| 研究生: |
吳朝暉 Wu, Chao-Hui |
|---|---|
| 論文名稱: |
雙層離岸堤工法之海岸防護效能分析-以林邊鄉海岸離岸堤為例 A study on Linbian coast protection efficiency of constructing double – layer detached breakwater |
| 指導教授: |
呂珍謀
Leu, 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碩士在職專班 Department of Hydraulic & Ocean Engineering (on the job class) |
| 論文出版年: | 2020 |
| 畢業學年度: | 109 |
| 語文別: | 中文 |
| 論文頁數: | 65 |
| 中文關鍵詞: | 雙層離岸堤 、海岸防護 、海岸侵淤 |
| 外文關鍵詞: | Double-layer detached breakwater, Coast Protection, Coast Siltation and Erosion |
| 相關次數: | 點閱:77 下載:2 |
| 分享至: |
| 查詢本校圖書館目錄 查詢臺灣博碩士論文知識加值系統 勘誤回報 |
近年來氣候變遷事件頻傳,極端氣候發生頻率有增加的趨勢,例如溫室效應造成海平面上升或極端水文事件逐漸成為常態,而本次研究範圍屏東縣林邊鄉崎峰及水利村海岸及離岸堤群防護效能比較,彙整相關學理文獻,評估雙層離岸堤工法之防護效能,並以現況分析與相似試驗結論對照,並與同一區域水域之離岸堤補強工法分析比較,並作為爾後既有離岸堤群沉陷導致消能功能降低,或是極端氣候造成海平面上升,需加強海岸防護得以參考之工法手段。
本研究以民國104年地形分佈圖及民國109年空拍圖,並選定屏東縣林邊鄉崎峰及水利村海岸為研究地點,對照既有單層離岸堤及後續離岸堤加厚加寬之補強工法,評估施工效益以作為結論,本研究區域之雙層離岸堤平均淤砂面積為單層離岸堤平均淤砂面積的1.78倍,又雙層離岸堤平均淤砂面積約為單層離岸堤平均淤砂面積的1.25倍,雙層離岸堤工法產生之砂舌阻攔林邊溪出海口向北之沿岸漂砂補助,進而造成砂源補注不足產生侵蝕現象,提供未來面對既有離岸堤群功能降低時,規劃加強海岸防護策略之參考。
In recent years, climate change increases the frequency of extreme weather events. For example, sea level rising or extreme hydrological events due to greenhouse effect gradually become normalcy. Hence, for evaluating the efficiency of double-layer detached breakwater, this study compares the efficiencies of detached breakwaters at Linbian coast of Kifeng and Shui-li Village, Pintung County. Also, related literature is reviewed to compare current situation with experiment results on similar condition. In addition, the comparison between current situation and reinforced breakwater are made for investigating the methods of handling breakwater depression or sea level rise.
With topography and bathymetry maps of 2015 and air photographs of 2020, this study investigated the efficiencies of single-layer detached breakwaters and following detached breakwaters thickness and height reinforcement at Linbian coast of Kifeng and Shui-li Village, Pintung County. In conclusion, the sedimentation area of double-layer detached breakwaters is 1.78 times larger than that of single-layer detached breakwaters. The sedimentation area of double-layer detached breakwaters is 1.25 times larger than that of reinforced detached breakwaters. However, double-layer detached breakwaters hinder northward sediment transport from Linbian Stream. As a result, northern coast is eroded.
1. Hanson,H.”A Generalized shoreline changes numerical model” Journal of Coastal Research Vol.5,No.1,pp.1-27(1989).
2. Hsu,J.R.C.,and R. Silvester,”Accretion behind Single Offshore Breakwater,” Journal of Waterway,Ports,Coastal and Ocean Engineerring,Vol.116,No3, pp362-379(1990).
3. McCormick,M.E.,”Equilibrium Shoreline Responseto Breakwater,”Journal of waterway,Ports,Coastal,and Ocean EnginerrringVol.119,No.6,pp.657 -670.
4.Ming D.and Y.M Chiew(2000)”Shoreline changes behind detached breakwater,”Journal of Waterway Port Coastaland Ocean Engineering, ASCE,Vol.126,No.2,pp.63-70.
5.Perlin,M.”Predicting Beach planforms in the lee of breakwater,”Proc. Coastal Structures,ASCE,Vol.2,pp.792-808(1979).
6.Pope ‘J. and J.L.Dean ,”Development of design criteriafor segmented breakwaters ,”Proc.of20th ICCE.pp.2144-2158,1986.
7.Rosen,D.S.,and M. Vajda(1982)”Sedimenttological influence of detached breakwaters”Proceedinds of the 18th International Conference on Coastal Engineeering ,ASCE,NO.3.1930-1949.
8. Saiji,M.,Uda,T.,and Tanakc ,S.,(1987)”Statistical study on the effect and stability of detached breakwaters”Coastal Eng.IN Japan 30(1).
9.Shinohara,K.,T.,and Tsubaki(1996)”Model study on the chande of shoreline of sandy beach by the offshore breakwater”Proceedings of the 10th International Conference on Coastal Engineering ASCE,pp.551-563.
10.Uda , T. ,A. Omata and Y.Yokoyama(1988)”ON the formation of artificial headland beach using detached breakwater ,”Proceedings 35th Japanese Conf. Coastal Engineener.26-30.(In Japanese)
11.交通部運輸研究所,2005.03,「海洋保護及結構物配置 (4/4)」。
12.吳筱芸,2017.06,成功大學論文「離岸堤設之因數之參數分析研究-以屏東海岸段為例」。
13.凃盛文、邱乾忠,1998,「多層透水堤消波特性之試驗研究」,第20 屆海洋工程研討會論文集,233 頁-240 頁。
14.凃盛文、許文鴻、劉正琪,1999,「多目標離岸潛堤之研究」,第21屆海洋工程研討會論文集,183 頁∼190 頁。
15.凃盛文、藍聰義,2004,「海堤覆面結構物之物理特性對波浪溯升之影響」,
第廿六屆海洋工程研討會論文集。
16.郭金棟、陳文俊、陳國書,1999,「雙列潛堤對海灘防治效益之研究」,第21 屆海洋工程研討會論文集,307 頁-313 頁。
17.郭金棟,2004,「海岸防護」,科技圖書股份有限公司。
18.陳文俊、郭金棟、謝文凱,1995,「離岸堤後堆砂效益之研究」,第17 屆海洋工程研討會論文集,第1311-1326頁。
19.許泰文、蔡立宏、溫志中、陳昇宏,2000,「波浪通過斜坡底床上系列潛堤之布拉格反射研究」,第22 屆海洋工程研討會論文集,303 頁-309頁。
20.許泰文、郭一羽、張憲國等人,2004,「海岸保護及親水性結構物最適化配置研究」,交通部運輸研究所,第1-1 頁。
21.張哲彰、沈建全,2005.12,「透水潛堤群不同平面配置消波效應之水工試驗」,第27屆海洋工程研討會論文集。
22.經濟部水利署水利規劃試驗所,2010.04,「海岸防護及環境復育規畫參考手冊」。
23.經濟部水利署第七河川局,2014.12,「屏東縣塭豐海岸離岸堤群改善研究」。
24.蕭松山、方惠民、張君名、劉奕宏,2004,「多孔隙結構物之消波特性探討」,第26 屆海洋工程研討會論文集,425 頁-432 頁。