Study on the characteristics of shallow-water flow in a steep channel

Chang Shian Chen; Chyan Deng Jan; Kun Chih Lin

Study on the characteristics of shallow-water flow in a steep channel

Chang Shian Chen, Chyan Deng Jan, Kun Chih Lin

水利及海洋工程學系

研究成果: Paper › 同行評審

摘要

Velocity measurements were conducted in very steep open-channel flows over smooth and rough beds. The channel slopes were changed from 1.2° to 14.0° by steps while the flow depths were retained to be 15 mm. As a result, the flows was all supercritical and the Froude number varied from 2.0 to 7.2. The velocity-distribution laws, such as logarithmic law, Coles' velocity-defect law, power law and Hama's velocity-defect law, were examined in more detail.

原文	English
頁面	134-138
頁數	5
出版狀態	Published - 1995
事件	Proceedings of the 1st International Conference on Water Resources. Part 1 (of 2) - San Antonio, TX, USA 持續時間: 1995 8月 14 → 1995 8月 18

Other

Other	Proceedings of the 1st International Conference on Water Resources. Part 1 (of 2)
城市	San Antonio, TX, USA
期間	95-08-14 → 95-08-18

All Science Journal Classification (ASJC) codes

一般地球與行星科學
一般環境科學

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引用此

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title = "Study on the characteristics of shallow-water flow in a steep channel",

abstract = "Velocity measurements were conducted in very steep open-channel flows over smooth and rough beds. The channel slopes were changed from 1.2° to 14.0° by steps while the flow depths were retained to be 15 mm. As a result, the flows was all supercritical and the Froude number varied from 2.0 to 7.2. The velocity-distribution laws, such as logarithmic law, Coles' velocity-defect law, power law and Hama's velocity-defect law, were examined in more detail.",

author = "Chen, {Chang Shian} and Jan, {Chyan Deng} and Lin, {Kun Chih}",

year = "1995",

language = "English",

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note = "Proceedings of the 1st International Conference on Water Resources. Part 1 (of 2) ; Conference date: 14-08-1995 Through 18-08-1995",

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T1 - Study on the characteristics of shallow-water flow in a steep channel

AU - Chen, Chang Shian

AU - Jan, Chyan Deng

AU - Lin, Kun Chih

PY - 1995

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N2 - Velocity measurements were conducted in very steep open-channel flows over smooth and rough beds. The channel slopes were changed from 1.2° to 14.0° by steps while the flow depths were retained to be 15 mm. As a result, the flows was all supercritical and the Froude number varied from 2.0 to 7.2. The velocity-distribution laws, such as logarithmic law, Coles' velocity-defect law, power law and Hama's velocity-defect law, were examined in more detail.

AB - Velocity measurements were conducted in very steep open-channel flows over smooth and rough beds. The channel slopes were changed from 1.2° to 14.0° by steps while the flow depths were retained to be 15 mm. As a result, the flows was all supercritical and the Froude number varied from 2.0 to 7.2. The velocity-distribution laws, such as logarithmic law, Coles' velocity-defect law, power law and Hama's velocity-defect law, were examined in more detail.

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M3 - Paper

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SP - 134

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T2 - Proceedings of the 1st International Conference on Water Resources. Part 1 (of 2)

Y2 - 14 August 1995 through 18 August 1995

ER -

Study on the characteristics of shallow-water flow in a steep channel

摘要

Other

All Science Journal Classification (ASJC) codes

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