抄録
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.
本文言語 | English |
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ページ(範囲) | 151-161 |
ページ数 | 11 |
ジャーナル | Coastal Engineering Journal |
巻 | 29 |
DOI | |
出版ステータス | Published - 1986 |
外部発表 | はい |
ASJC Scopus subject areas
- 土木構造工学
- モデリングとシミュレーション
- 海洋工学