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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Main Authors: Chun-Yi Lee, 李俊毅
Other Authors: Keh-Chia Yeh
Format: Others
Language:zh-TW
Published: 2006
Online Access:http://ndltd.ncl.edu.tw/handle/61949900318836899483
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spelling 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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language zh-TW
format Others
sources NDLTD
description 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.
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
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