A study on the drag coefficient of emergent flexible vegetation under regular waves DOI
Kai Yin, Sudong Xu,

Wenrui Huang

et al.

Ocean Modelling, Journal Year: 2024, Volume and Issue: 191, P. 102422 - 102422

Published: Aug. 13, 2024

Language: Английский

Modeling wave dynamics with coastal vegetation using a smoothed particle hydrodynamics porous flow model DOI Creative Commons

Mohammadreza Torabbeigi,

Hassan Akbari, Mohammad Adibzade

et al.

Ocean Engineering, Journal Year: 2024, Volume and Issue: 311, P. 118756 - 118756

Published: Aug. 13, 2024

Language: Английский

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13

Experimental and numerical investigation of the interaction between extreme waves and composite large-diameter cylindrical breakwater DOI
Tianyu Zheng, Kai Yin, Wei Lin

et al.

Ocean Engineering, Journal Year: 2025, Volume and Issue: 330, P. 121282 - 121282

Published: April 21, 2025

Language: Английский

Citations

0

Steady-state nonlinear dynamics of a flexible beam with large deformation under oscillatory flow DOI

Jingkun Gao,

Weidong Zhu, Yaqing Jin

et al.

Journal of Fluids and Structures, Journal Year: 2025, Volume and Issue: 136, P. 104327 - 104327

Published: May 2, 2025

Language: Английский

Citations

0

Numerical study on stem-generated turbulence due to emergent rigid vegetation in water waves DOI
Jun Tang, Yuxi Chen,

Yongming Shen

et al.

Ocean Engineering, Journal Year: 2024, Volume and Issue: 304, P. 117940 - 117940

Published: April 21, 2024

Language: Английский

Citations

2

Energy dissipation characteristics in vegetation belt due to mono-chromatic and bi-chromatic waves DOI

Nibedita Ram,

V. Sriram

Ocean Engineering, Journal Year: 2024, Volume and Issue: 312, P. 119062 - 119062

Published: Aug. 31, 2024

Language: Английский

Citations

2

A study on the drag coefficient of emergent flexible vegetation under regular waves DOI
Kai Yin, Sudong Xu,

Wenrui Huang

et al.

Ocean Modelling, Journal Year: 2024, Volume and Issue: 191, P. 102422 - 102422

Published: Aug. 13, 2024

Language: Английский

Citations

0