WAVE INTERACTION WITH LARGE ROUGHNESS ELEMENTS ON AN IMPERMEABLE SLOPING BED

Proceedings of the International Conference on Coastal Engineering

Bjarne Jensen¹  Erik Damgaard Christensen¹  B. Mutlu Sumer¹ 

[1] Technical University of Denmark

关键词: Fluid-structure interaction;    Breakwaters;    Model scale experiments;    Numerical modelling;   

DOI  :  10.9753/icce.v33.waves.23

学科分类：建筑学

来源: Coastal Engineering Research Council

【 摘 要 】

The present paper presents the results of an experimental and numerical investigation of the flow between large roughness elements on a steep sloping impermeable bed during wave action. The setup is designed to resemble a breakwater structure. The work is part of a study where the focus is on the details in the porous core flow and the armour layer flow i.e. the interaction between the two flow domains and the effect on the armour layer stability. In order to isolate the processes involved with the flow in the porous core the investigations are first carried out with a completely impermeable bed and successively repeated with a porous bed. In this paper the focus is on the impermeable bed. Results are obtained experimentally for flow and turbulence between the roughness elements on the sloping bed. Numerical simulations have reproduced the experimental results with good agreements and can hereby add more details to the understanding of the fluid-structure interaction.

【 授权许可】

Unknown