| 研究生: |
李祐廷 Lee, You-Ting |
|---|---|
| 論文名稱: |
透地雷達應用於檢測地下水槽及地下遺構之研究 The Application of Ground Penetration Radar on the Detection of Underground Water Tank and Subsurface Ruins |
| 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: | 2022 |
| 畢業學年度: | 110 |
| 語文別: | 中文 |
| 論文頁數: | 218 |
| 中文關鍵詞: | 非破壞檢測 、透地雷達 、地下水槽 、地下遺構 、大北門城 、熱蘭遮城 |
| 外文關鍵詞: | Non-destructive Techniques, Ground Penetrating Radar, Underground Water Tank, Subsurface Ruins, the Great North Gate, Fort Zeelandia Wall |
| 相關次數: | 點閱:132 下載:0 |
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臺南從17世紀開始經歷了許多列強佔據,分別經歷荷蘭、明鄭、清治、日治及戰後時期,每個時期皆會遺留下許多的文化資產,然而隨著時代之演進地表上之歷史結構都已消失,僅留部分基礎埋藏於原址。近年文化意識抬頭,這些被深埋於地下之遺構也逐漸成為瞭解過往歷史真相的重要依據之一,要使地下遺構重見天日,首先要確實掌握地底下遺構的位置及其分佈,此時非破壞檢測是良好的方法之一。
本研究使用非破壞檢測之透地雷達來進行地下結構之調查,其中本研究調查的地下探測場址包括①原成功大學水質室地下水槽之建築現為成功大學土木系系史館與軌道館乃是為了瞭解室內地板下方地下水槽的範圍及深度、②原清朝之台灣府城大北門城牆遺構之基地以瞭解大北門甕城及大北門的城垣的位置,做為將來基地開發時規畫設計之參考,以及③在今台南安平原荷蘭時期之熱蘭遮城稜堡之空地以瞭解城牆的位置及延伸方向,以供考古試掘選擇挖掘位置的參考及出土物的對照。
研究流程大致先以透地雷達進行探測,在按圖徵判釋出地下埋藏物之狀況並與測區之舊有文獻紀錄或古地圖等進行綜合推斷來判定地下遺址結構之位置,如有考古試坑也會藉由開挖試坑來驗證透地雷達在探測遺址之適用性,再透過已開挖區以及其他殘存遺構來推測周遭未開挖之地下結構位置。
Tainan has been occupied by many foreign powers since the 17th century, including the Dutch, Ming and Zheng, Qing, Japanese and post-war periods. Each period will leave behind a lot of cultural assets. However, with the evolution of the times, the historical structure on the surface All have disappeared, leaving only part of the foundation buried in the original site. In recent years, cultural awareness has risen, and these deeply buried remains have gradually become one of the important bases for understanding the truth of the past. To bring the underground remains to the light of day, first of all, we must truly grasp the location and distribution of the underground remains. At this time, non-destructive testing is one of the good ways.
This study uses non-destructive detection ground-penetrating radar to investigate underground structures. The underground detection sites investigated in this study include: ① The building of the underground water tank of the former National Cheng Kung University Hydraulics Laboratory is now the National Cheng Kung University Department of Civil Engineering History Department and Railway Technology Research Lab. In order to understand the range and depth of the underground water tank under the indoor floor, ② the subsurface ruins of the Great North Gate of the Qing Dynasty to understand the location of barbican of the Great North Gate, as a reference for the planning and design of the future base development, and ③ The location and extension direction of the city wall were found in the open space of the bastion of Fort Zeelandia in the Dutch period in the Tainan Anping , for the reference of archaeological trial excavation to select the excavation location and the comparison of the unearthed objects.
The research process is roughly first to use ground-penetrating radar for detection, and then to determine the status of the underground buried objects according to the map, and to make comprehensive inferences with the old documentary records or ancient maps in the survey area to determine the location of the underground site structure. The test pit will also verify the applicability of ground-penetrating radar in detecting the site by excavating the test pit, and then infer the location of the surrounding unexcavated underground structures through the excavated area and other remnants.
(1) 中央研究院人文社會科學研究中心,「台南市百年歷史地圖疊合系統」,「http://gissrv4.sinica.edu.tw/gis/tainan.aspx 」,2022。
(2) 地籍圖資網路便民系統,「https://easymap.land.moi.gov.tw/R02/Index 」,2022。
(3) 中華大學土木工程學系/結構安全評估與非破壞性檢測實驗室,「https://c037.chu.edu.tw/files/15-1066-25230,c8847-1.php?Lang=zh-tw 」。
(4) 王惠濂,「探地雷達目的體物理模擬研究結果」,中國地質大學學報,第18卷,第3期,266-284頁,1993。
(5) 全國法規資料庫,「https://law.moj.gov.tw/LawClass/LawSingle.aspx?pcode=H0170001&flno=33 」,2019。
(6) 李德河、賴新龍、 李佳原、 林政勳、蔡百祥「台灣府城城垣小東門段構造型式及其使用材料之研究」, 台灣府城城垣殘跡非破壞探測考古試掘及維護工法研究計畫成果發表研討會論文集, 191-204頁,2010。
(7) 蔡宗原,「透地雷達訊號頻譜分析應用於地下構造物材料判釋之研究」,國立成功大學土木工程研究所碩士論文,台南,2016。
(8) 邱君豪,「透地雷達在大地工程上之初步研究」,國立成功大學土木工程研究所碩士論文,台南,1997。
(9) 侯州逸,「非破壞檢測法應用於研判土壤液化、地層掏空及地下遺址之研究」,國立成功大學土木工程研究所碩士論文,台南,2020。
(10) 段偉宗,「併合二維、三維地電阻影像法及透地雷達法應用於管線及估計電石渣總量上之研究」,國地中央大學地球物理研究所碩士論文,桃園,2000。
(11) 夏語堯,「透地雷達應用於地下古蹟調查及判釋」,國立成功大學土木工程研究所碩士論文,台南,2018。
(12) 氣候變遷災害風險調適平台,「https://dra.ncdr.nat.gov.tw/Frontend/Disaster/RiskDetail/BAL000002 」。
(13) 國立成功大學考古研究所,「第一期熱蘭遮城與大員市鎮疑似遺址調查研究計畫」,2021。
(14) 張君仰,「透地雷達於古蹟探測之應用」,國立成功大學土木工程研究所碩士論文,台南,2004。
(15) 曹正宇,「併合地球物理法在断層及管線之研究」,國立中央大學地球物理研究所碩士論文,1997。
(16) 陳彥璋、葉惠中、高蘇白、陳彥霖,「以透地雷達量測河川斷面」,農業工程學報,第58卷,第2期,13-21頁,2012。
(17) 陳澤承,「由波速的量測改善透地雷達應用於古蹟遺址的探測之效益」,國立成功大學土木工程研究所碩士論文,台南,2013。
(18) 楊濬豪,「透地雷達應用於木結構裂損檢測及地下管線判釋之研究」,國立成功大學土木工程研究所碩士論文,台南,2017。
(19) 劉大魁,「GPR與熱影像技術於大地工程之應用研究」,國立成功大學土木研究所碩士論文,台南,2002。
(20) 賴新龍,「非破壞檢測技術應用於淺層地工構造物之調查」,國立成功大學土木工程研究所博士論文,台南,2013。
(21) 羅經書,「透地雷達應用於管線與地層調查之研究」,國立成功大學土木工程研究所碩士論文,台南,1998。
(22) Abdel Aal, G.Z., Ismail, A.M., Anderson, N.L. and Atekwana E.A.,2003 , “Geophysical investigation of seepage from an earth fill dam”, Geophysics 2003, pp.1-8.
(23) Arulanandan, K, and Smith, S. S., “Electrical Dispersion in Relation to Soil Structure,” Journal of Soil Mechanics & Foundations Div, volume 99, p. 1113-33, 1973.
(24) Burger, H.R., “Exploration Gcophysics of the Shallow Subsurface,” Prentice Hall, New Jersey, USA, 1992.
(25) Clarebout, J.F., and Muir, F., “Robust modeling with erratic data,” Geophysics, Vol.38, No.5, pp.826-844, 1973.
(26) Daniels D.J., “Ground Penetrating Radar 2nd”, institution of Engineering and1Technology, 1–4.ISBN978-0-86341-360-5, 2004.
(27) Davis, J. L. and Annan, A. P., “Ground‐penetrating radar for high‐resolution mapping of soil and rock stratigraphy”, Geophysical Prospecting, Volume37, Issue5, Pages 531-551, July 1989.
(28) Edwards, L.S., “A modified pseudo-section for resistivity and induced polarization,” Geophysics, Vol.42, No.5, 99.1020-1036, 1977.
(29) Geophysical Survey Systems Inc., RADAN for Windows Version7 user’s Manual, USA, 1-176, 2014b.
(30) Geophysical Survey System., s Inc SIR System-4000 User's Manual,USA, 2020.
(31) Giles, C.L., and Wild, W.J., "Fresnel reflection and transmission at a planar boundary from media of equal refractive indices, " Vol. 40, No. 3, 210–212, 1982.
(32) Hubbert, M.K., “The theory of ground-water motion,” Journal of Geology, Vol.48, No.8, pp.785-994, 1940.
(33) Iskander, M.F., “Electromagnetic Fields and Waves”, Prentice Hall, U.S.A., 1992.
(34) Jol H. M., "Ground Penetrating Radar Theory and Applications,”2009.
(35) Kearey P. and Brooks M., "An Introduction to Geophysical Exploration”, 1984.
(36) Lines, L.R., and Treitel, S., “A review of least-squares inversion and its application to geophysical problems,” Geophysical Prospecting, Vol.32, pp.159-186, 1984.
(37) Lowry, T., Allen, M.B., and Shive, P.N., “Singularity Removal: A Refinement of Resistivity Modeling Techniques”, Geophysics, pp.766-774, 1989.
(38) Milan Beres,Jr.,and Haeni,F.P.,“Application of Ground Penetrating Radar Methods in Hydrogeologic Studies,”Ground Water, Vol.29, No.3,pp. 375-386,1991.
(39) Perez-Gracia, V., Gonzalez-Drigo, R. and Sala, R., “Ground-penetrating radar resolution in cultural heritage applications,” Near Surface Geophysics, 10(1), pp.77 – 87, 2015.
(40) Sheriff, R.E.,and Geldert, L.P., Exploration Seismology, Cambridge University Press, New York, USA, 1982.
(41) Shon, H, Oh, Y.C., and Lee, Y.K., “Safety evaluation of rock-fill dam,” Korean Geophysical Society, Vol.6, No.2, pp.88-97, 2003.
(42) Skolnik, M.I., “Introduction to Radar Systems” ,1980
(43) Taner, M.T., Koehler, F., and Sheriff, R.E., "Complex seismic trace analysis, "Geophysics, Vol. 44, No. 6, 1041-1063, 1979.
(44) Telford, W.M., Geldart, L.P. and Sheriff, R.E., Applied Geophysics, Cambridge University Press, 1990.
(45) Van Nostrand, R.G. and Cook, K.L., Interpretation of Resistivity Data, United States Government Printing Office, Washington, 1966.
(46) Wolke, R., and Schwetlick, H., “Iteratively reweighted least squares algorithms, convergence analysis, and numerical comparisoms,” SIAM journal on scientific and statistical computing, Vol.9, No.5, pp.-907-921, 1988.
校內:2027-09-13公開