The porous effect on the bottom instability under partially standing waves

Shih-Chun Hsiao, Philip L.F. Liu

Research output: Contribution to journalArticle

1 Citation (Scopus)

Abstract

In this paper, we extended Blondeaux [1], Liu, et al. [2] and Mei and Yu's [3] theories to study the porous effect on instability of rippled bed under the partially standing surface waves. Comparisons are made with both Blondeaux and Mei & Yu's theoretical predictions and experimental data performed by many other authors. We found that based on the linear instability analysis and the parameter regimes we explored the percolation effect can change the threshold conditions by 10-20 percent and the seepage force is negligible up to O(ε). Furthermore, the steady streamings with or without porous effect show the considerable difference in intensities at the same locations and it might change the sediment transport rate especially the suspended load.

Original languageEnglish
Pages (from-to)53-66
Number of pages14
JournalJournal of Mechanics
Volume18
Issue number2
DOIs
Publication statusPublished - 2002 Jan 1

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Standing Wave
standing waves
Sediment transport
Seepage
Surface waves
Sediment Transport
seepage
sediment transport
Surface Waves
Streaming
Percent
surface waves
beds
Experimental Data
thresholds
Prediction
predictions

All Science Journal Classification (ASJC) codes

  • Condensed Matter Physics
  • Mechanical Engineering
  • Applied Mathematics

Cite this

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The porous effect on the bottom instability under partially standing waves. / Hsiao, Shih-Chun; Liu, Philip L.F.

In: Journal of Mechanics, Vol. 18, No. 2, 01.01.2002, p. 53-66.

Research output: Contribution to journalArticle

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