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研究生: 梁福榮
Liang, Fu-Jong
論文名稱: 攝影測量應用於古蹟記錄和邊坡表面變化量量測之研究
The Application of Photogrammetry for Recording Historical Sites and Estimating the Variation of Slope Surface
指導教授: 李德河
Lee, Der-Her
學位類別: 碩士
Master
系所名稱: 工學院 - 土木工程學系
Department of Civil Engineering
論文出版年: 2006
畢業學年度: 94
語文別: 中文
論文頁數: 120
中文關鍵詞: 3D模型文化遺址攝影測量公路邊坡
外文關鍵詞: photogrammetry, 3D model, highway slope, historical sites
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  •   在台灣四百多年發展的歷史裡,除各類土木工程結構不斷的增建外,各地仍保留著許多古老的文化遺址。近年來文化遺址的保存工作逐漸的獲得重視,所以政府和人民都致力於維護這些古蹟的完整性。對古蹟保存而言,除人為破壞外,自然風化、地震、颱風等亦具有相當大的威脅。這些災害的來臨一般都是無法預測,因此以最有效且迅速的方式記錄國內文化遺址實為重要。

      另一方面,台灣多山區公路,且公路邊坡易因颱風、豪雨與地震等天災導致破壞,要探討破壞原因及防治方法,須由瞭解破壞狀況開始,因此如何在危險的路段對於崩坍邊坡進行實際的崩坍量量測以進行後續的分析與研究就成為一重要的課題。

      目前攝影測量技術已達成熟階段,本技術相對於其他技術有許多優點,且可廣泛地應用在各方面上,因此本研究嘗試以攝影測量方法進行古蹟記錄、3D模型建構以及邊坡表面變化和體積變化量量測之研究。

      實驗結果顯示利用攝影測量建立古蹟的3D模型是可行的,無論外觀或比例方面都很接近實際物體;另外,邊坡起伏變化量的計算結果與預估數據相近,顯示體積量測的數值具有一定的可信度,因此本量測方式應可應用在古蹟記錄及邊坡體積變化量量測。

      In the development history of Taiwan, besides continously builds many civil engineering structures, the government also conserves many historical sites. Recently, these conservation works started to gain more respect, so it is important to maintain the completeness of these historical sites. Except man-made factors, natural weathering, earthquakes, typhoons etc. also have large influences in historical sites conservation works. Because it is difficult to forecast the disaster, a rapid and effective sites recording method is substantial.

      From the other aspect, Taiwan has a lot of highways in mountaineous area, but they are often damaged by natural disaster. By understanding the condition of the damage we can find out the main reasons and the prevention method, so establishing an effective method to get the real collapse volume in dangerous sections is very important, since the results can be used in follow-up analysis works.

      Nowadays, photogrammetry technique has reached mature phase, and it also has many advantages compared to other techniques. This study attempts to use photogrammetry method to record historical sites, build its’ 3D model and also measure the surface and volume variation of highway slopes.

      The results show that using photogrammetry technique to build the 3D model of historical sites is practicable, besides, the slope surface variation results are also close to the estimated data, which show that this technique is credible enough to be used as historical sites recording and slope surface volume variation measuring method.

    摘要 I Abstract II 致謝 III 目錄 IV 表目錄 VIII 圖目錄 X 照片目錄 XIV 第一章 緒論 1 1-1 前言 1 1-2 研究動機與目的 2 1-3 研究流程 3 1-4論文架構 4 第二章 文獻回顧 6 2-1 數位技術的相關文獻 6 2-2 比較測量方式的文獻 7 2-3攝影測量技術相關文獻 16 2-4 古蹟或建物重建之相關文獻 19 2-5 攝影測量在工程方面應用的相關文獻 22 2-6 利用非量測性相機操作攝影測量的文獻 26 2-7 探討攝影測量軟體的文獻 28 第三章 研究方法 31 3-1 攝影測量的相機 31 3-2 攝影測量原理介紹 32 3-3 PhotoModeler軟體 43 第四章 研究內容與結果 47 4-1 實驗儀器準備 47 4-1-1 實驗相機的選擇 47 4-1-2 相機的校正 51 4-1-3 室內模型 54 4-1-4 座標系統 55 4-2 模型實驗 56 4-2-1 3D模型與實體模型的外觀相似度 59 4-2-2 模型上點與點的距離量測 61 4-2-3 整座模型移動的距離量測 62 4-2-4 模型體積變化的量測 64 4-3 攝影測量應用於古蹟記錄 67 4-3-1 研究地點介紹 68 4-3-2 研究程序 71 4-3-3 儀器準備 73 4-3-4 拍攝方法和過程 73 4-3-5 短牆拍攝和處理過程 74 4-3-6 比較不同相機的精度和貼圖品質 76 4-3-7 整體拍攝和處理過程 80 4-3-8 熱蘭遮城南殘牆3D模型量測結果與現有資料的比較 82 4-3-9 3D模型量測結果 86 4-3-10 應用於古蹟記錄之問題和解決方式 88 4-3-11 3D模型外觀討論 93 4-4 攝影測量應用於工程量測 93 4-4-1 研究地點介紹 94 4-4-2 實驗計畫 96 4-4-3 拍攝方法和過程 98 4-4-4 實驗結果 99 4-4-5 應用於工程量測的問題與解決方式 107 4-5 整體討論 109 4-5-1誤差討論 109 4-5-2 工作時間和選擇共同點的原則 110 4-5-3作業軟體檔案格式 111 4-5-4 資料處理人數與作業精度的關係  111 第五章 結論與建議 113 5-1結論 113 5-2 建議 114 參考文獻 116

    1.Almagro A., Patias P. and Waldhausl P., “The CIPA ‘Wagner Pavilion’ test”, International Archives of Photogrammetry and Remote Sensing, 31(B5), pp.463-469, 1996

    2.Atkinson, “Close Range Photogrammetry and Machine Vision”, Whittles Publishing, Scotland, pp.9~35, 1996

    3.Boehler W., Heinz G. and Marbs A., “The potential of non-contact close range laser scanners for cultural heritage recording” International Committee for Architectural Photogrammetry (CIPA) Working Group VI., 2000

    4.Chong A.K., McFadgen B.G., Majid Z.B., McKinlay H., Luther S., McHutchon N., Khaw C.J., Wang S. and Ahmad A.B., “Digital Architectural Photogrammetric Recording of Historical Buildings and Monuments”, New Zealand Surveyor Journal No.293, pp.25~30, June 2003

    5.Dallas R.W. and Carbonnell M., “World heritage sites photogram metric records”, International Archives of Photogrammetry and Remote Sensing, 29(B5), pp.419-426, 1992.

    6.Dallas R.W., Kerr J., Lunnon S. and Bryan P., “Windsor Castle: Photogrammetric and archaeological recording after the fire”, Photogrammetric Record 15(86), pp.225-240, 1995

    7.Ebrahim M., “Using close range photogrammetry for some engineering applications”, M.Sc. Thesis, University of Assiut, Egypt, March 1992

    8.Gordon S., Lichti D., and Stewart M., “Structural deformation measurement using terrestrial laser scanners”, Proceedings of 11th International FIG Symposium on Deformation Measurements, Santorini Island, Greece, 25-28 May 2003

    9.Habib A.F., Ghanma M.S. and Tait M., “Integration of LIDAR and Photogrammetry for Close Range Applications”, XXth ISPRS Congress, Istanbul, Turkey, ThS 1: Integration and Fusion of Data and Models, 697., 12-23 July 2004

    10.Habib A.F., Ghanma M.S., Al-Ruzouq R.I. and Kim E.M., “3-D Modelling of Historical Sites Using Low-Cost Digital Camera”, SS4 – CIPA - Low-Cost Systems in Recording and Managing the Cultural Heritage, 2004

    11.Hanke K. and Ebrahim M.A.B, M.Sc., “A Low Cost 3D Measurement Tool for Architectural and Archaeological Applications”, Goeteborg Literature, Institute of Geodesy, University of Innsbruck, Austria,1997

    12.Hanke K., “Accuracy Study Project of Eos System’s PhotoModeler”, Final Report, University of Innsbruck, Austria.

    13.Karara H.M., Abdel Aziz Y.I, “Accuracy aspects of non metric imageries”, Photogrammetric engineering and remote sensing 52,(8), 1974

    14.Karras G., Patias P. and Petsa E., “Digital monoplotting and photo unwrapping of developable surfaces in architectural photogrammetry”, International Archives of Photogrammetry and Remote Sensing, 31(B5), pp. 290-294, 1996

    15.Landes S., Bahr H.P. and Ringle K., “Architectural photogrammetry and picture processing for acquisition and documentation of a Brazilian town ensemble”, International Archives of Photogrammetry and Remote Sensing, 31(B5), pp. 309-312, 1996

    16.Lichti D., Stewart M.P., Tsakiri M. and Snow A.J., “Calibration and testing of a terrestrial laser scanner”, International Archives of Photogrammetry and Remote Sensing, 33(B5), pp.485-492, 2000

    17.Luhmann T. and Tecklenburg W., “Hybride Photogrammetric and Geodetic Surveillance of Historical Buildings for an Urban Tunnel Construction”, International Workshop on Recreating the Past Visualization and Animation of Cultural Heritage, Ayuttaya, Thailand, 2001.

    18.Mikhail, Bethel and McGlone,”Introduction to Modern Photogram metry”, John Wiley and Sons, Inc.,U.S.A, pp.11~12,13~32, 2001

    19.Mills J.P., Peirson G., Newton I., and Bryan P., “Photogrammetric investigation into the suitability of desktop image measurement software for architectural recording”, International Archives of Photogrammetry and Remote Sensing, 33(B5), pp.525-532, 2000

    20.Ogleby C.L., ”From rubble to virtual reality: Photogrammetry and the virtual world of ancient AYUTTHAYA, Thailand”, Photogrammetric Record, 16(94), pp.651-670, 1999

    21.Pollefeys M., Koch R., Vergauwen M., and Van Gool L., “Automated reconstruction of 3D scenes from sequences of images” Isprs Journal of Photogrammetry and Remote Sensing; 55 (4) pp.251~267, 2000

    22.Poulin P., Ouimet M. and Frasson M.C., “Interactively Modeling with Photogrammetry”, Rendering Techniques , pp.93-104, 1998

    23.Roncella R., Scaioni M. and Forlani G., “Application of Digital Photogrammetry in Geotechnics”, XXth ISPRS Congress, Istanbul, Turkey, Commission 5, pp.93-98, 12-23 July 2004

    24.Ryu M., Nakai T., Fuzimura K., Ohnishi Y., Nishiyama S., Yano T. and Lee D.H., “Application of Photogrammetry Method on a Slope Monitoring in Taiwan"ISRM International Symposium 3rd ARMS, pp.787-790, 2004

    25.Setan H. and Ibrahim M.S., “Close Range Measurement and 3D Modeling”, 1st FIG International Symposium on Engineering Surveys for Construction Works and Structural Engineering at Nottingham, United Kingdom, 2004

    26.Wolf P. R., "Elements of Photogrammetry", McGraw-Hill, Inc, pp. 351-390, 1983

    27.Yeu B., Kim G., Sohn D. and Kim W., “Analysis of Korean Megalithic Buddha using photogrammetric and laser scanning system”, International Archives of Photogrammetry and Remote Sensing, 33(B5), pp. 908-913, 2000

    28.王正忠,「以近景攝影測量進行模型式建物重建」,國立成功大學測量工程學系碩士論文,2002。

    29.王城試掘研究計畫與影像紀錄報告,台南市政府,2005。

    30.何維信,「航空攝影測量學」,大中國圖書公司印行,台北市,pp.131~147,519~521,1995。

    31.吳漢雄,「應用 3D 重建技術輔助汽車肇事鑑定之研究」,國立中央大學機械工程研究所碩士論文,2002。

    32.李欣,,朱宜萱,「近景攝影測量在古迹維護上之應用」,兩岸自動化數字工程測量研討會,2001。

    33.李洢杰,「應用光流原理進行近景視訊影像同名點雲自動化追蹤與量測」,國立成功大學測量工程所碩士論文,2003。

    34.張汝珍,謝仁馨,「航空攝影測量學」,中華民國航空測量及搖感探測學會出版,台北市,pp.1~4,1985。

    35.張明政,「三維雷射掃描技術應用於戶地測量之研究-以建物為例」,國立中興大學土木工程研究所碩士論文,2004。

    36.梁福榮,張舜孔,李德河,「攝影測量於評估公路邊坡崩坍量量測之應用」,岩盤工程研討會,台南市,2006。

    37.許銘峰,「攝影測量在離心模擬試驗之應用 - 以離心隧道模型之地表沉陷量量測為例」,國立中央大學土木工程學系碩士論文,2000。

    38.傅秉綱,「三維建物模型表面影像敷貼自動化之研究」,國立成功大學測量工程研究所碩士論文,2002。

    39.龔健彬、史天元,「Kodak DCS210數位相機量測特性之探討」,航測及遙測學刊,2000。

    40.「發掘史蹟:熱蘭遮城」,FYI South Magazine,康百視雜誌社,八月號,2004。

    41.DCView數位視野:http://www.dcview.com.tw

    42.EOS PhotoModeler網頁:http://www.photomodeler.com

    43.Nikon公司網頁:http://www.nikonusa.com

    44.行政院農業委員會水土保持局網頁:http://www.swcb.gov.tw

    45.網路資料:http://www.e-jason.net/tainan/anping.html

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