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完整後設資料紀錄
DC 欄位 | 值 | 語言 |
---|---|---|
dc.contributor.advisor | 梁乃匡 | |
dc.contributor.author | Jiunn-Jye Lin | en |
dc.contributor.author | 林俊傑 | zh_TW |
dc.date.accessioned | 2021-06-15T02:22:44Z | - |
dc.date.available | 2009-08-20 | |
dc.date.copyright | 2009-08-20 | |
dc.date.issued | 2009 | |
dc.date.submitted | 2009-08-18 | |
dc.identifier.citation | 1.Bretschneider,C.L. (1952),“The generation and deacy of wind waves in deep water”Transaction American Geogphysical Union,Vol.33,pp.202-237.
2.Bretschneider,C.L. and E.E. Tamage (1976), “Hurricane Wind and Wave Forecasting Techniques”,Proceedings of 15th Coastal Engineering Conference,Vol. 1,pp.202-237. 3.Graham,H.E. and D.E.Nunn(1959) , “ Meteorological Conditions Coasts of UnitedStates”,National Hurricane Research Project,Report No.33,U.S.Weather Service 4.Hasselmann,K,Barentt T.P,Bouwes E.,Carlson H.,Cartwright D.E.,Enke K.,Ewing J.A.,Gienapp H.,Hasselmann D.E.,Krusemanp.,Meerburg A., Muller P.,Olbers D.J.,Richter K.,Sell W. and Walden H.(1973), “Measuerments of wind-wave growth and swell deacy during the Joint North Sea Wave Project (JONSWAP)”,Dtsch.Hydrogr.Z,Suppl.12,A8. 5.Helmholtz,H.V (1888),“Uber atmospharische bewegungen”, S. Bar. Preuss. Akad. Wiss, Berlin , Mathem-Physik, kl. 6.Holland,G.J, “An analytical model of the wind and pressure profies in hutticanes”,Monthly Weather Review,No.108,pp.1212-1218. 7.Jefferys,H, (1924), “On the formaion of water waves by wind” ,Proceedings of Royal Society of London Serier A,Vol.107, pp.189-206. 8.Liang,N.K (1990), “A sudy on Typhoon Swell Height Predition ”,Acta Oceanorpraphica Taiwanica,Vol.25,77-86. 9. Liang, N.K. (2003) The typhoon swell Doppler effect, Ocean Engineering 30 (2003) 1107-1115. 10.Miles,J.W,(1957), “On the generation of surface waves by shear flow”, Journal of Fluid Mechanics,Vol.3,pp.185-204. 11.Miles,J.W,(1960), “On the generation of surface waves by turbulent shear flow”, Journal of Fluid Mechanics,Vol.7,pp.469-478. 12.Philips,O.M, (1957), “On the generaion of waves by turbulent wind”, Journal of Fluid Mechanics,Vol.2,pp.417-445. 13.Pierson,W.J., Neumann G. And James R.W.(1955), “Practical method for ovserving and forecasting ocean waves by means of wave spectra and statistics”,U.S. Department of the Navy Hydrographic Office Bulldtin,No.603,pp.284. 14.Rodolfo,Georges,Paulo,Gustavo,Gabriel (2002), “Oceanographic Vulnerability to Hurricanes on the Mexican Coast”,Proceedings of 28th Coastal Engineering Conference.Vol. 1,pp.39-51. 15.Sverdrup,H.U.and Munk W.H.(1947), ”Wind,Sea and swell,Theory of relaiton for forecasting”,U.S.Department of Navy Hydrographic Office,Washington, D.C., Publication No.604,p.44. 16.U.S. Army Coastal Engineering Research Center(2001),”Shore Protection Manual”,Vol.1,pp.3-52~3-69 17.Wang,G.C.Y(1978) “Sea-level pressure profile and gusts within a typhoon circulation”,Monthly Weather Review, Vol.106,pp.954-961 18.梁乃匡、林文宗(1978),“薇拉颱風波浪實測與推算之比較”,第二屆海洋工程研討會論文集,pp.23-27。 19.梁乃匡(1982),“颱風湧浪的預報方法”,第6屆海洋工程研討會論文集,第5-1~5-19頁 20.梁乃匡(1989) ,“修訂的颱風湧浪預報法” ,港灣技術第四期Vol.4,pp.1~10 21.張金機(1996) ,“花蓮港長波與碇泊船隻動態關係”,花蓮港港池振盪及其改善方案研討會論文集 22.梁乃匡、林文宗(1995),“八十三年侵台颱風波浪推算研究”,第十七屆海洋工程研討會論文集 23.謝祥志(2003),“颱風湧浪預報模式受海流影響的探討”,國立台灣大學海洋研究所碩士論文 24.李怡婷(2005),“風浪模式計算最佳化之研究”,國立成功大學水利及海洋工程學系碩士論文 25.張有恆(2005),“颱風湧浪推算模式之研究”, 逢甲大學水利工程學系碩士論文 26.林文宗、梁乃匡(2001),“台灣颱風湧浪預警系統芻議”,2001海洋數值模式研討論會論文集,頁1-1~1-19 | |
dc.identifier.uri | http://tdr.lib.ntu.edu.tw/jspui/handle/123456789/43518 | - |
dc.description.abstract | 颱風波浪脫離暴風區域後稱為湧浪,常比颱風先到達岸邊,無預警的造成沿海的生命和財產的損失。梁(1989)提出颱風湧浪預報模式,然而在2006年艾維尼(Ewiniar)颱風的湧浪推算結果,與實測資料相差很遠,有必要重新檢討修正。本研究採用花蓮港波浪測站資料,結合中央氣象局颱風資料,求出湧浪週期的經驗公式為:
Tp=(0.041667×A+0.1321)×UR4s A=(DD3×R4)/(TR4Br)^4 Tp其中為最大能量週期(秒),DD3為颱風中心與花蓮港測站之間的距離(海浬),R4為以Rodolfo法(2002)求出的最大風速半徑(公里,需轉換成海浬),TR4Br、UR4s為停滯颱風以Bretschneider(1976) 颱風波浪推算法求出的最大風速半徑處的風浪週期(秒)及傾度風速(公里/小時)。 湧浪波高經驗公式為: Hs=0.2331×(HR4Br)×[√(R4/DD3)]×λ 其中Hs為示性波高(公尺),HR4Br為滯留颱風以Bretschneider(1976)求出的最大風速半徑處的風浪波高(英呎),λ為颱風接近或遠離測站時因為都卜勒效應(Liang,2003)而造成湧浪波高堆積或消散的修正係數。並以象神、碧利斯、科羅紗、辛樂克等颱風作驗証,均有不錯的結果。 | zh_TW |
dc.description.abstract | As typhoon waves propagate out of the storm, it is called the swell. Since the group velocity of swell is swifter than the typhoon itself so that it often arrives shore earlier. Without warning the swell may cause serious property damage and even loss of human lives. Liang(1989) had proposed the typhoon swell forecast model. However, the swell hindcast for typhoon Ewiniar in 2006 is much higher than measured data. Therefore, in this study the author analyzes wave data at Hualain Harbor and typhoon data provided by Central Weather Bureau obtaining an empirical equation for typhoon swell period, i.e.
Tp=(0.041667×A+0.1321)×UR4s A=(DD3×R4)/(TR4Br)^4 Where Tp is the peak period in second ,DD3 is the distance between typhoon center and the station in nautical mile, R4 is the radius of maxium winds in nautical mile estimated by Rodolfo's method (2002), TR4Br、UR4s are the wave period at radius of maximum winds in second、sea-surface wind speed at radius of maxium winds in km.h-1 for stationary typhoon caculated by Bretschneider’s method (1976). The swell height empirical equaiton is: Hs=0.2331×(HR4Br)×[√(R4/DD3)]×λ Where Hs is the significant wave in meter, HR4Br is the wave height at radius of maxium winds in feet for stationary typhoon calculated by Bretschneider’s method (1976).λ is the coefficient of wave height modification by Doppler effect(Liang,2003). Applying to typhoon Xangsane、Bilis、Korsa、Sinlaku,the typhoon swell hindcasting is acceptable. | en |
dc.description.provenance | Made available in DSpace on 2021-06-15T02:22:44Z (GMT). No. of bitstreams: 1 ntu-98-R92241105-1.pdf: 1833223 bytes, checksum: 5f3bfb968024779433536e1c60637a84 (MD5) Previous issue date: 2009 | en |
dc.description.tableofcontents | 誌謝……………………………………………………………………………Ⅰ
中文摘要………………………………………………………………………Ⅱ 英文摘要………………………………………………………………………Ⅲ 圖目錄…………………………………………………………………………VII 表目錄…………………………………………………………………………IX 符號說明………………………………………………………………………X 第一章 緒論 ……………………………………………………………………1 1-1 前言…………………………………………………………………………1 1-2 研究動機與目的……………………………………………………………3 第二章 文獻回顧………………………………………………………………6 2-1 風浪成長及消散機制的發展過程…………………………………………6 2-2 颱風波浪示性波法…………………………………………………………7 2-2-1 Bretschneider 颱風波浪參數法…………………………………………9 2-2-2 梁颱風湧浪推算法……………………………………….....................12 2-2-3 美國工程兵團SPM法………………………………………………...13 2-2-4 Rodolfo法……………………………………………............................13 2-3 波譜法…………………………………………………………................15 第三章 研究工具與方法…………………………………………………......23 3-1研究環境……………………………………………………….................23 3-2資料來源與處理……………………………………………….................24 3-3資料處理……………………………………………………….................26 3-3-1求分界點座標 ………………………………………...…...................26 3-3-2求颱風移動速度 …………………………………….........................27 3-3-3單筆警報單時間回推方法及步驟…………………..…………….…...27 3-3-4求波高堆積係數 ………………………………………………....…..30 3-4四種最大風速半徑 、 、 、 ……………………………..…....32 3-5四種湧浪推算方法………………………………………….……....……34 3-5-1 Bretschneider(1976)滯留颱風預報模式與梁(1989)湧浪 推算模式步驟…....................................................................................................34 3-5-2 Bretschneider(1976)移動颱風預報模式與梁(1989)湧浪 推算模式步驟…....................................................................................................36 3-5-3SPM (2001)移動颱風預報模式與梁(1989) 湧浪推算模式步驟………………...................................................................….38 3-5-4 Rodolfo(2002)移動颱風預報模式與梁(1989)湧浪 推算模式步驟…………………………………………………………..39 3-5-5簡寫代號整理……………………………….........…………........ 41 3-6標準差(Standard deviation, )…………………………….....................41 3-7五個參數對……………………………………………………..................42 第四章 結果與驗証……………………………………………………….......44 4-1正規化標準差的推算結果………………………….………......................44 4-2相關係數的推算結果…………………………………………...................45 4-3實例驗証…………………………………………………….......................47 4-3-1波高實例驗証的推算步驟…………………………...............................47 4-3-2週期實例驗証的推算步驟…………………………...............................48 4-3-3驗証結果……………………………………………...............................50 第五章 結論與建議…………………………………………..……….............53 5-1結論……………………………………………………..............................53 5-2建議……………………………………………………..............................53 參考文獻…………………………………………………….............................55 【附錄 3-2】31個採納的颱風部份警報單原始資料………………..…......57 【附錄 3-5】197筆資料計算結果…………………………..........................64 【附錄 4-1】16×197的C1矩陣…………………………….........................70 【附錄4-3-3】四個驗証颱風的計算結果………………….………….……76 | |
dc.language.iso | zh-TW | |
dc.title | 台灣東部颱風湧浪預報的探討 | zh_TW |
dc.title | A study of Typhoon Swell Forecasting in East Taiwan | en |
dc.type | Thesis | |
dc.date.schoolyear | 97-2 | |
dc.description.degree | 碩士 | |
dc.contributor.coadvisor | 范光龍 | |
dc.contributor.oralexamcommittee | 許明光,林銘崇 | |
dc.subject.keyword | 湧浪,颱風最大風速半徑,與測站距離,都卜勒效應, | zh_TW |
dc.subject.keyword | Swell,Typhoon Radius of Maximum Wind,Distance to Station,Doppler Effect, | en |
dc.relation.page | 77 | |
dc.rights.note | 有償授權 | |
dc.date.accepted | 2009-08-18 | |
dc.contributor.author-college | 理學院 | zh_TW |
dc.contributor.author-dept | 海洋研究所 | zh_TW |
顯示於系所單位: | 海洋研究所 |
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