The experiment of flood bore propagation of dam-break flow
碩士 === 國立成功大學 === 水利及海洋工程學系碩博士班 === 98 === This study uses the upward-moving gate (full dam-break) and the collapse-type gate (partial dam-break) to observe dam-break flow under two different conditions. We collect and analyze previos literatures to design the upward-moving and collapse-type gate re...
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ndltd-TW-098NCKU50831062015-11-06T04:03:59Z http://ndltd.ncl.edu.tw/handle/72129460473836013769 The experiment of flood bore propagation of dam-break flow 潰壩引致之洪峰傳播之試驗 Jian-ChaoHuang 黃建朝 碩士 國立成功大學 水利及海洋工程學系碩博士班 98 This study uses the upward-moving gate (full dam-break) and the collapse-type gate (partial dam-break) to observe dam-break flow under two different conditions. We collect and analyze previos literatures to design the upward-moving and collapse-type gate respectively. The results revel that the dam-break process, wave front velocity, and generation of mushroom jet are very different due to dam-break type.The mechanism of different dam-break flow will be examined and discussed in this paper. The capacitancy wave gages and CCD camera were used to catch the front velocity and dam-break process.The experimental upstream water depth is kept at 30cm and 40cm for full dam-break conditions, and the ratio of downstream and upstream water depth is 0, 0.1, 0.2, and0.3. Zero value is dry-bed case. The collapse ratio for partial dam-break is 1 / 10, 1 / 5, 1 / 3. The filed of view of camera is 270cm long starting from the gat. From the experiments, the bore movement and the jet generation through down-stream are observed. Further, the position of mushroom jet was identified accurately, and the relationships among generation position, ratio of water depth, and maximum velocity were also obtained. Hwung-Hweng Hwung 黃煌煇 2010 學位論文 ; thesis 71 zh-TW |
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碩士 === 國立成功大學 === 水利及海洋工程學系碩博士班 === 98 === This study uses the upward-moving gate (full dam-break) and the collapse-type gate (partial dam-break) to observe dam-break flow under two different conditions. We collect and analyze previos literatures to design the upward-moving and collapse-type gate respectively. The results revel that the dam-break process, wave front velocity, and generation of mushroom jet are very different due to dam-break type.The mechanism of different dam-break flow will be examined and discussed in this paper.
The capacitancy wave gages and CCD camera were used to catch the front velocity and dam-break process.The experimental upstream water depth is kept at 30cm and 40cm for full dam-break conditions, and the ratio of downstream and upstream water depth is 0, 0.1, 0.2, and0.3. Zero value is dry-bed case. The collapse ratio for partial dam-break is 1 / 10, 1 / 5, 1 / 3. The filed of view of camera is 270cm long starting from the gat. From the experiments, the bore movement and the jet generation through down-stream are observed. Further, the position of mushroom jet was identified accurately, and the relationships among generation position, ratio of water depth, and maximum velocity were also obtained.
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author2 |
Hwung-Hweng Hwung |
author_facet |
Hwung-Hweng Hwung Jian-ChaoHuang 黃建朝 |
author |
Jian-ChaoHuang 黃建朝 |
spellingShingle |
Jian-ChaoHuang 黃建朝 The experiment of flood bore propagation of dam-break flow |
author_sort |
Jian-ChaoHuang |
title |
The experiment of flood bore propagation of dam-break flow |
title_short |
The experiment of flood bore propagation of dam-break flow |
title_full |
The experiment of flood bore propagation of dam-break flow |
title_fullStr |
The experiment of flood bore propagation of dam-break flow |
title_full_unstemmed |
The experiment of flood bore propagation of dam-break flow |
title_sort |
experiment of flood bore propagation of dam-break flow |
publishDate |
2010 |
url |
http://ndltd.ncl.edu.tw/handle/72129460473836013769 |
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