Please use this identifier to cite or link to this item: http://hdl.handle.net/11455/33294
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dc.contributor.advisor江永哲zh_TW
dc.contributor.advisorYung- Cheh Chiangen_US
dc.contributor.author周良勳zh_TW
dc.contributor.authorChou, Liang-Hsiungen_US
dc.date2000zh_TW
dc.date.accessioned2014-06-06T07:45:40Z-
dc.date.available2014-06-06T07:45:40Z-
dc.identifier.urihttp://hdl.handle.net/11455/33294-
dc.description.abstract中 文 摘 要 本試驗旨在探討防砂壩淤積後,溢壩水流對下游河道泥砂的沖淤影響。在含滓水流條件下,由渠槽試驗分別觀測河道構建不同壩高和消能設施的防砂壩後,對下游河道沖淤變化之影響,以三種沖淤指標因子:全區泥砂運移比、強沖刷區泥砂運移比、弱沖刷區泥砂運移比等判斷河道在各個區域之泥砂沖淤情形。試驗結果顯示: 一、當河道構建防砂壩後,其河道各沖刷區之泥砂運移比均比原河道各 沖 刷區之泥砂運移比大;且隨著防砂壩的增高,而呈現沖刷更嚴重之趨勢。 二、當河道構建不同消能設施的防砂壩後,並於壩體下游設置護坦、水 墊、副壩等不同消能設施予以消能,對整個河道的全區泥砂運移比之影響,以副壩設施的全區泥砂運移比最小,所以副壩設施最能有效降低整個河道的沖刷,水墊次之,護坦則最差。 三、當河道構建不同消能設施的防砂壩後,並於壩體下游設置護坦、水墊、副壩等不同消能設施予以消能,對整個河道的強沖刷區泥砂運移比之影響,以副壩設施的強沖刷區泥砂運移比最小,最能夠有效降低強沖刷區的沖刷,所以副壩消能效果最好,護坦次之,水墊再次之。 四、無論在河道構建何種消能設施的防砂壩,皆能減緩強沖刷區的沖刷程度,但卻會增加弱沖刷區泥砂運移比,加劇弱沖刷區的河床沖刷作用。zh_TW
dc.description.abstractABSTRACT The purpose of this experiment is to explore the influence of non-deposition check dam overflow on the scouring and deposition down-stream the dam. A series of flume experiments were conducted to monitor the effects of dam height and energy dissipation components on the scouring and deposition in the downstream. Three indexes were used to describe the results of the experiment. They are whole area gravel sand transported ratio (qs/qw), serious area gravel sand transported ratio (qss/qw) and weak area gravel sand transported ratio (qls/qw). The experimental results showed: 1.The construction of the dam will increase qs/qw, and the higher the dam, the serious the scouring. 2.The secondary dam is the best choice to decrease qs/qw. Apron is the worst one. 3.The secondary dam is the most efficient in reducing qss/qw. Water cushion is the worst one. 4.Any energy dissipation component will reduce the scouring in the serious, scouring area, but they will always increase the scouring in the small scouring area.en_US
dc.description.tableofcontents誌謝 目錄 表目錄 圖目錄 中文摘要 英文摘要 第一章 緒論 1-1 試驗動機 1-2 試驗方向 第二章 文獻回顧 2-1 防砂壩消能設施 2-2 防砂壩下游沖刷 第三章 渠槽試驗 3-1 渠槽試驗設計 3-2 渠槽裝置 3-3 試驗步驟 3-4 名詞定義及解釋 3-5 數據量測及計算 第四章 結果與討論 4-1 全區泥砂運移比 4-1-1 防砂壩構建前後全區泥砂運移比之比較 4-1-2 防砂壩附設護坦時全區泥砂運移比之變化 4-1-3 防砂壩附設水墊時全區泥砂運移比之變化 4-1-4 防砂壩附設副壩時全區泥砂運移比之變化 4-1-5 防砂壩附設消能設施時全區泥砂運移比之比較 4-2 強沖刷區泥砂運移比 4-2-1 防砂壩構建前後強沖刷區泥砂運移比之比較 4-2-2 防砂壩附設護坦時強沖刷區泥砂運移比之變化 4-2-3 防砂壩附設水墊時強沖刷區泥砂運移比之變化 4-2-4 防砂壩附設副壩時強沖刷區泥砂運移比之變化 4-2-5 防砂壩附設消能設施時強沖刷區泥砂運移比之比較 4-3 弱沖刷區泥砂運移比 4-3-1 防砂壩構建前後弱沖刷區泥砂運移比之比較 4-3-2 防砂壩附設護坦時弱沖刷區泥砂運移比之變化 4-3-3 防砂壩附設水墊時弱沖刷區泥砂運移比之變化 4-3-4 防砂壩附設副壩時弱沖刷區泥砂運移比之變化 4-3-5 防砂壩附設消能設施時弱沖刷區泥砂運移比之比較 4-4防砂壩附設消能設施時對下游河道之沖淤影響 第五章 結論與建議 5-1 結論 5-2 建議 第六章 參考文獻 附錄zh_TW
dc.language.isoen_USzh_TW
dc.publisher水土保持學系zh_TW
dc.subjectcheck damen_US
dc.subject防砂壩zh_TW
dc.subjectsediment-laden flowen_US
dc.subjectgravel sand transported ratioen_US
dc.subject含滓水流zh_TW
dc.subject泥砂運移比zh_TW
dc.title含滓水流對防砂壩下游河道沖淤之試驗研究zh_TW
dc.titleThe experimental Study on Scouring and Deposition in Dwonstream of Check Dam with Sediment-laden Flowen_US
dc.typeThesis and Dissertationzh_TW
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