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研究生: 林明鋒
Lin, Ming-Feng
論文名稱: 喇叭型進水口三維流場之模擬
Computation of 3-D Flow for Morning-Glory Intake
指導教授: 賴泉基
Lai, Chan-Ji
呂珍謀
Liu, Jan-Mou
學位類別: 碩士
Master
系所名稱: 工學院 - 水利及海洋工程學系
Department of Hydraulic & Ocean Engineering
論文出版年: 2006
畢業學年度: 94
語文別: 中文
論文頁數: 77
中文關鍵詞: 導流板排洪結構物喇叭型溢洪道溢洪道
外文關鍵詞: vortex, submerged flow, Morning-Glory spillway
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  • 喇叭型溢洪道為水庫排洪結構物的一種,一般而言設計流量主要為自由溢流的狀況。然而,受到溫室效應、氣象異常、流域逕流的改變等可能造成實際上的流量比設計排水量高,因此,為確保溢洪道是在安全的排水狀況下,瞭解各階段的流場狀況有其必要性。本研究使用泛用計算流體力學軟體模擬本研究室現有的喇叭型溢洪道壓克力模型,藉由軟體模擬瞭解浸沒與非浸沒及有無導流板之不同狀況下流場流動狀況。
    由模擬的結果可以得知,FLUENT可以模擬出浸沒與非浸沒之流場,在非浸沒的情況下,自由溢流之流場皆呈對稱性,在浸沒的情況下,無導流板之流場並不呈對稱,流場主要為一漩渦,而導流板會將渦度集中在周圍。模擬結果得知,在滿管流時,有導流板的情況下,不但能避免進水口漩渦的產生,也降低進入進水口之流速,導流板確實能降低渦流對進水口的影響。

    The Morning-Glory spillway is a kind of structure for flood expellent of the reservoir. In general, the free overflow is the main flow condition of the spillway. Consequently, the free flow over the spillway is well understood, but knowledge about submerged flow is generally relatively poor. However, the greenhouse effect cause unusual climate, and therefore change the basin runoff. So, may cause the spillway’s flow condition became submerged flow. In order to ensure the spillway is under the safe draining water condition, understanding various stage of the spillway is necessity. In this study we use commercial computation hydromechanics software to simulate the behavior of flow over a acrylic Morning-Glory spillway model in the laboratory. The results display flow over the spillway free overflow is better than submerged flow, and the antivortex board can reduce the vortex influence on spillway especially in submerged flow.

    中文摘要 I Abstract II 誌謝 III 目錄 IV 表目錄 VII 圖目錄 VIII 符號說明 XI 第一章 緒論 1 1-1 研究動機 1 1-2 前人研究 2 1-3 研究目的 5 1-4 本文架構 5 第二章 文獻回顧與模式驗證 7 2-1 豎井溢洪道 7 2-2 豎井溢洪道各階段之流量 8 (a) 自由溢流階段之流量方程 8 設有導流板之自由溢流階段流量方程 9 (b) 過渡階段之流量方程 10 (c) 滿管流階段之流量方程 10 2-3 實驗配置與坐標原點設置 12 2-4 二維模式驗證 13 2-5 實驗結果與驗證 13 第三章 數值模擬 24 3-1 數值模擬設定 24 3-2 三維穩態紊流流動數值模擬基本物理方程26 (a) 連續方程 26 (b) 動量方程 26 (c) 紊流動能k方程 27 (d) 紊流動能消散率ε方程 27 3-3 雷諾平均法則 28 3-4 雷諾應力模式化 29 (a) 紊流擴散之模式化 30 (b) 壓力應變項之模式化 31 (c) 紊流動能之模式化 32 (d) 消散率之模式化 33 3-5 FLUENT數值模擬設定流程圖 34 3-6 選擇通用多項流模式 35 3-7 容積比率方程 35 3-8 孔口邊界層網格 36 3-9 網格設計 37 3-10 邊界條件 41 3-11 自由液面邊界 41 3-12 近壁紊流流動處理 42 第四章 數值模擬結果 44 4-1 自由液面狀況 44 4-2 浸沒與非浸沒於z=0.005m之流場 45 4-3 浸沒與非浸沒於z=0.005m之渦度場46 4-4 浸沒狀態下不同水深之流場 47 4-5 不同狀態下之渦度場 49 第五章 結論與建議 69 5-1 結論 69 5-2 建議 70 5-3 軟體應用之建議 72 參考文獻 74

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