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  1. NTU Theses and Dissertations Repository
  2. 理學院
  3. 地質科學系
請用此 Handle URI 來引用此文件: http://tdr.lib.ntu.edu.tw/jspui/handle/123456789/55533
完整後設資料紀錄
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dc.contributor.advisor賈儀平
dc.contributor.authorWan-Chen Chanen
dc.contributor.author詹宛真zh_TW
dc.date.accessioned2021-06-16T04:07:51Z-
dc.date.available2019-09-03
dc.date.copyright2014-09-03
dc.date.issued2014
dc.date.submitted2014-08-26
dc.identifier.citation宋政輝(2012)裂隙岩體破裂面參數與滲透性調查技術之研究:國立台北科技大學資源工程研究所碩士論文,共152頁。
李在平(2012)熱脈衝流速儀試驗與地層透水性分布之研究:國立台灣大學地質科學研究所博士論文,共177頁。
林宏奕(1999)破裂岩體優勢水流路徑之研究:國立成功大學資源工程研究所博士論文,共135頁。
洪志雄(2007)奈米複合金屬製備及其對土壤/地下水汙染整治應用之研究:國立中山大學環境工程研究所博士論文,共126頁。
倪紹虎、何世海、汪小剛、呂慷(2012)裂隙岩體滲流的優勢水力路徑:四川大學學報(工程科學版),第44卷第6期,第108-115頁。
陳重諭(2007)表面改質之奈米零價鐵對地下水DNAL汙染物現址整治之研究:元智化學工程與材料學學系碩士論文,共285頁。
劉雅瑄(2006)零價鐵表面改質對水中硝酸鹽還原脫硝反應之影響:國立台灣大學環境工程研究所博士論文,共151頁
Abelin, H., Birgersson, L., Widen, H., Argen, T., Moreno, L., Neretnieks, I., 1994. Channeling experiments in crystalline fractured rocks. Journal of Contaminant Hydrology 14, pp. 129-158.
Bockelmann, A., Zamfirescu, D., Ptak, T., Grathwohl, P., Teutsch, G., 2003. Quantification of mann fluxes and natural attenuation rates at an industrial site with a limited monitoring network: a case study. Journal of Contaminant Hydrology 60, pp. 97-121.
Boggs, J.M., Young, S.C., Beard, L.M., Gelhar, L.W., Rehfeldt, K.R., Adams, E.E., 1992. Field Study of Dispersion in a Heterogeneous Aquifer 1. Over and Site Description. . Water Resources Research 28(12), pp. 3281-3291.
Carleton,G.B., Welty,C., Buxton, H.T.,1999. Design and analysis of tracer tests to determine effective porosity and dispersivity in fractured sedimentary rocks, Newark Basin, New Jersey. USGS Water-Resources Investigations Report, pp. 98-4126A.
Dahan, O., Nativ, R., Adar, E.M., Berkowitz, B., Weisbrod, N., 2000. On fracture structure and preferential flow in unsaturated chalk. Ground Water 38(3), pp. 444-451.
Dijk, P., Berkowitz, B., 1999. Investigation of flow in water-saturated rock fractures using nuclear magnetic resonance imaging(NMRI). Water Resources Research 40.
Kung, K-J.S., 1990. Preferential flow in a sandy vadose zone: 1. Field observation. Geoderma 46, pp. 51-58.
Theis, C.V., 1952. The relation between the lowering of the piezometric surface and the rate and duratuin of discharge of a well using ground water storage. Ground water notes Hydrology 5.pp.1-10.
McLaren, R.G., Forsyth, P.A., Sudicky, E.A., VanderKwaak, J.E., Schwartz, F.W., Kessler, J.H., 2000. Flow and transport in fracture tuff at Yucca Mountain: numerical experiments on fast preferential flow mechanisms. Journal of Contaminant Hydrology 43, pp. 211-238.
Ptak, T., Piepenbrink, M., Martac, E., 2004. Tracer tests for the investigation of heterogeneous porous media and stochastic modelling of flow and transport- a review of some recent developments. Journal of Hydrology 294, pp. 122-163.
Pruess, k., 1998. On water seepage and fast preferential flow in heterogeneous, unsaturated rock fractures. Journal of Contaminant Hydrology 30, pp. 333-362.
Zhang, W-X., 2003. Nanoscale iron particles for environmental remediation: An overview. Journal of Nanoparticle Research 5: 323–332.
Zhang, K., Wu, Y-S., Bodvarsson, G.S., Liu, H-H., 2004. Flow Focusing in Unsaturated Fracture Networks: A numerical Investigation. Vadose Zone Journal 3, pp. 624-633.
Zhao, J., 1998. Rock mass hydraulic conductivity of the Bukit Timah granite, Singapore. Engineer Geology 50, pp. 211-216.
dc.identifier.urihttp://tdr.lib.ntu.edu.tw/jspui/handle/123456789/55533-
dc.description.abstract裂隙岩層中地下水流及汙染傳輸主要受控於少數的透水性較佳的裂隙,然而裂隙水流分布複雜,調查極為不易。岩芯分析與傳統井測不易判釋透水裂隙,而水力試驗難以估算裂隙的水文地質參數,常用的示蹤劑試驗在裂隙岩層中經常失靈,因此本研究嘗試整合運用複井水力試驗、熱脈衝流速儀量測及示蹤劑試驗,在研究井場進行現地試驗,探討偵測裂隙岩層中優勢水流路徑的方法,期能對岩層地下水資源調查與地下水污染傳輸過程等議題,建立有效的調查方式。
本研究之試驗井場位於南投縣信義鄉台大實驗林和社營林區內,鑽取的岩芯主要是輕度變質的頁岩或粉砂岩,岩層多處呈現破裂,地表裂隙調查指出井場附近的砂岩層至少存在三組裂隙。本研究首先進行熱脈衝流速試驗,偵測各個井孔中透水性較佳的岩層裂隙所在位置,試驗結果指出岩層中裂隙的透水性與裂隙密度大小並無絕對關係。然後進行複井抽水試驗,確認井孔之間的水力連通程度,再依據水力試驗所得之初步調查結果,選取水力連通性較佳的兩個井孔進行示蹤劑試驗。繼而改良過去的示蹤劑試驗方法及材料,分別使用奈米鐵及氯化鈉水溶液,運用灌注方式製造強制流場,調查井孔之間岩層裂隙水力連通性。研究結果發現,氯化鈉示蹤劑可以證實兩個井孔的水力連通性,然而氯化鈉的高擴散性難以定位透水裂隙所在;具磁性的奈米鐵示蹤劑,則可成功偵測出監測井與投注井水力連通裂隙的位置,因此奈米鐵示蹤劑試驗材料與方法有潛力發展成為未來調查岩層優勢地下水流路徑工具之一。
zh_TW
dc.description.abstractGroundwater flow in the fractured rock is mainly controlled by a few permeable fracture. Core analysis and acoustic televiewer can be used to examine the fracture density and orientation, but difficult to characterize whether rock fractures are permeable. In this study, we integrate a variety of field tests, including tracer test, hydraulic test, and heat-pulse flowmeter test, to locate the permeable fractures and to detect the hydraulic connections between boreholes.
The field study was conducted at Heshe hydrogeological experimental well station in central Taiwan. There are eight test wells and two observation wells at the site where the in-situ rock below the overburden is primarily shale and siltstone. Surface geological survey shows three sets of joint planes. In order to detect the preferential pathway of groundwater flow, heat-pulse flowmeter measurement was adopted to identify the depth of permeable fractures in the boreholes. It was followed by the multi-well pumping test for investigating the hydraulic connectivity between these wells. The tracer tests were then used to detect the hydraulic connectivity of permeable fractures between two wells. By injecting saltwater or nano zero-valent iron into one well, it is possible to detect the variation of tracer in the nearby wells. We found nano zero-valent iron adsorbed by a magnet array in the detection well in two tracer tests. The adsorbed nano iron can specifically locate the position of permeable fractures connecting to the injection well. Our study results show that the nano iron tracer test is a potential useful tool to investigate the preferential groundwater flow in the fractured rock.
en
dc.description.provenanceMade available in DSpace on 2021-06-16T04:07:51Z (GMT). No. of bitstreams: 1
ntu-103-R00224212-1.pdf: 2404101 bytes, checksum: 96f15f60f50018816f69d78d98890fa1 (MD5)
Previous issue date: 2014
en
dc.description.tableofcontents口試委員會審定書 #
致謝 i
摘要 ii
目錄 iv
第一章 前言 1
1.1 研究動機及目的 1
1.2 文獻回顧. ..1
第二章 示蹤劑 3
2.1 奈米鐵示蹤劑 3
2.1.1 奈米鐵示蹤劑的製備 3
2.1.2 奈米鐵示蹤劑物理及化學性質 6
2.1.3 奈米鐵示蹤劑試驗設計方法 7
2.2 氯化鈉示蹤劑 9
2.2.1 氯化鈉示蹤劑的製備 9
2.2.2 氯化鈉示蹤劑物理及化學性質 9
2.2.3 氯化鈉示蹤劑試驗設計方法 9
第三章 和社水文地質試驗井場 10
3.1 地質背景.. 10
3.2 複井抽水試驗 15
3.2.1 四號井複井抽水試驗結果 16
3.2.2 三號井複井抽水試驗結果 18
3.3 前期地質調查資料分析 20
3.3.1 三號井 21
3.3.2 四號井 22
3.3.3 六號井 23
3.3.4 七號井 24
3.3.5 八號井 25
第四章 和社井場示蹤劑試驗 27
4.1 B井群示蹤劑試驗 27
4.1.1 示蹤劑試驗規劃 27
4.1.2 奈米鐵示蹤劑試驗結果 30
4.1.2.1 水位變化 30
4.1.2.2 電導率變化 31
4.1.2.3磁鐵陣列吸附量 33
4.2 A井群示蹤劑試驗設計與結果 34
4.2.1 示蹤劑試驗規劃 34
4.2.2 氯化鈉示蹤劑試驗 36
4.2.2.1 水位變化 36
4.2.2.2 電導率變化 37
4.2.3 奈米鐵示蹤劑試驗 39
4.2.3.1 水位變化 39
4.2.3.2 電導率變化 40
4.2.3.3 磁鐵陣列吸附量 42
4.3 示蹤劑試驗結果分析與解釋 43
4.3.1 B井群示蹤劑試驗分析 43
4.3.2 A井群示蹤劑試驗分析 45
4.3.3 氯化鈉與奈米鐵示蹤劑試驗比較 47
第五章 討論 50
5.1 反向示蹤劑試驗結果 50
5.2 示蹤劑阻塞裂隙及沉降效應 53
5.2.1 三號井複井抽水試驗 53
5.2.2 室內奈米鐵示蹤劑試驗 55
第六章 結論與建議 58
參考文獻 60
dc.language.isozh-TW
dc.subject奈米鐵zh_TW
dc.subject示蹤劑試驗zh_TW
dc.subject裂隙岩層zh_TW
dc.subject地下水zh_TW
dc.subjectGroundwater flowen
dc.subjectfractured rocken
dc.subjecttracer testen
dc.subjectnano zero-valent iron.en
dc.title應用示蹤劑試驗調查裂隙岩層中優勢地下水流路徑zh_TW
dc.titleTracer Tests in the Fractured Rock
for Investigating Groundwater Flow Pathway
en
dc.typeThesis
dc.date.schoolyear102-2
dc.description.degree碩士
dc.contributor.oralexamcommittee鄧茂華,劉雅瑄,邱永嘉
dc.subject.keyword裂隙岩層,地下水,示蹤劑試驗,奈米鐵,zh_TW
dc.subject.keywordfractured rock, Groundwater flow,tracer test,nano zero-valent iron.,en
dc.relation.page62
dc.rights.note有償授權
dc.date.accepted2014-08-26
dc.contributor.author-college理學院zh_TW
dc.contributor.author-dept地質科學研究所zh_TW
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