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研究生: 劉欣昀
Liu, Hsin-Yun
論文名稱: 不同水文歷線影響水下辮狀河道演化之研究:實驗及數值模擬
Evolution of Submarine Braided Channels In Response to Different Hydrograph : Experiments and Numerical Model
指導教授: 賴悅仁
Lai, Yueh-Jen
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: 2022
畢業學年度: 110
語文別: 中文
論文頁數: 133
中文關鍵詞: 水下辮狀河道異重流水文歷線動態河道辮狀指數二維水理模式
外文關鍵詞: Submarine braided channel, Density currents, Hydrograph, iRIC
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  • 水下辮狀河道是受到突發和多變的濁流事件趨動而形成的水下河道。本研究利用小尺度物理實驗模型,透過飽和鹽水模擬深海濁流,以探討水下辮狀河道受到不同的水文歷線影響下之形貌演化。實驗結果顯示,水下辮狀河道之形貌會隨著流量變化而改變,在設計水文歷線下之形貌變化包含:(1)當流量漸增時,異重流匯聚並下切形成較深之河道,發展由單一主河道控制且河幅寬廣之形貌特徵;(2)當流量漸減時,異重流從主河道開始切割並向外擴張,發展出由多條河道與沙洲交織而成的水下辮狀河道;(3)當流量維持穩定時,水下辮狀形貌對應流量發展出穩定之形貌趨勢。此外,當流量漸增時,動態河道辮狀指數(active braiding intensity, BIA)會下降;當流量漸減時,動態河道辮狀指數則會上升;當水文歷線保持穩定流量時,動態河道辮狀指數會以臨界時間(critical time, Tc)為界,分成兩個階段:(1)河道發展上升段,動態河道辮狀指數會隨時間持續上升;(2)穩定發展段,動態河道辮狀指數則為趨於穩定。最後,本研究透過二維水理模式(iRIC),以實驗之地形資料為起始地形,並給定實驗中率定之流量參數進行動床數值模擬。透過敏感度分析可以率定出各項參數,並將模擬結果與實驗結果比較。雖然初步的模擬成果無法與實驗結果完全相符,但是可以藉由無因次參數探討模式與實驗結果之關聯性,分析之成果皆有助於推展水下辮狀河道之形貌動力學。

    The development of submarine braided channels is affected by sudden and variable turbidity events. In this study, we used a small-scale physical model to explore the effects of different hydrographs on the submarine braided channels, and conducted experiments with three different hydrographs and constant flow to be control group. According to different flow settings, divided into simple hydrograph, semi-simple hydrograph, and compound hydrograph.

    From the experiments results, we found that no matter what type of the hydrographs, the inflow will dominate the morphology development of the submarine braided channels. With the inflow increase, a single channel morphology will be formed, and the morphology of the submarine braided channels is less active; when the inflow decreases, the density currents will cut and incise to expends outward, developing a complex braided channel network; under the constant flow rate, the morphology of the submarine braided channel will be divided into two phases, increasing phase and stability phase, separately.

    In addition, we simulated the evolution process of the submarine braided channel through a two-dimensional hydraulic model (iRIC). We calibrated the sensitivity analysis, and compared the experimental results with the simulations. Although the results of simulation cannot fully present the actual current distribution of flow, we can used dimensionless stream power or active braiding intensity (BIA) to discussed the trends of submarine braided channels with simulated and experimental results. These analysis results are helpful to promote the research on the morphodynamics of the submarine braided channels.

    摘要 I 致謝 XII 目錄 XIII 表目錄 XVII 圖目錄 XVIII 第一章 緒論 1 第二章 實驗配置 9 2-1 水下辮狀之實驗水槽配置 9 (i) 實驗水槽基本尺寸 10 (ii) 實驗觀察區段 12 (iii) 砂水供應系統 13 (iv) 環境光源配置 15 (v) 沉砂排水區域 15 (vi) 測量系統 16 2-2 實驗砂材選擇 20 2-3 實驗組數之參數設定 21 2-4 實驗流程 25 2-5 問題與解決 26 (i) 渠槽邊壁效應 26 (ii) 水質渾濁 27 (iii) 入流口積砂 27 (iv) 鋪砂時未充分壓實 28 第三章 數位影像處理 29 3-1座標轉換理論 29 3-2影像分析之步驟 31 3-2-1 影像校正 31 3-2-2 影像處理 33 (i) 影片轉檔 33 (ii) 雷射切頁影像處理 34 (iii) 雷射切頁分析 36 3-3數值高程模型建置 38 第四章 實驗結果 40 4-1 地形分析結果 40 4-1-1 數值高程模型 40 4-1-2 光源陰影圖(Hillshade map) 43 4-1-3正射影像圖(Orthophoto) 50 (i) 系列V-變動流量下之水下辮狀河道演化 50 (ii) 系列C-固定流量下水下辮狀河道形貌演化 55 4-1-4 數值高程差異圖 59 (i) 各階段地形和初始地形之高程差異圖 59 (ii) 各階段地形相減之高程差異圖 66 4-2 河道形貌特徵分析結果 73 4-2-1 穩定性理論分析水下辮狀河道 73 4-2-2 動態河道自動化分析 76 (i) 辮狀強度指數介紹 77 (ii) 自動化分析步驟 78 (iii) 自動化分析結果 80 (iv) 辮狀強度指數之相關討論 84 (v) 主河道變化歷程 86 第五章 二維模式(NAYS2DH)理論及方法 88 5-1模式背景及理論 88 5-1-1模式背景 88 5-1-2 模式理論 89 (i) 水理模式 90 (ii) 有限差分數值方法 91 (iii) 紊流模組 91 (iv) 底床摩擦計算 92 (v) 輸砂公式 93 (vi) 河岸侵蝕計算 95 5-1-3 模式特點 96 5-1-4 模式設定 97 (i) 操作流程 97 (ii) 匯入實驗地形資料 98 (iii) 模擬網格系統建置 98 (iv) 設定模擬範圍之曼寧粗糙係數 n 值及河床性質 100 (v) 邊界條件設定 101 5-2 敏感度分析 104 5-3 二維模式成果展示及討論 109 第六章 問題與討論 116 6-1水文歷線對於水下辮狀河道系統的影響 116 6-1-1水文歷線對於水下辮狀河道形貌特徵的影響 116 6-1-2水文歷線對於水下辮狀河道泥砂分布的影響 119 6-2二維水理模式結果與實驗結果是否有相同趨勢 124 第七章 結論與建議 127 7-1 結論 127 7-2 未來建議 128 參考文獻 130

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