally based on the resulting small reflection coefficient ( ) and transmission coefficient ( ) values and large values

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Section: Introductionmentioning

confidence: 99%