MUD MASS TRANSPORT DUE TO WAVES.

Tomoya Shibayama, Hiroshi Takikawa, Kiyoshi Horikawa

Research output: Contribution to journalArticle

8 Citations (Scopus)

Abstract

Theoretical and laboratory investigations were performed in order to estimate the rate of mud mass transport under wave action. In the theoretical work, the behavior of soft mud over which waves were propagating was assumed to be similar to a viscous fluid. Then a formula to calculate the rate of mud mass transport was derived by using the analytical solution of mud velocity field. In the laboratory work, spatial distributions and time histories of the mud mass transport rate were measured in a wave flume using kaolinite as a bed material.

Original languageEnglish
Pages (from-to)151-161
Number of pages11
JournalCoastal Engineering Journal
Volume29
Publication statusPublished - 1986 Dec
Externally publishedYes

Fingerprint

Mass Transport
Mass transfer
Kaolinite
Spatial Distribution
Viscous Fluid
Velocity Field
Spatial distribution
Analytical Solution
Calculate
Fluids
Estimate

ASJC Scopus subject areas

  • Civil and Structural Engineering
  • Ocean Engineering

Cite this

Shibayama, T., Takikawa, H., & Horikawa, K. (1986). MUD MASS TRANSPORT DUE TO WAVES. Coastal Engineering Journal, 29, 151-161.

MUD MASS TRANSPORT DUE TO WAVES. / Shibayama, Tomoya; Takikawa, Hiroshi; Horikawa, Kiyoshi.

In: Coastal Engineering Journal, Vol. 29, 12.1986, p. 151-161.

Research output: Contribution to journalArticle

Shibayama, T, Takikawa, H & Horikawa, K 1986, 'MUD MASS TRANSPORT DUE TO WAVES.', Coastal Engineering Journal, vol. 29, pp. 151-161.
Shibayama T, Takikawa H, Horikawa K. MUD MASS TRANSPORT DUE TO WAVES. Coastal Engineering Journal. 1986 Dec;29:151-161.
Shibayama, Tomoya ; Takikawa, Hiroshi ; Horikawa, Kiyoshi. / MUD MASS TRANSPORT DUE TO WAVES. In: Coastal Engineering Journal. 1986 ; Vol. 29. pp. 151-161.
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