Numerical Simulations of Wave-Induced Soil Erosion in Silty Sand Seabeds

Journal of Marine Science and Engineering

卷:7

Wenjie Zhou¹  Congbo Zhu¹  Feng Yuan¹  Zhen Guo¹  Shengjie Rui¹ 

[1] College of Civil Engineering and Architecture, Zhejiang University, Hangzhou 310058, China;

关键词: wave action;    silty sand;    seepage flow;    soil erosion;    pore-pressure accumulation;    three-phase soil model;   

DOI  :  10.3390/jmse7020052

来源: DOAJ

【 摘 要 】

Silty sand is a kind of typical marine sediment that is widely distributed in the offshore areas of East China. It has been found that under continuous actions of wave pressure, a mass of fine particles will gradually rise up to the surface of silty sand seabeds, i.e., the phenomenon called wave-induced soil erosion. This is thought to be due to the seepage flow caused by the pore-pressure accumulation within the seabed. In this paper, a kind of three-phase soil model (soil skeleton, pore fluid, and fluidized soil particles) is established to simulate the process of wave-induced soil erosion. In the simulations, the analytical solution for wave-induced pore-pressure accumulation was used, and Darcy flow law, mass conservation, and generation equations were coupled. Then, the time characteristics of wave-induced soil erosion in the seabed were studied, especially for the effects of wave height, wave period, and critical concentration of fluidized particles. It can be concluded that the most significant soil erosion under wave actions appears at the shallow seabed. With the increases of wave height and critical concentration of fluidized particles, the soil erosion rate and erosion degree increase obviously, and there exists a particular wave period that will lead to the most severe and the fastest rate of soil erosion in the seabed.

【 授权许可】

Unknown