Please use this identifier to cite or link to this item: http://hdl.handle.net/11455/16294
標題: SMC模式在花蓮新社海岸侵蝕防護之應用
Application of SMC to Coastal Defense at Xin Se Coast of Hualien
作者: 李哲維
Lee, Cho-Wei
關鍵字: SMC
數值模擬
Hsinshe
Coastal protection
新社
海岸防護
出版社: 土木工程學系所
引用: 1. 王永和,(2001)「利用有限元素法模擬波浪變形」,國立成功大學水利及海洋工程研究所碩士論文。 2. 交通部運輸研究所港灣技術研究中心,(2009)「2008年港灣海氣地象觀測資料年報-波浪部分」。 3. 交通部運輸研究所港灣技術研究中心,(2009)「2008年港灣海氣地象觀測資料年報-潮汐部分」。 4. 余孟娟、許榮中、朱志誠、陳建中、謝謂君及郭進慶、(2006)「西班牙全國通用海岸模擬系統SMC在台灣的應用」,第二十八屆海洋工程研討會論文集,pp. 557-562。 5. 林哲緯,(2006) ,「SMC模式於台灣海域之應用」,國立成功大學水利及海洋工程研究所碩士論文。 6. 許泰文,(2007)「颱風巨浪引起之海岸線變遷模式之開發及應用」研究成果報告。 7. 郭一羽主編,(2001)「海岸工程學」,文山書局,pp. 282-291。 8. 郭金棟,(1988)「海岸工程」,中國土木水利工程學會。 9. 經濟部水利署第九河川局,(2004)「南、北濱及化仁海岸環境及景觀改善規畫」。 10. 經濟部水利署第九河川局,(2006)「花蓮溪口附近海岸基本資料監測調查」。 11. 經濟部水利署水利規劃試驗所,(2008)「海岸環境營造計畫總檢討及改善策略研究」總報告。 12. 經濟部水利署第九河川局,(2009)「新社海岸侵蝕防護與環境營造整體規劃(3-1)」期末報告書。 13. 蔡金晏、許泰文、林哲緯及許榮中,(2006)「SMC模式於安平海域之應用」,第二十八屆海洋工程研討會論文集,pp. 241-246。 14. 謝信良、王時鼎、鄭明典、葉天降,(1998)「百年侵台颱風路徑圖集及其應用」,中央氣象局。 15. 謝祥生,(1998)「離岸堤背後灘線變化與堆沙效果之研究」,國立成功大學水利及海洋工程研究所碩士論文。 16. 中央氣象局網站Http://www.cwb.gov.tw。 17. 交通部港灣技術研究所http://www.ihmt.gov.tw。 18. Andre, L.A., Antonio, H. da, Klein, F., Gonzalez M. and Medina R., (2010) “MEPBAY and SMC: Software tools to support different operational levels of headland-bay beach in coastal engineering projects,” Coastal Engineering, Vol. 57(2), pp. 213-226. 19. Bailard, J.A., (1981) “An Energetics Total Load Sediment Transport Model for a PlaneSloping Beach,” J. Geophysical Research, No. C11, pp. 10938-10954. 20. Berkhoff, J.C.W., N.Booij and A.C. Radder, (1982) “Verification of Numerical Wave Propagation Models for Simple Harmonic Linear Water Wave,” Coastal Engineering, Vol. 6, pp. 255-279. 21. Dean, R. G.,(1977) “ Equilibrium Beach Profiles: U.S. Atlantic and gulf Coasts,” Department of Civil Engineering, Ocean Engineering Report No. 12, University of Delaware, Newark, DE 22. Dean, R. G.,(1987) “Coastal Sediment Processes: toward Engineering Solutions,” Proc. Coastal Sediments’87, ASCE, pp. 1-24. 23. Gonzalez, M. and Medina, R. (2001) “On the Application of Static Equilibrium Bay Formations to Natural and Man-made Beaches,” Coastal Engineering, Vol. 43(3-4), pp. 209-225. 24. Gonzalez, M., Medina, R. and Losada M., (2010) “On the design of beach nourishment projects using static equilibrium concepts: Application to the Spanish coast,” Coastal Engineering, Vol. 57(2), pp. 227-240. 25. Gonzalez, M. and Medina, R. (2005) “Coastal Modeling and Planning Experience in Spain,’ Keynote Speech, Proc. 27th Ocean Engineering Conference in Taiwan, pp.1-14 26. Gonzalez, M., Medina, R., Gonzalez-Ondina, J., Osorio, A., Mendez, F.J., Garcia, E., (2007). “An integrated coastal modeling system for analyzing beach processes and beach restoration projects, SMC” Computers & eosciences, No.33, pp.916-931. 27. Hsu, J.R.C. and Evans C., (1989). “Parabolic bay shapes and applications.” Proceedings, Inst. Civil Engrs., Part 2, London: Thomas Telford, No.87, pp. 557-570. 28. Hsu, J.R.C., Benedet, L., Klein, A.F., Raabe, A.L., Tsai, C.P. and Hsu, T.W., (2008). “Appreciation of Static Bay Beach Concept for Coastal Management and Protection.” Journal of Coastal Research, Vol. 24, No. 1, pp. 198-215. 29. Kirby, J.T. and R.A. Dalrymple, (1983). “A parabolic equation for the combinedrefraction-diffraction of Stokes waves by mildly varying topography.” Journal of Fluid Mechanics, 136, pp. 543-566. 30. Klein A.H.F., A. Vargas, A.L.A. Raabe and J.R.C. Hsu, (2003). “Visual assessment of bayed beach Stability with computer software.” Computers and Geosciences, pp. 1249-1257. 31. Krumbein, W.C. and W.R. James,(1965) “A lognormal size distribution model for estimating stability of beach fill material, “U.S. Army Corps of Engineering, Coastal Engineering Research Center, Technical Report No.16. 32. Larson, M. and Karus, N.C., (1989). “SBEACH: Numerical model for simulating storm-induced beach change; Report 1: Empirical foundation and model development,” Technical Report CERC-89-9, U.S. Army Engineer Waterways Experiment Station, Coastal Engineering Research Center, Vicksburg, MS, U.S.A. 33. Longuet-Higgins, M. S. and Stewart, R. W., (1962). “Radiation Stress and Mass Transportin Gravity Wave, with Application to‘Surf Beat’,” J. Fluid Mech., Vol. 3, No. 2, pp. 196-212. 34. Medina, R., Bernabeu, A. M., Vidal, C., Gonzalez, E. M., (2000) “Realationships Between Beach Morphodynamics and Equilibrium Profiles,” Proc. 27th Inter. Conf. on Coastal Engineering, ASCE, pp. 2589-2601. 35. Moore, B. D. (1982) “Beach Profile Evolution in Respnse to Changes in Water level and Wave Height,” M. S. thesis, University of Delaware, Dewark, USA. 36. “Shore Protection Manual, 4th Ed.”, Vol. 2, U.S. Army Corps of Engineers, Waterways Experiment Station, Washington, D.C. 37. Soulsby, R., (1997). “Dynamics of marine sands,” Thomas Telford Publications, London. 38. Watanabe, A. and K. Maruyama, (1986) “Numerical Modeling of Nearshore Wave Field under Combined Refraction, Diffraction and Breaking,” Coastal Engineering in Japan, Vol. 29, pp. 19-39.
摘要: 新社海岸位於花蓮縣豐濱鄉,由於受到多次颱風侵蝕,因此目前已有海岸防護工程正在規劃設計當中。本研究則以西班牙Cantabria University研發出的海岸變遷模擬軟體SMC(Sistema de Modelado Costero)進行探討評估在花蓮新社海岸之海岸防護設施可行性。 首先以季風及颱風之波浪條件進行波場、流場以及海岸地形變遷之模擬,其模擬結果以現地地形之測量驗證,具有良好的結果。而後,使用SMC設定岬頭控制點人工灣岸之相關模組,建立離岸堤及人工養灘供後續模擬驗證。根據上述模組設計之平衡海灘灣岸及海灘平衡剖面之新的地形檔為起始地形,再以SMC-Mopla模擬近岸之波、流場分佈,其模擬結果經由初步之試驗驗證比較相符。 由本研究結果得知,使用具有人工岬頭灣岸設計之防護工程於新社海岸上施作,為一可行的海岸防護方法。
The beach erosion of Hsin-she Coast, where located at the north shore in Fenbin Township of Hualien County, has been observed owing to the attack of several typhoons. Thus, a beach restoration project is currently under way. In this thesis, we attempt to investigate a feasible countermeasure for against the beach erosion by using Coastal Modeling System (SMC) which was developed by Cantabria University in Spain. First, the wave field, wave-induced nearshore currents and sediment transport for the current bathymetry were simulated for both the seasonal and typhoon wave conditions. The simulated results were verified well with the field investigations. Then, using SMC, a headland-bay beach was performed by a detached breakwater with nourishment. Based on the new bathymetry from simultaneous equilibrium in planform and beach profile performed from SMC, the numerical calculations using SMC on waves and nearshore currents were achieved. The designed new shoreline was compared well with the experimental investigation. Based on the results of this study, the headland-bay beach is a feasible option for the Hsin-she Coast.
URI: http://hdl.handle.net/11455/16294
其他識別: U0005-2308201012092800
文章連結: http://www.airitilibrary.com/Publication/alDetailedMesh1?DocID=U0005-2308201012092800
Appears in Collections:土木工程學系所

文件中的檔案:

取得全文請前往華藝線上圖書館



Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.