ORIGINAL RESEARCH article

Front. Mar. Sci.

Sec. Coastal Ocean Processes

Volume 12 - 2025 | doi: 10.3389/fmars.2025.1612112

Modeling sand wave migration based on the internal solitary wave induced internal-surface coupling response of seabed

Provisionally accepted
  • 1Tianjin University, Tianjin, China
  • 2Observation and Research Station of Land-Sea Interaction Field in the Yellow River Estuary, Yantai, China
  • 3China Coast Guard, Beijing, China

The final, formatted version of the article will be published soon.

Migrating sand waves are widely developed on the outer continental shelf and upper slope of the northern South China Sea (SCS), at water depth ranging from 80 m to 250 m. Recent works reveal the critical role of internal solitary waves (ISWs) in sand wave migration in this area. However, the physical mechanism and mathematical modeling on ISW-induced sand wave migration still have deficiencies. This paper proposes hydrodynamic and seabed models utilizing the Massachusetts Institute of Technology General Circulation Model (MITgcm) and Biot's theory to evaluate bed load transports, in which the ISW-induced internal-surface coupling response of seabed is particularly considered. Results and analysis indicate that ISWs can induce excess pore pressure (EPP) in the seabed, resulting in upward seepage force acting on the sediment particles, and thus reduce the critical incipient shear stress and promote the initiation and transport of sediment at seabed surface. The ISW-induced transient EPP rather than the accumulated EPP dominates the internal pore pressure response of seabed. The ISW-induced erosion depth can be twice the transient liquefaction depth at the uppermost seabed layer if seepage force is added to the sediment force equilibrium equation. With the bottom shear stress outputted by MITgcm as the external driving forces, combining the internal-surface coupling response of seabed, the bed load transport rate is effectively calculated. This paper provides effective tools to evaluate ISWs-induced bed load transport and suggests an important role of ISWs in the migration of sand waves on the outer continental shelf and upper slope in the northern SCS. Further in-situ observations are still needed to calibrate and verify the present model.

Keywords: Sand wave migration, Internal solitary wave, Excess pore pressure, Seepage force, Northern South China Sea

Received: 15 Apr 2025; Accepted: 10 Jun 2025.

Copyright: © 2025 Lei, Wang, Chu and Ji. This is an open-access article distributed under the terms of the Creative Commons Attribution License (CC BY). The use, distribution or reproduction in other forums is permitted, provided the original author(s) or licensor are credited and that the original publication in this journal is cited, in accordance with accepted academic practice. No use, distribution or reproduction is permitted which does not comply with these terms.

* Correspondence:
Hu Wang, Tianjin University, Tianjin, China
Yongping Ji, China Coast Guard, Beijing, China

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