INTERACTION BETWEEN WAVES AND HANGING HIGHLY FLEXIBLE KELP BLADES
ICCE 2018 Cover Image
PDF

How to Cite

Zhu, L.-H., Huguenard, K., & Fredriksson, D. (2018). INTERACTION BETWEEN WAVES AND HANGING HIGHLY FLEXIBLE KELP BLADES. Coastal Engineering Proceedings, 1(36), papers.31. https://doi.org/10.9753/icce.v36.papers.31

Abstract

The interaction between waves and flexible blades has drawn recent attention because of the capacity of nature-based infrastructure, such as aquatic vegetation and kelp, to attenuate waves. In this study, a new numerical model was developed to study the wave-blade interaction for both bottom-fixed and suspended blades. The dynamics of the blades simulated by a cable model were coupled with OpenFOAM®-based wave model IHFoam with the immersed boundary method. The results showed that the distribution of the blade-induced vortices was asymmetric with more vortices upstream for the single bottom-fixed blade while more vortices downstream for the single suspended blade. For both submerged and suspended canopies, the vortex distribution is also asymmetric. More vortices concentrate upstream for the submerged canopy. For a suspended canopy, more vortices concentrate upstream and below the bottom of the suspended canopy. Yet near the surface above the suspended canopy, more vortices concentrate downstream. Understanding the distribution of vortices is important for predicting the sediment transport and nutrient distribution.
https://doi.org/10.9753/icce.v36.papers.31
PDF

References

Alben, S., Shelley, M., & Zhang, J. 2002. Drag reduction through self-similar bending of a flexible body. Nature, 420(6915), 479-481.

Chen, H., Liu, X. and Zou, Q.P., 2018. Wave-driven flow induced by suspended and submerged canopies. Advances in Water Resources, 123, 160-172.

Chen, H., Zou, Q. and Liu, Z., 2017. A coupled RANS-VOF and finite element model for wave interaction with highly flexible vegetation. Proceedings of 35th International Conference on Coastal Engineering, ASCE, 1(35), 25.

Constant, E., Favier, J., Meldi, M., Meliga, P. and Serre, E., 2017. An immersed boundary method in OpenFOAM: verification and validation. Computers & Fluids, 157, pp.55-72.

Higuera, P., Lara, J. L., & Losada, I. J. 2013. Realistic wave generation and active wave absorption for Navier-Stokes models: Application to OpenFOAM®. Coastal Engineering, 71, 102-118.

Howell, C. T. 1992. Investigation of the dynamics of low-tension cables. Ph.D. thesis Massachusetts Institute of Technology and Woods Hole Oceanographic Institution.

Luhar, M., Infantes, E., & Nepf, H. 2017. Seagrass blade motion under waves and its impact on wave decay. Journal of Geophysical Research: Oceans, 122, 3736-3752.

Luhar, M., & Nepf, H. M. 2016. Wave-induced dynamics of flexible blades. Journal of Fluids and Structures, 61, 20-41.

Mullarney, J. C., & Henderson, S. M. 2010. Wave†forced motion of submerged single†stem vegetation. Journal of Geophysical Research: Oceans (1978-2012), 115(C12).

Peskin, C. S. 2002. The immersed boundary method. Acta numerica, 11, 479-517.

Riahi, H., Meldi, M., Favier, J., Serre, E. and Goncalves, E., 2018. A pressure-corrected Immersed Boundary Method for the numerical simulation of compressible flows. Journal of Computational Physics, 374, pp.361-383.

Trianrafyllou, M. S. 1994. Cable mechanics for moored floating structures. Proceedings of 7th International Conference on the Behaviour of Offshore Structures (BOSS 1994) (Vol. 2, pp. 57-77).

Zhu, L.-H., & Zou, Q.-P. 2017. Three-layer analytical solution for wave attenuation by suspended and nonsuspended vegetation canopy. Proceedings of 35th International Conference on Coastal Engineering, ASCE, 1(35), 27.

Authors retain copyright and grant the Proceedings right of first publication with the work simultaneously licensed under a Creative Commons Attribution License that allows others to share the work with an acknowledgement of the work's authorship and initial publication in this Proceedings.