Study On Mobile-Bed Confluence Flows Using Multimode Characteristics Model
碩士 === 國立交通大學 === 土木工程系所 === 94 === This study is based on the non-uniform sediment multimode characteristics model developed by Li(1992) and Yeh et al.(1995). The proposed model is a coupled model, in which along the physical perturbation-wave trajectories the N bed-meterial size fractions, flow de...
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ndltd-TW-094NCTU50150122016-06-03T04:14:19Z http://ndltd.ncl.edu.tw/handle/61949900318836899483 Study On Mobile-Bed Confluence Flows Using Multimode Characteristics Model 多方式特性法模式應用於動床主支流之研究 Chun-Yi Lee 李俊毅 碩士 國立交通大學 土木工程系所 94 This study is based on the non-uniform sediment multimode characteristics model developed by Li(1992) and Yeh et al.(1995). The proposed model is a coupled model, in which along the physical perturbation-wave trajectories the N bed-meterial size fractions, flow depth, velocity, and bed elevation can be solved simultaneous. In order to apply to the natural rivers system , expand this model to the function that has simulation the confluence flows, and consider the question of the inside boundary condition , the concept of adopting the water level and is equal to is dealt with. This research is connected clearly with professor Yen et al. (1988 , 1990 ) experiment case first, carry on single channel simulation and susceptibility analysis. In mobile-bed confluence flows model application , regard natural rivers as the target of simulation , collect the section data of Tahan river and Sanxia river , regard Tahan river as the mainstream, and Sanxia river as the tributary, carry on typhoon flood incident simulation, and compare with the measuring value of the Hsinhai bridge water level station, examine this model suitability in the natural rivers. Keh-Chia Yeh 葉克家 2006 學位論文 ; thesis 104 zh-TW |
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碩士 === 國立交通大學 === 土木工程系所 === 94 === This study is based on the non-uniform sediment multimode characteristics model developed by Li(1992) and Yeh et al.(1995). The proposed model is a coupled model, in which along the physical perturbation-wave trajectories the N bed-meterial size fractions, flow depth, velocity, and bed elevation can be solved simultaneous. In order to apply to the natural rivers system , expand this model to the function that has simulation the confluence flows, and consider the question of the inside boundary condition , the concept of adopting the water level and is equal to is dealt with. This research is connected clearly with professor Yen et al. (1988 , 1990 ) experiment case first, carry on single channel simulation and susceptibility analysis. In mobile-bed confluence flows model application , regard natural rivers as the target of simulation , collect the section data of Tahan river and Sanxia river , regard Tahan river as the mainstream, and Sanxia river as the tributary, carry on typhoon flood incident simulation, and compare with the measuring value
of the Hsinhai bridge water level station, examine this model suitability in the natural rivers.
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author2 |
Keh-Chia Yeh |
author_facet |
Keh-Chia Yeh Chun-Yi Lee 李俊毅 |
author |
Chun-Yi Lee 李俊毅 |
spellingShingle |
Chun-Yi Lee 李俊毅 Study On Mobile-Bed Confluence Flows Using Multimode Characteristics Model |
author_sort |
Chun-Yi Lee |
title |
Study On Mobile-Bed Confluence Flows Using Multimode Characteristics Model |
title_short |
Study On Mobile-Bed Confluence Flows Using Multimode Characteristics Model |
title_full |
Study On Mobile-Bed Confluence Flows Using Multimode Characteristics Model |
title_fullStr |
Study On Mobile-Bed Confluence Flows Using Multimode Characteristics Model |
title_full_unstemmed |
Study On Mobile-Bed Confluence Flows Using Multimode Characteristics Model |
title_sort |
study on mobile-bed confluence flows using multimode characteristics model |
publishDate |
2006 |
url |
http://ndltd.ncl.edu.tw/handle/61949900318836899483 |
work_keys_str_mv |
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