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Frontiers of Structural and Civil Engineering

ISSN 2095-2430

ISSN 2095-2449(Online)

CN 10-1023/X

邮发代号 80-968

2019 Impact Factor: 1.68

Front. Struct. Civ. Eng.  2009, Vol. 3 Issue (3): 312-315   https://doi.org/10.1007/s11709-009-0037-y
  Research articles 本期目录
Dynamics simulation of bottom high-sediment sea water movement under waves
Dynamics simulation of bottom high-sediment sea water movement under waves
Xueyi YOU , Wei LIU , Houpeng XIAO ,
School of Environmental Science and Engineering, Tianjin University, Tianjin 300072, China;
 全文: PDF(138 KB)  
Abstract:The movement of bottom high-sediment sea water under water waves, especially that of the high-sediment water layer close to the sea bottom, is important to the resuspension and settlement of sediment. Supposing that the high-sediment sea water is a Newtonian fluid, based on Navier-Stokes (N-S) theory, the movement of the interfaces of air-water and water-sediment water was tracked by the volume of fluid (VOF) method. The velocity field of sediment water was simulated by considering the effect of water waves. The results show that the movement of sediment water is very different from that of sea water, which provides a solid basis for understanding the resuspension and settlement of sediment and the formation of bottom stripe, and the VOF method can trace the movement of the two interfaces simultaneously; the movement of the air-water interface has a strong effect on that of the water-sediment water interface, while the effect of the water-sediment water interface movement on the air-water interface is not obvious.
Key wordsvolume of fluid (VOF) method    high sediment sea water    numerical simulation    interface trace    Navier-Stokes (N-S) theory
出版日期: 2009-09-05
 引用本文:   
. Dynamics simulation of bottom high-sediment sea water movement under waves[J]. Front. Struct. Civ. Eng., 2009, 3(3): 312-315.
Xueyi YOU , Wei LIU , Houpeng XIAO , . Dynamics simulation of bottom high-sediment sea water movement under waves. Front. Struct. Civ. Eng., 2009, 3(3): 312-315.
 链接本文:  
https://academic.hep.com.cn/fsce/CN/10.1007/s11709-009-0037-y
https://academic.hep.com.cn/fsce/CN/Y2009/V3/I3/312
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