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- NEZU Iehisa
- 京都大学工学部環境地球工学教室
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- KADOTA Akihiro
- 京都大学大学院土木工学専攻
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- NAKAGAWA Hiroji
- 京都大学工学部環境地球工学教室
Bibliographic Information
- Other Title
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- 開水路乱流の粘性底層および壁面領域に及ぼす非定常効果
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Description
Near-wall region which consists of viscous sublayer and buffer layer in unsteadyopen-channel flows was measured accurately by making use of a two-component threebeam LDA system; the effects of pressure gradient produced by the time-variation of water surface and discharge were revealed experimentally. Friction velocities evaluated from linear formula and log-law formula coincided well with each other. However, the van Driest damping factor B which indicates the thickness of sublayer varied in the decelerating flows, whereas it showed an opposite manner in the accelerating flows.The von Karman constant K is nearly universal one even in strong unsteady flows. The normalized turbulence intensity was affected by the pressure gradient. The Reynolds stress and other statistical quantities were also changed from their universal distribution of zero pressure-gradient flows.
Journal
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- PROCEEDINGS OF HYDRAULIC ENGINEERING
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PROCEEDINGS OF HYDRAULIC ENGINEERING 39 833-838, 1995
Japan Society of Civil Engineers
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Keywords
Details 詳細情報について
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- CRID
- 1390001205170402432
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- NII Article ID
- 130004042266
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- ISSN
- 18849172
- 09167374
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- Data Source
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- JaLC
- Crossref
- CiNii Articles
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- Abstract License Flag
- Disallowed