Suspended sediment concentration profiles under non-breaking and breaking waves

Rattanapitikon Winyu*, Tomoya Shibayama

*この研究の対応する著者

研究成果: Conference article査読

6 被引用数 (Scopus)

抄録

Simple formulas to predict time-averaged suspended sediment concentration are formulated using steady diffusion equation. Empirical formulas are developed to compute reference concentration (boundary condition) and diffusion coefficient. For suspended sediment concentration in the field, the same formulas with regular wave condition can be applied by using root mean square wave height and average wave period. Total 139 data sets are used for calibration of empirical formulas and 175 data sets are used for verification.

本文言語English
ページ(範囲)2813-2827
ページ数15
ジャーナルProceedings of the Coastal Engineering Conference
3
DOI
出版ステータスPublished - 1995 1 1
外部発表はい
イベントProceedings of the 24th International Conference on Coastal Engineering. Part 1 (of 3) - Kobe, Jpn
継続期間: 1994 10 231994 10 28

ASJC Scopus subject areas

  • 海洋工学

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