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研究生: 鮑俊宏
Pao, Chun-Hung
論文名稱: 河口水動力及泥沙運移之數值模擬研究-以曾文溪為例
A Numerical Investigation of Hydrodynamics and Sediment Transport in River Mouths: A case study of the Zengwen River, Taiwan
指導教授: 陳佳琳
Chen, Jia-Lin
學位類別: 博士
Doctor
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: 2023
畢業學年度: 111
語文別: 中文
論文頁數: 130
中文關鍵詞: 河口至內陸棚泥沙傳輸曾文溪異重流ROMS
外文關鍵詞: from river mouth to inner continental shelf, sediment transport, Zengwen River, gravity flow, ROMS
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  • 台灣多數河川於颱洪期間輸出大量的沉積物,對於近岸或是鄰近海域的地形變遷有著重大影響,然受限於現場觀測的種種困難如儀器容易遺失、空間點位不足等影響,對於河口複雜的近岸水動力交互作用與供應沿岸漂沙之運移過程仍待解析,加上海底管線部份區域懸空成因未明,因此本研究透過模式分離或結合曾文溪出海口波浪、潮汐以及洪水入流之相關營力,將極其複雜的近岸交互作用分項探討。本研究使用ROMS數值模式模擬曾文溪口近岸水動力,其結果與河口觀測資料具良好一致性。模式結果顯示,單純潮汐作用時,僅於河口主深槽處產生一較大流速,且退潮流速大於漲潮,因此主深槽處餘流方向為離岸。再者,曾文溪口有兩處符合自加速異重流的地點(底床坡度>0.005),分別為曾文溪舊河道,以及曾文水道。僅考慮極端流量作用時,河口表層產生類似射流的現象,曾文水道由於正對河口的直線方向,將產生異重流且作用時間長,而舊河道因缺乏潮汐的對流作用,未產生異重流。若考慮極端流量與潮汐交互作用下,河口並不會發生射流現象,漲潮時刻北向的潮流將高濃度的懸浮沉積物濃度攜往舊河道區域,有助於運移泥沙至曾文溪舊河道,進而產生異重流。當考慮波浪、極端流量與潮汐,三者交互作用下,西南向波浪造成的沿岸流,抑制懸浮沉積物濃度西向傳輸,造成異重流發生時程縮短且次數變少。模擬過程另顯示舊河道於極端流量與潮汐交互作用時,先後發生2次異重流事件,終將水深100公尺處之舊河道終點刷深超過1公尺,若異重流造成底床侵蝕致使海底管線懸空,則應優先加強裸露兩端抗彎強度以及管線底床抗沖蝕等保護。

    The main objectives of this study are to utilize numerical model ROMS to conduct qualitative research on sediment transport from the Zengwen River mouth to the inner continental shelf under base flow and extreme flood conditions. The simulated water levels and flow velocities agree well with field observations. The complex nearshore interactions are examined using scenario simulations and considering the wave, tide, and extreme flood forces at the Zengwen River mouth. The modeling results reveal that in the only tidal force scenario, a relatively high flow velocity has appeared only in the main channel of the river mouth, where the velocity of the ebb tide is more significant than the flood tide, resulting in a net offshore residual flow. Additionally, there are two locations near the Zengwen River mouth where gravity flow is more likely to generate due to self-acceleration: the old river channel and the Zengwen waterway. When considering only extreme flood conditions, the river mouth exhibits jet-like flow characteristics, particularly in the Zengwen waterway, which experiences prolonged gravity flow due to its alignment with the main river channel. Conversely, lacking tidal advection therefore gravity flow does not generate in the old river channel. Under the interaction of extreme flood and tide, jet-like flow does not appear in the river mouth. During flood tide, northward tidal currents transport high suspended sediment concentration(SSC) to the old river channel, promoting sediment transport towards the old river channel and generating gravity flow. However, the Typhoon-induced southwest-directed waves causes wave-induced currents that constrain the westward transport of SSC, reducing the occurrence and duration of gravity flow. Eventually, model results indicate that gravity flow events in the old river channel lead to substantial erosion, where the seabed at a depth of 100 meters is eroded by over 1 meter.

    摘要 I Extend abstract II 誌謝 VII 目錄 VIII 表目錄 XI 圖目錄 XII 符號與縮寫列表 XVI 第1章 緒論 1 1.1 前言 1 1.2 文獻回顧 1 1.2.1 山溪型小河的特徵 1 1.2.2 河口地形形塑機制 3 1.2.3 河口與近岸水動力 5 1.2.4 河口異重流的觸發條件 8 1.3 研究目的與動機 10 1.4 研究內容概述與研究限制 11 1.5 本文組織架構 11 第2章 研究區域 13 2.1 研究區域概況 13 2.2 研究區域河道基本資料 14 2.2.1 流域地文 14 2.2.2 地形地勢 15 2.2.3 河道沉積物粒徑 16 2.2.4 降雨日數與雨量 17 2.2.5 河川流量 18 2.2.6 計畫洪峰流量 19 2.2.7 水庫防減淤操作 20 2.3 研究區域海域基本資料 21 2.3.1 潮位 22 2.3.2 波浪 23 2.3.3 海流 25 2.3.4 河口海岸地形 26 2.3.5 河口海域地形 28 2.4 研究區域觀測資料 30 2.4.1 冬季觀測期間概況 32 2.4.2 夏季觀測期間概況 32 2.4.3 河川入流資料 33 2.4.4 潮位觀測資料 34 2.4.5 波浪觀測資料 35 2.4.6 流場觀測資料 36 第3章 數值模式方法與率定 39 3.1 ROMS 模式說明 40 3.1.1 ROMS控制方程式 42 3.1.2 ROMS紊流閉合模式 43 3.1.3 ROMS泥沙輸運模式 43 3.1.4 ROMS座標系統 44 3.2 SWAN方程式 46 3.3 數值模型建立 47 3.3.1 網格建置 47 3.3.2 潮汐邊界設定 50 3.3.3 河川入流邊界設定 51 3.3.4 泥沙粒徑參數設定 55 3.3.5 模式模擬時間設定 56 3.4 數值模式率定 58 3.4.1 ROMS冬季水位率定 60 3.4.2 ROMS夏季水位率定 62 3.4.3 ROMS冬季流速率定 64 3.4.4 ROMS冬季流速轉向率定 68 3.4.5 ROMS夏季流速率定 72 3.4.6 ROMS夏季流速轉向率定 78 第4章 曾文溪口近岸水動力綜合影響評估 84 4.1 波浪與潮汐交互作用 84 4.2 波流交互作用之泥沙運移 88 4.3 單純潮汐作用之流場 89 4.4 潮汐與洪水作用之流場 90 4.5 粒徑組成對異重流的影響 97 4.6 河口異重流自加速過程 102 4.7 單純極端洪水作用之流場 110 4.8 異重流判定指標 114 4.9 地形刷深與分布載重 118 第5章 結論與未來研究方向 120 5.1 結論 120 5.1.1 異重流自加速區域 120 5.1.2 單純潮汐作用 120 5.1.3 波浪與潮汐交互作用 121 5.1.4 單純極端流量作用 121 5.1.5 極端流量與潮汐交互作用 121 5.1.6 波浪、極端流量與潮汐交互作用 122 5.1.7 粒徑組成對異重流的影響 122 5.1.8 石化管線懸空與受力 122 5.2 未來研究方向 122 5.2.1 現場觀測資料 123 5.2.2 數值模式限制 123 參考文獻 125

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