Open-Channel Chute Flow Analysis

碩士 === 淡江大學 === 水資源及環境工程學系 === 85 === This study presents experimental analysis for open-channel chute flow at channel bed with 30, 35, 38, and 41 degrees. The channel bed was coated by plastic blankets with rough surface to simulate the Manning''s roughness coefficients. The Manning...

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Main Authors: Wang, Kun-Pao, 王昆保
Other Authors: Hsu, Chung-C.
Format: Others
Language:zh-TW
Published: 1997
Online Access:http://ndltd.ncl.edu.tw/handle/22950202375055464346
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spelling ndltd-TW-085TKU030870192016-07-01T04:15:58Z http://ndltd.ncl.edu.tw/handle/22950202375055464346 Open-Channel Chute Flow Analysis 陡坡明渠流研究 Wang, Kun-Pao 王昆保 碩士 淡江大學 水資源及環境工程學系 85 This study presents experimental analysis for open-channel chute flow at channel bed with 30, 35, 38, and 41 degrees. The channel bed was coated by plastic blankets with rough surface to simulate the Manning''s roughness coefficients. The Manning''s roughness coefficients were equal 0.020, 0.022, and 0.025. The location of white water inception point was found to be proportional to bed slope and inversely proportional to Reynolds number and Manning''s roughness coefficient. The Manning''s roughness coefficients were further modified by the experimental data. Relationships between the effective depth or the depth with air concentration being 95% and the depth calculated by the standard step without air concentration were found which enable the depth-averaged air concentration to be calculated. Hsu, Chung-C. 許中杰 1997 學位論文 ; thesis 66 zh-TW
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language zh-TW
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description 碩士 === 淡江大學 === 水資源及環境工程學系 === 85 === This study presents experimental analysis for open-channel chute flow at channel bed with 30, 35, 38, and 41 degrees. The channel bed was coated by plastic blankets with rough surface to simulate the Manning''s roughness coefficients. The Manning''s roughness coefficients were equal 0.020, 0.022, and 0.025. The location of white water inception point was found to be proportional to bed slope and inversely proportional to Reynolds number and Manning''s roughness coefficient. The Manning''s roughness coefficients were further modified by the experimental data. Relationships between the effective depth or the depth with air concentration being 95% and the depth calculated by the standard step without air concentration were found which enable the depth-averaged air concentration to be calculated.
author2 Hsu, Chung-C.
author_facet Hsu, Chung-C.
Wang, Kun-Pao
王昆保
author Wang, Kun-Pao
王昆保
spellingShingle Wang, Kun-Pao
王昆保
Open-Channel Chute Flow Analysis
author_sort Wang, Kun-Pao
title Open-Channel Chute Flow Analysis
title_short Open-Channel Chute Flow Analysis
title_full Open-Channel Chute Flow Analysis
title_fullStr Open-Channel Chute Flow Analysis
title_full_unstemmed Open-Channel Chute Flow Analysis
title_sort open-channel chute flow analysis
publishDate 1997
url http://ndltd.ncl.edu.tw/handle/22950202375055464346
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