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研究生: 洪思維
Hung, Sz-wei
論文名稱: 透水筐網圓柱距離底床不同高度之流場試驗研究
Experimental study on flow patterns around the porous cylinder for different height above the bottom
指導教授: 黃進坤
Huang, Chin-kun
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: 2008
畢業學年度: 96
語文別: 中文
論文頁數: 111
中文關鍵詞: 穩定低速區穿越流筐網圓柱表面空隙比
外文關鍵詞: Porous cylinder, Void proportion, Steady low-velocity area, Bleed flow
相關次數: 點閱:71下載:3
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  • 本文探討水流通過透水性筐網圓柱體,在離底床不同高度的流場特性。在平均來流速度(24.6 cm/sec)及平均水深(16 cm)之條件下,探討表面孔隙比及抬升高度,並使用三維下視型及二維側視型之聲波都普勒流速儀來量測流場之流速分佈。

    經由實驗結果與相關理論驗證得知,水流通過筐網圓柱體後,流速將因筐網圓柱體後方的遮蔽效應而降低。另外,流入結構物內部而抵達柱體後方之穿越流具有穩定流場的特性,故於筐網圓柱體後方會形成一流況穩定之低流速區域,稱為「穩定低速區」。

    This study uses the measurement of flow-field to analyze the characteristics of the fluid motion in the permeable porous cylinder at different height from the bottom , such as velocity distribution at centre section of cylinder . The relation between flow structure and physical parameters of porous cylinder at different height from the bottom , including void proportion and the heigh of uplift , is investigated .
    According to the experiment results and the confirmation of related researches, flow velocity decreases after running through the porous cylinder because of the shelter effect. The “bleed flow,” which goes through inner structure and reaches the backward of porous cylinder, has the function to steady flow-field, so there is a steady and low-velocity area behind the porous cylinder, called “steady low-velocity area .”
    On the same experimental condition (the averaged flow-velocity is 24.6 cm/sec, the averaged flow depth is 16 cm) , using of acoustic Doppler velocimeter to measure the fiow velocity distribution .

    目 錄 摘 要I AbstractII 誌 謝III 目 錄IV 表 目 錄VIII 照 片 目 錄XIV 圖 目 錄IX 符 號 說 明XV 第一章 緒 論1 1-1 研究背景與動機1 1-2 筐網圓柱簡介2 1-3 相關文獻4 1-3-1 圓柱流場之相關研究4 1-3-2 透水性圓柱之相關研究5 1-4 本文架構8 第二章 相關理論9 2-1 不透水圓柱體之特性9 2-2 筐網圓柱之透水結構特性10 2-2-1 延遲流體分離現象10 2-2-2 降低形狀阻力12 2-2-3 穩定流場13 2-3 筐網圓柱與不透水圓柱流場之差異15 2-3-1 二維不透水圓柱流場之平面分佈16 2-3-2 筐網圓柱流場之平面分佈16 2-3-3 三維不透水圓柱流場之垂向分佈19 2-3-4 筐網圓柱流場之垂向分佈20 2-4 筐網圓柱物理參數對流場之影響21 第三章 實驗設備及條件22 3-1 實驗設備22 3-1-1 實驗渠道22 3-1-2 筐網圓柱23 3-1-3 聲波都普勒流速儀24 3-1-4 錄影設備25 3-1-5 可移式台車25 3-2 實驗條件26 3-3 實驗組別27 3-3-1 直徑(D)選定27 3-3-2 表面空隙比(ε)選定28 3-3-3上游無擺設筐網之平均流速29 3-4 座標軸設定33 3-5 各無因次量化基準值34 3-6 實驗步驟35 3-7 數據分析項目37 第四章 實驗結果與討論38 4-1 表面空隙比之影響38 4-1-1 表面空隙比之綜合討論39 4-2中心主流向水深平均速度(U)之縱向變化52 4-3 抬升高度之影響55 4-3-1 受抬升高度影響之綜合討論55 4-4 中心主流向水深平均速度(U)之縱向變化67 4-5 流速與x/D、Z之關係70 4-5-1 在測點z>Z之流速最小值70 4-5-2 在測點z<Z之流速最大值72 4-6 流場之穩定分析73 4-7 與前人數據比較78 4-8 探討uz 之流速81 4-8 速度向量91 第五章 結論與建議101 5-1 結論101 5-2 建議102 參 考 文 獻103 附 錄 A108 A-1 圓柱流場之卡曼渦列 (Karman vortex trail)108 A-2 圓柱流場之馬蹄型渦流 (horseshoe vortex)109 A-3 圓柱流場之垂向渦流 (vertical vortex)110 自 述111

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