橋墩沖刷及阻洪之研究
碩士 === 中華大學 === 土木工程學系碩士班 === 92 === Abstract Base on theory of turbulent flow and the characteristics of stagnation point and separation point as well as the geometrical shape of piers, this paper proposes a analytic model for calculating the limit depth of pier scour. Energy...
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| Format: | Others |
| Language: | zh-TW |
| Published: |
2004
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| Online Access: | http://ndltd.ncl.edu.tw/handle/3u85vj |
| Summary: | 碩士 === 中華大學 === 土木工程學系碩士班 === 92 === Abstract
Base on theory of turbulent flow and the characteristics of stagnation point and separation point as well as the geometrical shape of piers, this paper proposes a analytic model for calculating the limit depth of pier scour. Energy method is employed to establish a model for evaluation the constriction of flood by bridge. After comparison, appropriate models are established in this study.
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