簡易檢索 / 詳目顯示

研究生: 蔡沅晁
Tsai, Yuan-Chao
論文名稱: 非破壞檢測法應用於檢測壩體地下水位及地下遺址之研究
The Study on the Detection of Ground Water Level in Dam and Subsurface Ruins by Non-Destruction Techniques
指導教授: 李德河
Lee, Der-Her
共同指導: 吳建宏
Wu, Jian-Hong
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: 2021
畢業學年度: 109
語文別: 中文
論文頁數: 162
中文關鍵詞: 非破壞檢測地電阻影像法壩體地下水位透地雷達地下遺構
外文關鍵詞: Non-destructive Techniques, Electrical Resistivity Image Profiling, Ground water level, Ground Penetrating Radar, Subsurface Ruins
相關次數: 點閱:504下載:1
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
  • 隨著時代的進步,人類對水資源的需求也日益增加,不僅民生用水的需求增加,工業用水也占了使用量之一大部分,如何有效利用水資源也成現今社會之問題。台灣因坡陡流急不易留住水資源,且常逢乾旱導致用水缺乏,為解決儲水之問題,興建水庫成為治本之道,但若要維持水庫之使用期限與安全性,對水庫進行定期檢查成了一必要工作。本研究利用非破壞檢測之地電阻影像法,以鳳山水庫之主、副壩兩區域壩體作為調查之對象,由地電阻影像之探測圖徵判斷壩體內地下水分布,再與現地之庫內水位及地下水井進行比對,以確定地電阻影像法是可用以判斷壩體內部地下水位之探測設備,最後將不同位置之常態地下水位相連得一連續地下水位。
    此外,走進臺南猶如踏入一活歷史書內,臺南作為臺灣第一發展之城市可回朔至17世紀,分別經歷荷蘭、明鄭、清治與日治時期,每個時期皆會遺留下許多的文化資產,隨著時代之進步,這些地表上之歷史結構因都市開發而遭到拆除,但幸運的是地底下之遺構尚多存於現址,而這些殘存之遺構於現代發揮其價值,成為現今研究歷史構造物之最佳材料,故本研究使用非破壞檢測之透地雷達進行地下遺址的調查,以透地雷達圖徵判釋與測區之文獻紀錄等進行綜合評估方式,判定地下遺址結構之位置,也藉由開挖試坑驗證透地雷達在探測遺址之適用性,再透過已開挖區推測周圍地層年代狀況,其中本研究調查的地下探測包括台南市中西區二代開山神社及台南市安平區石門國小。

    With the progress of the times, the human demand for water resources is also increasing. Not only does the demand for water for people's livelihood increase, but industrial water also accounts for a large part of the usage. How to effectively use water resources has become a problem in today's society. Taiwan is not easy to retain water resources due to steep slopes and rapid currents, and droughts often lead to water shortages. In order to solve the problem of water storage, building reservoirs has become the root cause. However, to maintain the service life and safety of the reservoirs, regular reservoirs should be implemented. Inspection has become a necessary task. This study uses the non-destructive techniques of Electrical Resistivity Image Profiling(RIP), takes the main Fongshan Reservoir and the sub-dam two regional dam as the object of investigation, determines the groun dwater distribution in the dam by the RIP, and compares with the water level and ground water well in the reservoir of the present site, so as to determine that RIP can be used to determine the ground water level in dam. Finally, the normal ground water levels at different locations are connected to form a continuous ground water level.
    In addition, walking into Tainan is like stepping into a living history book. Tainan, as the most developed city in Taiwan, can be traced back to the 17th century. Many powers have regarded this as the main base for ruling Taiwan, Taiwan has experienced the Dutch, Mingzheng, Qing and Japanese periods respectively, and many historical structures left behind in the course of development, making Tainan rich in culture, coupled with the rise of cultural assets maintenance awareness in recent years, these structures built in different periods have been gradually paid attention to, but after the changes of the times, many cultural relics have been removed, leaving only the underground foundation remains. In the past, all the investigations or studies used literature collection and compared with the present environment, after the preliminary determination of the general location of the excavation test excavation, but before the test excavation can not determine the distribution of the subsurface ruins and area depth, if Ground Penetrating Radar can be carried out in advance,it can reduce the uncertainty of excavation test pits, reduce unnecessary excavation , but also through excavation information to speculate more excavations around the pits, help archaeological research to determine the situation of the excavation.

    目錄 摘要I EXTENDED ABSTRACTII 致謝X 目錄XI 表目錄XV 圖目錄XVI 第一章 緒論1 1-1 研究背景1 1-2 研究動機及方法2 1-3 研究流程3 1-4 研究大綱5 第二章 文獻回顧6 2-1 地電阻文獻回顧6 2-1-1 不同電極排列方式之解析度7 2-1-2 室內滲透試驗10 2-1-3 地電阻調查地下水之相關文獻11 2-1-4 地電阻調查壩體之相關文獻12 2-1-5 地電阻三維效應之相關文獻15 2-2 透地雷達文獻回顧16 2-2-1 地下遺址調查之相關文獻17 第三章 非破壞檢測之基本理論與儀器介紹23 3-1 地電阻儀器及原理介紹23 3-1-1 地電阻儀器介紹23 3-1-2 施測輔助工具27 3-1-3 地電阻基本理論27 3-1-4 地質之電阻率與導電度32 3-1-5 地層電阻率與電流流線33 3-1-6 電極排列介紹38 3-1-7 現地施測之原理43 3-1-8 現地施測之注意事項44 3-1-9 正、反模擬法介紹44 3-1-10 資料修正設定48 3-2 透地雷達儀器及原理介紹50 3-2-1 透地雷達儀器介紹50 3-2-2 透地雷達探測流程53 3-2-3 透地雷達基本理論58 3-2-4 介質材料之電磁特性61 3-2-5 透地雷達探測之深度概算法65 3-2-6 解析度67 3-2-7 資料處理69 3-2-8 透地雷達圖徵判讀72 第四章 資料分析及研究方法75 4-1 地電阻資料分析及研究方法75 4-1-1 AGI Super Sting Administrator軟體75 4-1-2 EarthImager 2D軟體76 4-2 透地雷達資料分析及研究方法78 4-2-1 RADAN 7軟體之圖徵處理78 4-2-2 RANDN 7軟體之3D立體圖徵79 4-2-3 Agisoft Metashape軟體之建模81 第五章 現地探測規劃與結果82 5-1 高雄市小港區鳳山水庫82 5-1-1 研究區域介紹83 5-1-2 地電阻探測之測線規劃與施作84 5-1-3 地電阻探測之結果分析86 5-1-4 綜合結果91 5-2 台南市中西區二代開山神社遺構93 5-2-1 研究區域介紹94 5-2-2 透地雷達探測之測線規劃與施作95 5-2-3 透地雷達探測之結果分析97 5-2-4 綜合結果102 5-3 台南市安平區石門國小遺構105 5-3-1 研究區域介紹107 5-3-2 透地雷達探測之測線規劃與施作108 5-3-3 透地雷達探測之結果分析比對-開挖區110 5-3-4 透地雷達探測之結果分析比對-未開挖區125 5-3-5 綜合結果128 第六章 結論與建議139 6-1 結論139 6-2 建議140 參考文獻142 附錄一 二代開山神社透地雷達現地探測資料149 附錄二 石門國小透地雷達現地探測資料158

    (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」。
    (2) 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,「http://web.chu.edu.tw/~ccw/」。
    (3) 尤仁弘,「應用地電阻影像法於壩體潛在滲漏調查之研究」,國立交通大學土木工程研究所碩士論文,2005。
    (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) 周翰臨,「非貫入式電極改善地電阻法探測地下管線與地層之研究」,國立成功大學土木工程研究所碩士論文,台南,2014。
    (7) 林志平,「湖山水庫壩體地物監測規劃與初始值建立」,經濟部水利署水利規劃試驗所,2014 年。
    (8) 社團法人高雄市野鳥學會,「鳳山水庫自然生態之美」, 「http://www.kwbs.org.tw/web/index.php/2013-05-03-08-10-15/ec-location/96-2013-05-09-05-52-17」,2013。
    (9) 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。
    (10) 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。
    (11) 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。
    (12) 洪瑛鈞,「地電阻影像探測在地工調查之應用與問題探討」,國立交通大學土木工程研究所博士論文,2012。
    (13) 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。
    (14) 氣候變遷災害風險調適平台,「https://dra.ncdr.nat.gov.tw/Frontend/Disaster/RiskDetail/BAL000002」。
    (15) 國立交通大學防災工程研究中心,「水庫安全監測問題評析與非破壞性檢測技術應用之研究」,2005。
    (16) 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。
    (17) 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。
    (18) 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。
    (19) 許中立、黃靚文、江佳燕、陳淑慈,「以電氣探測法分析向陽森林遊樂區遊客中心地下水含水情形」,中華水土保持學報,第51卷,第3期,95-108頁,2020。
    (20) 陳力齊,「應用地電阻影像法探測敦基深度之初步研究」,國立成功大學土木工程研究所碩士論文,台南,2009。
    (21) 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。
    (22) 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。
    (23) 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。
    (24) 董彥閔,「地電阻影像法於古蹟遺址探測與大地環境應用之研究」,國立成功大學土木工程研究所碩士論文,台南,2010。
    (25) 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。
    (26) 劉興昌,「莫拉克風災後後(新開部落、小林村)地質調查」,國家災害防救中心,災害防救科技專欄,第50期,2009。
    (27) 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。
    (28) 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。
    (29) 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.
    (30) Advanced Geosciences Inc., Instruction manual for EarthImager 2D. Austin. TX, USA, 2008.
    (31) 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.
    (32) Burger, H.R., “Exploration Gcophysics of the Shallow Subsurface,” Prentice Hall, New Jersey, USA, 1992.
    (33) Clarebout, J.F., and Muir, F., “Robust modeling with erratic data,” Geophysics, Vol.38, No.5, pp.826-844, 1973.
    (34) Constable, S.C., Parker, R.L., and Constable, C.G., “Occam’s inversion: A practical algorithm for generating smooth models from electromagnetic sounding data,” Geophysics, Vol.52, No.3, pp.289-300, 1987.
    (35) Dahlin T. and Zhou B., “A numerical comparison of 2D resistivity imaging with 10 electrode arrays”, Geophysical Prospecting, Volume 52, Issue 5, p. 379 – 398, 2004.
    (36) Daniels D.J., “Ground Penetrating Radar 2nd”, institution of Engineering and1Technology, 1–4.ISBN978-0-86341-360-5, 2004.
    (37) 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.
    (38) deGroot-Hedlin, C., and Constable, S., “Occam’s inversion to generate smooth two-dimensional models from magneto telluric data,” Geophysics, Vol.55, No.12, pp.1613-1624, 1990.
    (39) Edwards, L.S., “A modified pseudo-section for resistivity and induced polarization,” Geophysics, Vol.42, No.5, 99.1020-1036, 1977.
    (40) Geophysical Survey Systems Inc., RADAN for Windows Version7 user’s Manual, USA, 1-176, 2014b.
    (41) Geophysical Survey Systems Inc., SIR System-4000 User's Manual,USA, 2020.
    (42) 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.
    (43) Hubbert, M.K., “The theory of ground-water motion,” Journal of Geology, Vol.48, No.8, pp.785-994, 1940.
    (44) Inman, J.R., “Resistivity inversion with ridge regression,” Geophysics, Vol.40, No.5, pp.798-817, 1975.
    (45) Iskander, M.F., “Electromagnetic Fields and Waves”, Prentice Hall, U.S.A., 1992.
    (46) Jol H. M., "Ground Penetrating Radar Theory and Applications,”2009.
    (47) Kearey P. and Brooks M., "An Introduction to Geophysical Exploration”, 1984.
    (48) 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.
    (49) Loke, M.H., “Tutorial:2-D and 3-D electrical imaging surveys”, Geotomo Software, Malaysia, pp.11-17, 2003.
    (50) Loke, M.H., Acworth, I., and Dahlin, T., “A comparison of smooth and blocky inversion method in 2D electrical imaging surveys,” Exploration Geophysics, Vol.34, No.3, pp.182-187, 2002.
    (51) Loke, M.H., and Barker, B.D., “Rapid least-squares inversion of apparent resistivity pseudo sections by a quasi-Newton method,” Geophysical Prospecting, Vol.44, pp.131-152, 1996.
    (52) Lowry, T., Allen, M.B., and Shive, P.N., “Singularity Removal: A Refinement of Resistivity Modeling Techniques”, Geophysics, pp.766-774, 1989.
    (53) 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.
    (54) 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.
    (55) Sauer, M.C., Southwick, P.F., Spiegler, K.S. and Wyllie, M.R.J., “Electrical Conductance of Porous Plugs Ion Exchange Resin-Solution Systems”, industrial and engineering chemistry, Vol. 47, No. 10, October 1955.
    (56) Sheriff, R.E.,and Geldert, L.P., Exploration Seismology, Cambridge University Press, New York, USA, 1982.
    (57) 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.
    (58) Skolnik, M.I., “Introduction to Radar Systems” ,1980
    (59) Taner, M.T., Koehler, F., and Sheriff, R.E., "Complex seismic trace analysis, "Geophysics, Vol. 44, No. 6, 1041-1063, 1979.
    (60) Telford, W.M., Geldart, L.P. and Sheriff, R.E., Applied Geophysics, Cambridge University Press, 1990.
    (61) Van Nostrand, R.G. and Cook, K.L., Interpretation of Resistivity Data, United States Government Printing Office, Washington, 1966.
    (62) 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.

    下載圖示
    2026-08-18公開
    QR CODE