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Progressive Waves of Real Fluids over Permeable Bottom

In this paper, the slipping friction is considered in the problem of a progressive wave of real fluids propagating over a permeable bottom. In the interface of soil and fluid, the ¡§no-slip¡¨ condition is relaxed and a sliding friction coefficient is introduced. Thus, the slipping effect and the permeability of bottom on the velocity near the seabed can be studied. The results indicate that the joint effect of slipping friction and permeability is crucial. The overshooting phenomena also can be explained by this joint effect.

Identiferoai:union.ndltd.org:NSYSU/oai:NSYSU:etd-0128106-223429
Date28 January 2006
CreatorsLin, Chia-hao
ContributorsHwung-hweng Hwung, Guan-yu Chen, B.D Yang, Ching-piao Tsai, Yang-Yih Chen, Chung-Pan Lee
PublisherNSYSU
Source SetsNSYSU Electronic Thesis and Dissertation Archive
LanguageCholon
Detected LanguageEnglish
Typetext
Formatapplication/pdf
Sourcehttp://etd.lib.nsysu.edu.tw/ETD-db/ETD-search/view_etd?URN=etd-0128106-223429
Rightsunrestricted, Copyright information available at source archive

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