A study on wave-induced particle velocities in fluid mud layer

Mohsen Soltanpour; Hadi Shamsnia; Tomoya Shibayama; Ryota Nakamura; Akifumi Tatekoji

A study on wave-induced particle velocities in fluid mud layer

Mohsen Soltanpour, Hadi Shamsnia, Tomoya Shibayama, Ryota Nakamura, Akifumi Tatekoji

Research output: Chapter in Book/Report/Conference proceeding › Conference contribution

Abstract

Cohesive sediments can be found in many coastal zones all over the world. The upper layer of these muddy coasts may be fluidized under the wave action. Fluid mud is also formed by settlement of fine particles when the waves and currents exert a small shearing stress on the bed. When the waves pass over the fluid mud layer, it absorbs wave energy and, in turn, moves due to the wave action. The present study offers a numerical and experimental study of wave-mud interaction on a horizontal bed. A number of wave flume laboratory tests are presented to investigate wave attenuation, particle velocities in fluid mud layer and mud mass transport under different wave characteristics. The laboratory results are also compared with a developed semi-Analytical model.

Original language	English
Title of host publication	Proceedings of the 35th International Conference on Coastal Engineering, ICCE 2016
Editors	Patrick Lynett
Publisher	American Society of Civil Engineers (ASCE)
Volume	35
ISBN (Electronic)	9780989661133
Publication status	Published - 2016 Jan 1
Event	35th International Conference on Coastal Engineering, ICCE 2016 - Antalya, Turkey Duration: 2016 Nov 17 → 2016 Nov 20

Other

Other	35th International Conference on Coastal Engineering, ICCE 2016
Country	Turkey
City	Antalya
Period	16/11/17 → 16/11/20

Keywords

Mud mass transport
Mud particle velocities
Wave attenuation
Wave-mud interaction

ASJC Scopus subject areas

Civil and Structural Engineering
Ocean Engineering
Oceanography

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Cite this

A study on wave-induced particle velocities in fluid mud layer. / Soltanpour, Mohsen; Shamsnia, Hadi; Shibayama, Tomoya; Nakamura, Ryota; Tatekoji, Akifumi.

Proceedings of the 35th International Conference on Coastal Engineering, ICCE 2016. ed. / Patrick Lynett. Vol. 35 American Society of Civil Engineers (ASCE), 2016.

Research output: Chapter in Book/Report/Conference proceeding › Conference contribution

Soltanpour, M, Shamsnia, H, Shibayama, T, Nakamura, R & Tatekoji, A 2016, A study on wave-induced particle velocities in fluid mud layer. in P Lynett (ed.), Proceedings of the 35th International Conference on Coastal Engineering, ICCE 2016. vol. 35, American Society of Civil Engineers (ASCE), 35th International Conference on Coastal Engineering, ICCE 2016, Antalya, Turkey, 16/11/17.

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N2 - Cohesive sediments can be found in many coastal zones all over the world. The upper layer of these muddy coasts may be fluidized under the wave action. Fluid mud is also formed by settlement of fine particles when the waves and currents exert a small shearing stress on the bed. When the waves pass over the fluid mud layer, it absorbs wave energy and, in turn, moves due to the wave action. The present study offers a numerical and experimental study of wave-mud interaction on a horizontal bed. A number of wave flume laboratory tests are presented to investigate wave attenuation, particle velocities in fluid mud layer and mud mass transport under different wave characteristics. The laboratory results are also compared with a developed semi-Analytical model.

AB - Cohesive sediments can be found in many coastal zones all over the world. The upper layer of these muddy coasts may be fluidized under the wave action. Fluid mud is also formed by settlement of fine particles when the waves and currents exert a small shearing stress on the bed. When the waves pass over the fluid mud layer, it absorbs wave energy and, in turn, moves due to the wave action. The present study offers a numerical and experimental study of wave-mud interaction on a horizontal bed. A number of wave flume laboratory tests are presented to investigate wave attenuation, particle velocities in fluid mud layer and mud mass transport under different wave characteristics. The laboratory results are also compared with a developed semi-Analytical model.

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