| 研究生: |
洪志聖 Hung, Chih-Sheng |
|---|---|
| 論文名稱: |
雙春海岸侵蝕防護對策之研究 The Study of Protection Program for Erosion at Shuang-Chun Coast |
| 指導教授: |
許泰文
Hsu, Tai-Wen 李兆芳 Lee, Jaw-Fang |
| 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: | 2004 |
| 畢業學年度: | 92 |
| 語文別: | 中文 |
| 論文頁數: | 98 |
| 中文關鍵詞: | 離岸潛堤 、緩坡方程式 、海岸侵蝕 |
| 外文關鍵詞: | offshore submerge breakwater, mild-slope equation, coastal erosion |
| 相關次數: | 點閱:69 下載:8 |
| 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 |
本文首先由前人研究本地區海岸變遷之文獻資料,並蒐集各學術研究單位對本地區附近有關氣象、海象、地象等基本資料,來探討造成雙春海岸線侵蝕變化之原因,並利用成大水工所研擬以三座離岸潛堤,並配合打樁編籬,抽砂養灘之工法,做雙春海岸之侵蝕防治工法。
為了解此工法施工後對本地區之海岸之變遷影響,本文即以數值方法分析興建離岸潛堤興建前後,波流場之變化。由波、流場圖可發現,建堤後無論波場或流場,波高及流速均顯著降低,所以離岸潛堤之興建,基本上還是有達到消減波浪能量之功能,避免海岸繼續侵蝕。惟海岸結構物之興建對上下游之海岸穩定均會發生影響,所以該工程施工後後續觀測工作,必須繼續進行。
This study explores the major factors leading to coastal erosion at Shuang-Chun coast in Tainan County, and it has collected previous researches on coastal changes as well as the field data of wave climate reported by related units in this region for reference. The protection program for erosion includes installation of three offshore submerge breakwaters, piling, fencing, beach nourishment suggested by Tainan Hydraulics Laboratory, NCKU.
Numerical models are applied to analyze the changes of wave field and nearshore current field after the construction of offshore submerge breakwater, so the effect of the program can be evaluated. Results reveal the obvious decrease in wave field, nearshore current field after the construction. Therefore, the mitigation of beach erosion can be achieved due to the protection. As the instability of upstream and downstream beach will be caused by coastal structure’s intervention, successive survey should be followed in the future.
1.張瑞津(1998),台灣西南部嘉南平原的海岸變遷研究,師大地理研究報告第二十八期,民國87年5月。
2.陳翰霖(1999),十七世紀以來台灣西南部潟洲海岸變遷研究,慈濟技術學院學報 民國88年第一期 231~252。
3.曾信勝(1997),嘉南一帶近海海底地形之研究,地質17卷1-2期107~124.
4.許泰文等,「建立波潮流與海岸變遷模式(1/6)」,經濟部水資源局計畫編號MODA/WRB/ST-8900020V1 (2000)。
5.水利署水利規劃試驗所,「海岸水文氣象年報 (89年度)」 (2001)。
6.水利署水利規劃試驗所,「海岸開發對地區之影響調查研究報告」 (2001)。
7.郭金棟等,「海岸工法之新技術研發(2/4)」,經濟部水資源局,計畫編號MODA/WRB/ST-900003V2 (2001)。
8.許泰文等,「建立波潮流與海岸變遷模式 (II)」,經濟部水資局計畫編號:MOEA/WRB/ST-900002V2 (2001)。
9.簡仲和、吳宏輝、郭晉安、蔡宗利、陳嘉君,「台南七股段防風林地侵蝕防護工法探討 (1/2)」期中報告,成功大學水利及海洋工程研究所 (2001)。
10.許泰文等,「建立波潮流與海岸變遷模式(3/4)」,經濟部水資源局,計畫編號MODA/WRB/ST-910002V3 (2002)。
11.水利署水利規劃試驗所,「海岸開發對地區之影響調查研究報告(2/5)」(2002)。
12.中國土木水利工程學會,428頁 「海岸新工法-人工岬灣與養灘綜合工法」。海下技術月刊,第十三卷第二期,35-48頁 (2003)。
13.簡仲和、黃建維、吳宏輝、郭晉安、蔡宗利、陳嘉君等,「台南七股段防風林地侵蝕防護工法探討 (2/2)」期中報告,成功大學水利 及海洋工程研究所 (2002)。
14.簡仲和、黃建維、吳宏輝、郭晉安、蔡宗利、陳嘉君,「嘉義鰲鼓至曾文溪口潮波流及輸砂調查研究 (1/4)」,財團法人成大水利海洋研究發展文教基金會 (2002a)。
15.簡仲和、黃建維、吳宏輝、郭晉安、蔡宗利、陳嘉君,「嘉義鰲鼓至曾文溪口潮波流及輸砂調查研究 (2/4)」,財團法人成大水利海洋研究發展文教基金會 (2002b)。
16.許泰文、張憲國,「永續的鑽石海岸-臺灣海岸災害防救與永續利用規劃」,經濟部水資源局 (2002)。
17.許泰文,「近岸水動力學」,中國土木水利工程學會,428頁 (2003)。
18.許榮中,「人工岬灣與養灘綜合工法」,海岸新工法與海洋再生研討會論文集,第86 – 112頁 (2002)。
19.黃煌煇等(2003),「海灘侵蝕防治新科技研發(3/4)計畫」,經濟部水利署。
20.黃煌煇等(2004),「海灘侵蝕防治新科技研發(4/4)計畫」,經濟部水利署。
21.許泰文等(2003),「海岸開發後對地形變遷影響機制分析研究」(鰲鼓至曾文溪口)(1/3)。
22.Bowan, A.J., “Simple Models of Nearshore Sedimentation: Reach Profiles and Longshore Bars,” S.B. Mccann(Editor), The Coastline of Canada. Geol. Surv. Can. Pap., 80-10, pp. 1-11 (1980).
23.Coastal Engineering Research Center, Coastal Engineering Manual Online. U.S. Army, Corps of Engineers, Coastal Engineering Research Center. Part III pp. 2-54~56 and Part V-3-35~43 (2002).
24.Dally, W.R., R.G. Dean and R.A. Dalrymple, “Wave Height Variation Across Beaches of Arbitrary Profile,” Journal of Geophysical Research, Vol. 90 (C6), pp. 11917-11927 (1985).
25.Dean, R.G. and R.A. Dalrymple, Water Wave Mechanics for Engineers and Scientists, Prentice-Hall, Inc., Englewood Cliffs, New Jersey, pp. 262-271 (1984).
26.FEMA, Coastal Flooding Hurricane Storm Surge Model, Vol. I & II, Federal Emergency Management Agency, Wash., D.C. (1985).
27.Fleming, G. A., Guide on the use of groynes in coastal engineering, CIRIA, Report 119 (1990).
28.Graham, H.E. and D.E. Nunn, “Meteorological Conditions Pertinent to Standard Project Hurricane,” Atlantic and Gulf Coasts of United States, National Hurricane Research Project, Report No. 3, U. S. Weather Service (1959).
29.Hallermeier, R.J., “A Profile Zonation for Seasonal Sand Beaches From Wave Climate, ” Coastal Engineering, Vol. 4, pp. 253-277 (1981).
30.Holland, G.J., “An Analytical Model of the Wind and Pressure Profiles in Hurricanes,” Monthly Weather Review, No. 108, pp. 1212-1218 (1980).
31.Horikawa, K., Nearshore Dynamics and Coastal Processes, University of Tokyo
Press (1988).
32.Hsu, J. R. C., R. Silvester and Y. M. Xia, “New Characteristics of Equilibrium Shaped Bays,” Proceedings of 18th Australian Conference on Coastal and Ocean Engineering, pp. 140-144 (1987).
33.Hsu, J.R.C. and C. Evans, “Parabolic bay shapes and applications,” Proc. Inst. Civil Engrs., Part 2, London: Thomas Telford , 87: 557-570. (1989).
34.Hsu, T.W. and C.C. Wen, “A Study of Using Parabolic Model to Describe Wave Breaking and Wide-angle wave incidence,” Journal of the Chinese Institute of Engineers, Vol. 23, No. 4, pp. 515-527 (2000).
35.Inman, D.L. and R.A. Bagnold, “Beach and Nearshore Processes, Part II,” Littoral processes, The Sea, Vol.3, Wiley-Interscience, New York, pp. 529-553 (1963).
36.Isobe, M., “A Parabolic Equation Model for Transformation of Irregular Waves Due to Refraction, Diffraction and Breaking,” Coastal Eng. in Japan, Vol. 30, pp. 33-47 (1987).
37.Klein, A.H.F., A. Vargas, A.L.A. Rabbe and J.R.C. Hsu, “Visual assessment of bayed beach stability using computer software,” Computers & Geosciences, 29: 1249-1257 (2003).
38.Larson, M., N.C. Kraus and M.B. Byrnes, “SBEACH: Numerical Model for Simulating Stoum-induced Beach Change, Rep. 2, Numerical Formulation and Model Tests,” Tech. Rep. CERC-89 -9, US Army Eng. Waterways Expt. Stn., Coastal Eng. Res. Center, Vicksburg (1990).
39.Li, B., “An Evolution Equation for Water Waves,” Coastal Engineering, Vol. 23, No. 3-4, pp. 227-242 (1994).
40.Longuet-Higgins, M.S. and R.W. Stewart, “Changes in the Form of Short Gravity Waves on Long Wave and Tidal Currents,” J. Fluid Mech., Vol. 8, pp. 563-583 (1960).
41.Maa, P.Y., T.W. Hsu and D.Y. Lee, “The RIDE Model: An Enchance Computer Program for Wave Transformation,” Ocean Engineering, Vol. 29, No. 11, pp. 1441-1458 (2002).
42.Moreno, L.J., and N.C. Kraus, “Equilibrium shape of headland-bay beaches for engineering design,” Proc. Coastal Sediments ’99, American Society of Civil Engineers, v. 1, pp. 860-875 (1999).
43.Myers, V.A., “Characteristics of United States Hurricanes Pertinent to Levee Design
for Lake Okechobeem,” FL. Hydromet. Rep. 32, 126p. [Govt. Printing Office, No. C30.70:32] (1954).
44.The spainish general of prots and coastal, “Coastal actions,” Inclinida en el Programa Editorial, Spain, 134p. (1988).
45.Tsai, C. P., H. B. Chen and J. R. C. Hsu, “Calculations of Wave Transformation Across the Surf Zone,” Ocean Engineering, Vol. 28, No. 8, pp. 941-955 (2001).
46.Willis, D.H., “Sediment Load Under Waves and Current,” Proceedings of 16th International Conference on Coastal Engineering, pp. 1626-1637 (1978).
47.Yamaguchi, M., S. Outsu and Y. Nishioka, “Numerical Simulation of Two-Dimensional Beach Change Induced by Time Varying Waves,” Proc. 28th Japanese Conf. on Coastal Eng., 290-294 (1981). (in Japanese)
48.Yasso, W.E. Plan geometry of headland bay beaches. J. Geology, 73: 702-714 (1965).
49.Nagayama, S., Study on the Change of Wave Height and Energy in the Surf Zone, B.Eng. thesis, Yokohama National University (1983).
50.Nishimura, H., “Numerical Simulation of Nearshore Circulations,” Proc. 29th Japanese Conf. On Coastal Eng., JSCE, pp. 333-337 (1982).
51.Nishimura, H., K. Maruyama and T. Sakurai, “On the Numerical Computation of Nearshore Circulations,” Coastal Engineering in Japan, Vol. 28, pp. 137-145 (1985).
52.Powell, M.D., “Evaluations of Diagnostic Marine Boundary Layer Models Applied to Hurricanes,” Monthly Weather Review, Vol. 108, pp. 758-766 (1980).
53.Rojanakamthorn, S., M. Isobe and A. Watanabe, “A Mathmatical Model of Wave Transformation over a Submerged Breakwater,” Coastal Engineering in Japan, Vol. 32, No. 2, pp. 209-234 (1989).
54.Shea, D.J. and W.M. Gray, “The Hurricane’s Inner Core Region, I: Symmetric and Asymmetric Structure,” J. Atmos. Sci., Vol. 30, pp. 1544-1564 (1973).
55.Silvester, R. and J.R.C. Hsu, Coastal Stabilization: Innovative Concepts. Englewood Cliffs, NJ: Prentice Hall, pp. 578 (1993).
56.Silvester, R. and J.R.C. Hsu, Coastal Stabilization. Singapore: World Scientific, pp. 578 (REPRINT of Silvester and Hsu, (1997).