- 學位論文
大漢溪上游段攔河堰水工模型試驗
Model Study of Proposed Dashi Weir and Wulin weir in Dahanshi River
並列摘要
This study conducted a model test for the flow in the Dahanshi river after building the proposed Dashi weir and Wulin weir. The test results were also used for the verification of the simulation results of one-dimensional numerical model. The test results show that Dashi weir should be located at 110m downstream of the Dashi bridge and the weir elevation is EL.=80.5m. Also, the test results and the one-dimensional numerical results are in good agreements.
參考文獻
4.Subramanya, K., ”Flow in Open Channels” , pp88-92
1.經濟部水利署第十河川局(1997)，「大漢溪上游段攔河堰及河道
穩定工程規劃暨細部設計」，台灣台北。
2.水資會(1987)，「大漢溪防洪工程設計方案水理及河道穩定性分
析」，台灣台北。
延伸閱讀
- 潘頎鈞（2006）。攔河堰對河川生態影響之研究─以濁水溪集集攔河堰為例〔碩士論文，國立清華大學〕。華藝線上圖書館。https://www.airitilibrary.com/Article/Detail?DocID=U0016-1303200709282975
- 張豐年（2010）。環評實戰解析以大度攔河堰工程計畫二階環評範疇界定會議爲例。生態台灣，(28)，31-40。https://doi.org/10.29820/TAE.201007.0004
- 李豐佐、黃茂松、劉政其、宋德仁、劉桂南、闕蓓德（2021）。應用二維數值模式分析攔河堰型式影響河道防洪及輸砂之研究。農業工程學報，67(2)，32-43。https://doi.org/10.29974/JTAE.202106_67(2).0004
- 李俊賢（2006）。Modeling Salinity and Suspended Sediment in Tidal River of Danshuei River Estuarine System with Three-Dimensional Model〔碩士論文，國立中央大學〕。華藝線上圖書館。https://www.airitilibrary.com/Article/Detail?DocID=U0031-0207200917341431
- Wang, Y., Fu, X., & Wang, G. (2014). Conceptual Model for Simulating the Adjustments of Bankfull Characteristics in the Lower Yellow River, China. Journal of Applied Mathematics, 2014(), 532-543-850. https://doi.org/10.1155/2014/852174