Penetration depth of the dynamic response of seabed induced by internal solitary waves. (September 2019)

• Record Type: Journal Article
• Authors: Tian, Zhuangcai; Chen, Tian; Yu, Le; Guo, Xiujun; Jia, Yonggang
• Is Part Of: Applied ocean research. Volume 90(2019)
• Publication Date: 2019-09
• Subjects: Internal waves -- Seabed sediment -- Penetration depth -- Dynamic response -- Pore pressure; Ocean engineering -- Periodicals; 620.416205
• DOI: 10.1016/j.apor.2019.101867
• Languages: English
• ISSNs: 0141-1187

Abstract

Abstract: We use flume experiments and numerical modeling to examine the penetration depth of internal solitary waves (ISWs) on partially saturated porous sandy silt and clayey silt seabed. The results of the experiment and model showed that the instantaneous excess pore water pressure in both the sandy silt and clayey silt seabed followed the same trend of decreasing with the seabed depth. In general, the excess pore water pressure generated by the sandy silt was bigger than that by clayey silt at the same depth. The ISW-induced excess pore water pressure greatly influenced the surface seabed and showed a linear relationship. The penetration depth was approximately one order of magnitude smaller than the half-wavelength of the ISWs, which might be larger than the penetration depth induced by surface waves. Our study results are helpful for understanding the damage that ISWs inflict upon the seabed and for informing future field experiments designed to directly measure the interaction between ISWs and seabed sediments.