Please use this identifier to cite or link to this item: http://hdl.handle.net/11455/10199
標題: 利用地電阻法探查地下水脈-以梨山老部落地區為例
Electrical Resistivity Method Used to Detect Groundwater Flow – A Case Study of Old Tribe in Lishan
作者: 黃傳良
Huang, Chuan-Liang
關鍵字: 地電阻法
Electrical resistivity method
地下水脈
地滑
集水井
Groundwater flow
Landslide
Drainage well
出版社: 土木工程學系所
引用: 1. 陳慶雄,(1986),「石碑地滑地穩定性及有關電氣滲透法之研究」,國立中興大學水土保持所碩士論文。 2. 胡榮富,(1996),「以比電阻試驗輔助地電阻探測地層之判釋」,國立中興大學土木工程研究所碩士論文。 3. 梅興泰,(2001),「RIP二維分析之初探」,國立台灣大學碩士論文。 4. 陳宜傑,(2004),「應用地電阻法於土石流地滑之研究」,國立中央大學碩士論文。 5. 楊証傑,(2005),「ERT在地工調查應用之問題評析與空間解析度探討」,國立交通大學碩士論文。 6. 羅翔文,(2008),「利用透地雷達與折射震測法輔助地電阻法於地層之探測」,國立中興大學土木工程所碩士論文。 7. 行政院農業委員會水土保持局,(2009),「98年度大梨山地區地滑地監測管理及系統維護資料分析。」 8. 陳昇誼,(2009),「利用地電阻法與數值地形模型探討板岩層方向與位置」,國立中興大學土木工程研究所碩士論文。 9. 行政院農業委員會水土保持局,(2010),「梨山地區疑地滑災害整體治理工程調查規畫。」 10. 黃信誠,(2011),「應用地電阻法判別高度風化區與岩層之分界」,中興大學土木工程研究所碩士論文。 11. Archie, G. E.,(1942), “Electrical-Resistivity Log as an Aid in Determining Some Reservoir Characteristics,” Transactions of the American Institute of Mining and Metallurgical Engineers, Vol. 146, pp. 54-62. 12. Sauer, M. C., et al.,(1955), “Electrical Conductance of Porous Plugs Ion Exchange Resin-Solution System,” Industrial and engineering chemistry, Vol. 47, No. 10, pp. 2187-2193. 13. Keller, G. V., and Frischknecht, F. C.,(1966), Electrical method in geophysical prospection, Pergamon Press Inc., 514p. 14. Arulanandan, K. and Smith, S. S.,(1973), “Electrical Disperison in Relation to Soil Structure,” Journal of the Soil Mechanics and Foundations Division, ASCE, Vol. 99, No. SM12, pp. 1113-1133. 15. J. D. Rhoades, P. A. C. Raats and R. J. Prather,(1976),” Effects of Liquid-phase Electrical Conductivity, Water Content, and Surface Conductivity on Bulk Soil Electrical Conductivity,” Soil Science Society of America journal Vol. 40 No. 5, p. 651-655 16. Topp, G. C., Davis, J. L., and Annan, A. P.,(1980), “Electromagnetic Determination of Soil Water Content and Electrical Conductivity Measurement Using Time Domain Reflectometry,” Water Resources Research,Vol. 16,pp. 574-582. 17. Cedergren, (1989),Seepage, drainage and Flow Nets. 18. Caris J.P.T., van Asch T.W.J.,(1991), "Geophysical, geotechnical and hydrological investigations of a small landslide in the French Alps", Engineering Geology 31 (3–4): 249–276. 19. Hillhorst, M. A., 1998, “Dielectric Characterization of Soil,” Ph.D. Thesis,Wageningen, Netherlands. 20. Van Asch Th.W.J., Buma J., Van Beek L.P.H.,(1999), A view on some hydrological triggering systems in landslides,Geomorphology,30:25–32. 21. Mantovani F, Pasuto A, Silvano S, Zannoni A.,(2000), "Collecting data to define future hazard scenarios of the Tessina landslide", International Journal of Applied Earth Observation and Geoinformation2(1): 33–40. 22. Lin, C. P., Drnevich, V. P., Feng, W., and Deschamps, R. J.,(2000), “Time Domain Reflectometry for Compaction Quality Control,” Use of Geophysical Methods in Construction, Geotechnical Special Publication, No. 108,pp. 15-34. 23. Collins BD, Znidarcic D,(2004), Stability analyses of rainfall induced landslides. Journal of Geotechnical and Geoenvironmental Engineering 130(4) : 362-372. 24. Trigo RM, Zˆezere JL, Rodrigues ML, Trigo IF.,(2005),"The influence of the North Atlantic Oscillation on rainfall triggering of landslides near Lisbon", Natural Hazards 36: 331–354. 25. Shah, P. H. and Singh, D. N.,(2005), “Generalized Archie’s Law for Estimation of Soil Electrical Conductivity,” Journal of ASTM International, Vol. 2, No. 5, pp. 145-164. 26. M.H.Loke,(1991-2001),”2-D and3-D electrical imaging surveys.” 27. M.H.Loke,2001”1-D Resistivity, IP & SIP Inversion and forward modeling.”
摘要: 梨山老部落地滑區經調查推斷地滑的發生與地下水有關,行政院農委會水土保持局在此區域興建一座集水井,由於地電阻法在調查地下水方面有其的成效,故本實驗在集水井的上邊坡及邊坡處分別施測地電阻法,藉由電阻率變化來推估地下水的變化。 測線的布置以垂直坡向為主,由橫斷面的方式了解地下水分布,相同點位進行地電阻法的測量,包括兩部分:其一為集水井施工前差異降雨,其二則是集水井施工中各階段,藉由相同點位量測的結果產生的差異,再收集此區域的調查資料與地電阻法相互映證,最後即可研判地下水脈的路徑及集水井工程之效益。 研究結果顯示地電阻法適用於探查地下水脈和集水井的效益評估,也證實集水井為地下排水有效的方法;一維與二維的地電阻法併用,能夠增加數據解讀的準確性。
The substance of this experiment is to estimate the change of groundwater by the change rate of resistivity. Regarding to this experiment, the landslide of Old Tribal in Lishan is inferred from the groundwater. Therefore, owing to the distinguished results of researching the groundwater of the electrical resistivity method, this research is practiced the resistivity in upslope and downslope of drainage well which is made by Soil and Water Conservation Bureau in this area. In this research, to understand the location of groundwater through the cross section, we measured test line of vertical aspect by resistivity in the same lines. There are two differences of test line, one is the changes of amount of rainfall before the construction of drainage well, the other is to observe groundwater in each procedure of construction. Through the differences caused by the results of measuring and the data of investigation of this area then compare with the resistivity to get the route of groundwater and the benefit of project of drainage well. We proved these result, electrical resistivity method is applicable to groundwater research and drainage well effect. Comparing 1D exploration with 2D exploration is better for data interpretation.
URI: http://hdl.handle.net/11455/10199
其他識別: U0005-1008201218144600
文章連結: http://www.airitilibrary.com/Publication/alDetailedMesh1?DocID=U0005-1008201218144600
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