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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Main Authors: Jian-ChaoHuang, 黃建朝
Other Authors: Hwung-Hweng Hwung
Format: Others
Language:zh-TW
Published: 2010
Online Access:http://ndltd.ncl.edu.tw/handle/72129460473836013769
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spelling 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
collection NDLTD
language zh-TW
format Others
sources NDLTD
description 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.
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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