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論文名稱 Title |
波浪溯升之現場觀測與分析之研究 Field study of wave run-up |
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系所名稱 Department |
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畢業學年期 Year, semester |
語文別 Language |
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學位類別 Degree |
頁數 Number of pages |
80 |
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研究生 Author |
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指導教授 Advisor |
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召集委員 Convenor |
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口試委員 Advisory Committee |
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口試日期 Date of Exam |
2009-07-28 |
繳交日期 Date of Submission |
2009-07-29 |
關鍵字 Keywords |
經驗式、溯升、現場 run-up, field study |
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統計 Statistics |
本論文已被瀏覽 5867 次,被下載 21 次 The thesis/dissertation has been browsed 5867 times, has been downloaded 21 times. |
中文摘要 |
波浪溯升是評估颱風浪造成海岸結構物損毀、堤腳掏刷、越堤溢淹等災害的 重要指標,為設計海堤高度的主要依據。以往的研究多半在實驗室中進行,較少 有現場之實驗觀測,因此往往不能正確評估溯升高程。因此本研究希望藉由現場 觀測之資料,可以做為相關經驗式修正之依據,使得公式能符合當地之實際情況, 即能對海岸結構物的設計能有更好的參考。 本文主要研究颱風時期之溯升現象,因此於颱風前架設儀器,颱風後即回收 儀器,每次量測約2~3 天,量測的時間為2008 年7~10 月間之5 個颱風,包括卡 玫基颱風、鳳凰颱風、如麗颱風、哈格比颱風、薔蜜颱風,同步波浪溯升高程、 波高、水位與地形資料。 後灣海岸為一天然之岬灣,灣外有一200公尺之防波堤。海岸間雜珊瑚碎屑, 為沙灘綿延的景觀,由後灣漁港往南則為珊瑚礁地形,是恆春西海岸連續珊瑚礁 的北界。在灣內北側有約200 公尺長的沙灘,其組成為珊瑚碎屑的貝殼沙,粒徑 較一般海砂為粗。 現場觀測結果顯示,灣外溯升高程均大於灣內,且多次有越波的現象,顯示 後灣之天然岬灣及潛堤能使波高進一步的衰減,因此溯升高亦減小。 分析實測資料,發現外海波高不大時溯升波高比與1/(H0/L0)0.5 有較好的相關 性,此部分與往昔學者所得之結果相似。但波高較大時期相關性並不理想,與颱 風時期水位抬升量的估算及灣外波高條件的高估有關。 由實測平均水位及外海波高帶入相關之經驗式,並與實測值做比較,發現經 驗式只在波高較小的區間內與實測值較接近,當波高達一定程度時,經驗式之預 測值遠大於實測值。波浪溯升未能有一套有系統的理論,而經驗式是具有地域性 的差異,因此經驗式的使用有賴現場觀測之資料來探討各個參數的影響。 |
Abstract |
It is important to estimate the quantity of wave run-up and overtopping in seawall design. Previous study on the investigations of run-up is carried out mostly in the laboratories, it seldom perform in field measurements. About previous wave run-up equation can’t accurately estimate run-up elevation. According to run-up data, this study hope that it can make the formula to meet the actual local situation. It can have a better reference by designing coastal structures. This paper study wave run-up during five typhoons by Kalmaegi ,Fung-Wong,Nuri, Hagupit,and Jangmi. It measuring wave height , water level,and topography. These data show that the run-up elevation in bay higher than in breakwater. It shows that wave pass through a submerged breakwater can decay wave height. Analysis of measured data and found that when the wave height is about 1~4 meter with 1/(H0/L0)0.5 has a good correlation. It similar to some past researchers. Experience equations close to measured value when wave height smaller than 4 meter. When wave height more than 4 meter, the empirical prediction value is larger than measured value. Wave run-up doesn’t have good theory, and experience equations different about every field. The empirical equations depends on the scene to investigate the effects of various parameter. |
目次 Table of Contents |
中文摘要.......................................................................................... I Abstract .......................................................................................... II 目錄................................................................................................ III 圖表目錄........................................................................................ VI 符號說明........................................................................................ XI 第一章緒論 1-1 前言 ......................................................................................... 1 1-2 溯升簡介 ................................................................................. 1 1-3 文獻回顧 ................................................................................. 2 1-4 本文架構 ................................................................................. 7 第二章背景資料蒐集與分析......................................................... 8 2-1 背景資料 ................................................................................. 8 2-2 氣象資料 ................................................................................. 8 2-3 海象資料 ............................................................................... 10 2-3-1 波浪 ................................................................................... 10 2-3-2 潮汐 ................................................................................... 10 2-4 地象資料 ............................................................................... 13 2-4-1 海岸地質 ........................................................................... 13 2-4-2 海灘近況 ........................................................................... 13 2-4-3 地形特性 ........................................................................... 13 第三章波浪溯升觀測................................................................... 19 3-1 觀測方法 ............................................................................... 19 3-1-1 觀測區域 ........................................................................... 19 3-1-2 觀測設備及儀器 ............................................................... 20 3-1-3 觀測佈置 ........................................................................... 21 3-2 資料分析方法 ....................................................................... 23 3-2-1 波浪 ................................................................................... 23 3-2-2 潮汐 ................................................................................... 23 3-2-3 地形 ................................................................................... 24 3-2-4 溯升 ................................................................................... 25 3-2-5 平均水位變化 ................................................................... 25 3-3 觀測結果 ............................................................................... 27 3-3-1 卡玫基颱風期間 ............................................................... 27 3-3-2 鳳凰颱風期間 ................................................................... 30 3-3-3 如麗颱風期間 ................................................................... 34 3-3-4 哈格比颱風期間 ............................................................... 37 3-3-5 薔蜜颱風期間 ................................................................... 41 第四章溯升分析與討論............................................................... 46 4-1 溯升與相關參數之比較 ....................................................... 46 4-1-1 溯升相關因素討論 ........................................................... 46 4-1-2 溯升與1/(H0/L0)0.5 之關係 ........................................... 46 4-2 實測值與經驗式之比較 ....................................................... 48 4-2-1 基本參數 ........................................................................... 48 4-2-2 灣內斷面比較 ................................................................... 48 4-2-3 灣外斷面比較 ................................................................... 49 4-3 結果討論 ............................................................................... 49 第五章結論與建議....................................................................... 56 5-1 結論 ....................................................................................... 56 5-2 建議 ....................................................................................... 56 參考文獻.......................................................................................... i 附錄A .............................................................................................. v 附錄B ............................................................................................. vi 附錄C ............................................................................................ vii |
參考文獻 References |
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