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http://tdr.lib.ntu.edu.tw/jspui/handle/123456789/28659完整後設資料紀錄
| DC 欄位 | 值 | 語言 |
|---|---|---|
| dc.contributor.advisor | 劉振宇 | |
| dc.contributor.author | Wei-Kaung Wang | en |
| dc.contributor.author | 王偉光 | zh_TW |
| dc.date.accessioned | 2021-06-13T00:16:04Z | - |
| dc.date.available | 2007-07-30 | |
| dc.date.copyright | 2007-07-30 | |
| dc.date.issued | 2007 | |
| dc.date.submitted | 2007-07-25 | |
| dc.identifier.citation | 江銘緯，地下水污染傳輸延散係數之研究，碩士論文，國立成功大
學資源工程研究所，台南，2002。 李維華，廣義泰勒延散理論於地下水之應用，碩士論文，國立台灣 大學農業工程研究所，台北，1993。 陳瑞昇，徑向收斂流場追蹤劑試驗延散效應之解析，博士論文，國 立台灣大學農業工程研究所，台北，1997。 經濟部水利署水利規劃試驗所，地下水質量傳輸模式之發展與現地 試驗研究總成果報告，台北，2005，第3-50 - 3-80頁。 Bear, J., Dynamics of fluids in porous media, New York: Elsevier, 1972. Bear, J., Hydraulics of Groundwater, New York: McGraw-Hill Inc, 1979. Bear, J., On the tensor form of dispersion in porous media, J. Geophy. Res., vol. 66, no. 4, 1961b, pp. 1185- 1197. Bear, J., Some experiments in dispersion, J. Geophy. Res., vol. 66, no. 8, 1961a, pp. 3455-2467. Benekos, I. D., O. A. Cirpka, and P. K. Kitanidis, Experimental determination of transverse dispersivity in a helix and a cochlea, Water Resour. Res., vol. 42, no.7, 2006, doi:10.1029/2005WR004712. Chen, J. S., C. S. Chen, H. S. Gau, and C. W. Liu, A two- well method to evaluate transverse dispersivity for tracer tests in a radially convergent flow field, J. Hydrol., vol. 223, no. 3-4, 1999, pp. 175-197. Chen, J. S., C. W. Liu, and C. P. Liang, Evaluation of longitudinal and transverse dispersivities/distance ratios for tracer test in a radially convergent flow field with scale-dependent dispersion, Adv. Water Resour., vol. 29, no. 6, 2006, pp. 887-898. Chen, J. S., C. W. Liu, H. T. Hsu, and C. M. Liao, A Laplace transform power series solution for solute transport in a convergent flow field with scale- dependent dispersion, Water Resour. Res., vol. 39, no. 8, 2003, doi:10.1029/2003WR002299. Chu, M., P. K. Kitanidis, and P. L. McCarty, Modeling microbial reactions subject to transverse mixing in porous media: When can the rates of microbial reaction be assumed to be instantaneous?, Water Resour. Res., vol. 41, no. 6, 2005, doi:10.1029/2004WR003495. Cirpka, O. A., Å. Olsson, Q. Ju, M. A. Rahman, and P. Grathwohl, Determination of transverse dispersion coefficients from reactive plume lengths, Ground Water, vol. 44, no. 2 , 2006, pp. 212-221. Domenico, P. A., and F. W. Schwartz, Physical and Chemical Hydrology, New York: John Wiley & Sons, 1990. Eberhardt, C., and P. Grathwohl, Time scales of organic contaminant dissolution from complex source zones: Coal tar pools versus blobs, J. Contam. Hydrol., vol. 59, no. 2, 2002, pp. 45-66. Fernández-Garcia, D., X. Sánchez-Vila, and T. H. Illangasekare, Convergent- flow tracer tests in heterogeneous media: Combined experimental- numerical analysis for determination of equivalent transport parameters, J. Contam. Hydrol., vol. 57, no. 1-2, 2004,pp. 129-145. Fetter, C. W., Applied Hydrology, New York: C. E. Merrill, 1988. Fiori, A., and G. Dagan, Concentration fluctuations in aquifer transport: A rigorous first-order solution and applications, J. Contam. Hydrol., vol. 45, no. 1, 2000, pp. 139-163. Freyberg, D. L., A natural gradient experiment on solute transport in a sand aquifer: 2. Spatial moments and the advection and dispersion of nonreactive tracers, Water Resour. Res., vol. 22, no. 13, 1986, pp. 2031-2046. Fried, J. J., Groundwater Pollution, Amsterdam: Elsevier Scientific, 1975. Gelhar, L. W., A. Mantoglou, C. Welty, and K. R. Rehfeldt, A review of field-scale physical solute transport processes in saturated and unsaturated porous media. Palo Alto, California: Electric Power Research Institute EPRI EA-4190 Project, 1985, pp. 2485-5. Gelhar, L. W., C. Welty, and K. C. Rehfeldt, A critical review of data on field-scale dispersion in aquifer, Water Resour. Res., vol. 28, no. 7, 1992, pp. 1955-1974. Guvanasen, V., and V. M. Guvanasen, An approximate semi- analytical solution for tracer injection tests in a confined aquifer with a radially convergent flow field and finite volume of tracer and chase fluid, Water Resour. Res., vol. 23, no. 8, 1987, pp. 1607-1619. Ham, P. A. S., R. J. Schotting, H. Prommer, and G. B. Davis, Effects of hydrodynamic dispersion on plume lengths for instantaneous bimolecular reactions, Adv. Water Resour., vol. 27, no. 8, 2004, pp. 803-813. Hoopes, J. A., and D. R. F. Harleman, Dispersion in radial flow from a recharge well, J. Geophy. Res., vol. 72, no. 14, 1967, pp. 3595-3607. Hsieh, P. A., A new formula for the analytical solution of the radial dispersion problem, Water Resour. Res., vol. 22, no. 11, 1986, pp. 1597-1605. Kapoor, V., and L. W. Gelhar, Transport in three- dimensionally heterogeneous aquifers: 1. Dynamics of concentration fluctuations, Water Resour. Res., vol. 30, no. 6, 1994, pp. 1775-1788. Kapoor, V., and P. K. Kitanidis, Concentration fluctuations and dilution in aquifers, Water Resour. Res., vol. 34, no. 5, 1998, pp. 181-1193. Kitanidis, P. K., The concept of the dilution index, Water Resour. Res., vol. 30, no. 7, 1994, pp. 2011-2026. LeBlanc, D. R., S. P. Garabedian, K. M. Hess, L. W. Gelhar, R. D. Quadri, K. G. Stollenwerk, and W. W. Wood, Large-scale natural gradient tracer test in sand and gravel, Cape Cod, Massachusetts: 1. Experimental design and observed tracer movement, Water Resour. Res., vol. 27, no. 5, 1991, pp. 895-910. Liedl, R., A. J. Valocchi, P. Dietrich, and P. Grathwohl, Finiteness of steady state plumes, Water Resour. Res., vol. 41, no.12, 2005, doi:10.1029/2005WR004000. McKenna, S. A., L. C. Meigs, and R. Haggerty, Tracer tests in a fractured dolomite: 3. Double-porosity, multiple- rate mass transfer processes in convergent flow tracer tests, Water Resour. Res., vol. 37, no. 5, 2001, pp. 1143-1154. Moench, A. F., Convergent radial dispersion: A Laplace transform solution for aquifer tracer testing, Water Resour. Res., vol. 25, no. 3, 1989, pp. 439-447. Neuman, S. P., and V. D. Federico, Multifaceted nature of hydrogeologic scaling and its interpretation, Review of Geophysics, vol. 41, no. 3, 2003, pp. 4-1 - 4-31. Neuman, S. P., Universal scaling of hydraulic conductivities and dispersivities in geologic media, Water Resour. Res., vol. 26, no. 8, 1990, pp. 1749-1758. Niemann, W. L., and C. W. Rovey, Comparison of hydraulic conductivity values obtained from aquifer pumping tests and conservative tracer test, Ground Water Monit. Remediat., vol. 20, no. 3, 2000, pp. 122-128. Novakowski, K. S., An evaluation of boundary conditions for one- dimensional solute transport, 1, Mathematical development, Water Resour. Res., vol. 28, no. 9, 1992a, pp. 2399-3225. Novakowski, K. S., An evaluation of boundary conditions for one- dimensional solute transport, 2, Column experiments, Water Resour. Res., vol. 28, no. 9, 1992b, pp. 2411-2423. Novakowski, K. S., The analysis of tracer test experiments conducted in divergent radial flow fields, Water Resour. Res., vol. 28, no. 12, 1992, pp. 3215-3225. Ogata, A., Theory of dispersion in a granular medium, Geological Survey Professional Paper, 1970, pp.411-I. Pfannkuch, H. O., Contribution a l’ etude des deplacements de fluiedes miscibles dans un milieu poreux, Rev. Inst. Fr. Petrole, vol. 18, 1963, pp. 215- 270. Pickens, J. F., and G. E. Grisak, Scale-dependent dispersion in a stratified granular aquifer, Water Resour. Res., vol. 17, no. 4, 1981, pp. 1191-1211. Ptak, T., M. Piepenbrink, and E. Martac, Tracer tests for the investigation of heterogeneous porous media and stochastic modelling of flow and transport - a review of some recent developments, J. Hydrol., vol. 294, no. 1-3, 2004, pp. 122-163. Ptak, T., and G. Teutsch, Forced and natural gradient tracer tests in a highly heterogeneous porous aquifer: Instrumentation and measurements, J. Hydrol., vol. 159, no. 1-4, pp. 79-104. Raven, K.G., K. S. Novakowski, and P. A. Lapcevic, Interpretation of field tracer tests of a single fracture using a transient solute storage model, Water Resour. Res., vol. 24, no. 12, 1988, pp. 2019-2032. Robbins, G. A., Methods for determining transverse dispersion coefficients of porous media in laboratory column experiments, Water Resour. Res., vol. 25, no. 6, 1989, pp. 1249-1258. Sauty, J. P., An analysis of hydrodispersive transfer in aquifer, Water Resour. Res., vol. 16, no. 1, 1980, pp. 145-158. Sauty, J. P., Contribution a l’identification des parameters de dispersion dans les aquiferes par interpretation des expériences de tracage, Ph.D. dissertation, Univ. Sci. et Med. et Inst. Natl.Polytech. de Grenoble, Grenoble, France, 1977. Schulze-Makuch, D., Longitudinal dispersivity data and implications for scaling behavior, Ground Water, vol. 43, no. 3, 2006, pp. 443-456. Tiedeman, C. R., and P. A. Hsieh, Evaluation of longitudinal dispersivity estimates from simulated forced- and natural-gradient tracer tests in heterogeneous aquifers, Water Resour. Res., vol. 40, no. 1, 2004, doi: 10. 1029/2003WR002401. Yeh, T. C. J., J. Mas-Pla, T. M. Williams, and J. F. McCarthy, Observation and three-dimensional simulation of chloride plumes in a sandy aquifer under forced- gradient conditions, Water Resour. Res., vol. 31, no. 9, 1995, pp. 2141-2157. | |
| dc.identifier.uri | http://tdr.lib.ntu.edu.tw/jspui/handle/123456789/28659 | - |
| dc.description.abstract | 本研究採用二維徑向收斂流場之追蹤劑試驗傳輸數學模式，包括常數延散模式 (constant dispersivity model, CDM)及尺度延散模式 (scale-dependent dispersivity model, SDM)，分析輔英科技大學、雲林科技大學及喬治城試驗場址之現地追蹤劑試驗之數據資料，藉由抽水井之突破曲線 (breakthrough curves)推求縱向延散係數 (longitudinal dispersivity, αL)，並由觀測井之突破曲線求得橫向延散係數 (transverse dispersivity, αT)，推算延散係數之尺度效應 (scale-dependent)及探討數學模式之適用性。由套配結果可得知縱向延散度符合 之關係式，且延散具有尺度相關性，因此模擬污染物傳輸時，將延散度視為常數並不恰當；橫向延散度套配採用各觀測井不同深度之濃度平均值進行套配，其均值之t-test檢定結果顯示在95 % 信賴區間，雲林科大注入井至4號井及喬治城注入井至21號至28號井其不同深度之濃度平均值與各井不同深度之濃度套配平均值無顯著差異 ( p-value > 0.05)，故可將該等追蹤劑所流經之含水層視為均質。經數學模式應用於現地追蹤劑試驗之數據分析，可對試驗場址水文地質條件、追蹤劑移動方式及探討試驗場址之異質程度有進一步瞭解，因此可作為日後設計與分析均質含水層追蹤劑試驗之參考指引。 | zh_TW |
| dc.description.abstract | This study adopted a two-dimensional mathematical model, including constant dispersivity model (CDM) and scale-dependent dispersivity model (SDM), to describe solute transport in a radially convergent flow field. This model was to determine the longitudinal dispersivities, transverse dispersivities and scale-dependent dispersion effects, by fitting breakthrough curves of extraction well and observation well in a field tracer test. Data of three different field convergent radial tracer tests including Fooyin University, Yunlin Universuty of Science & Technology, and George Town field were used to explore the scale dependent effect on longitudinal dispersivities. The results of the longitudinal dispersivities estimated in this study agree with the relation of the product of the Peclet number and the dispersivity/distance ratio (Pe × eL=4). Dispersivity increases with solute transport distance, indicating that the longitudinal dispersivities treated as constants is not suitable in the modeling of solute transport in groundwater systems. The t-test is used to evaluate the means of the breakthrough curves of observation well #4 in Yunlin Universuty of Science & Technology field and observation well #21, 28 in George Town field. The results show that the transverse dispersivities calculated by averaged concentrations of breakthrough curves are similar to those calculated by concentrations of breakthrough curves with various depths under 95 % confidence interval ( p-value > 0.05). Hence, the formation of three tracer tests can be regarded as a homogeneous aquifer. Moreover, the SDM mathematical model is suitable for the analyses of field tracer tests of the homogeneous aquifer. | en |
| dc.description.provenance | Made available in DSpace on 2021-06-13T00:16:04Z (GMT). No. of bitstreams: 1 ntu-96-R94622042-1.pdf: 3464123 bytes, checksum: 76577307386549eaf8dcc8ad39dfa324 (MD5) Previous issue date: 2007 | en |
| dc.description.tableofcontents | 摘要 i
Abstractii 目錄 iii 表目錄v 圖目錄vi 符號說明ix 第一章 前言1 1.1研究動機1 1.2研究目的1 第二章 文獻回顧3 2.1地下水追蹤劑試驗3 2.1.1自然梯度追蹤劑試驗3 2.1.2強制梯度追蹤劑試驗3 2.2地下水延散度4 2.2.1縱向延散度4 2.2.2橫向延散度5 2.3延散之尺度效應6 第三章 研究方法8 3.1地下水溶質傳輸機制8 3.1.1移流8 3.1.2分子擴散8 3.1.3機械延散9 3.1.4地下水溶質傳輸方程式11 3.2 均質二維徑向收斂流場之追蹤劑試驗傳輸數學模式14 3.2.1常數延散模式16 3.2.2尺度延散模式16 第四章 案例研究 4.1案例研究-輔英科技大學場址21 4.1.1 試驗場址介紹21 4.1.2 儀器準備23 4.1.3追蹤劑之選擇25 4.1.4試驗過程26 4.1.5試驗數據分析28 4.1.6模式之應用 32 4.1.7討論34 4.2案例研究-雲林科技大學場址34 4.2.1 試驗場址介紹34 4.2.2 試驗過程35 4.2.3試驗數據分析36 4.2.4模式之應用 39 4.2.5討論43 4.3案例研究-喬治城試驗場址 44 4.3.1 試驗場址介紹45 4.3.2 試驗過程45 4.3.3 試驗數據分析46 4.3.4 模式之應用50 4.3.5 討論61 4.4綜合討論62 第五章 結論與建議66 5.1結論66 5.2建議66 參考文獻67 附錄A 輔英科大場址水井監測紀錄表71 附錄B 雲林科大場址套配圖75 附錄C 喬治城場址套配圖78 | |
| dc.language.iso | zh-TW | |
| dc.subject | 均質含水層 | zh_TW |
| dc.subject | 追蹤劑試驗 | zh_TW |
| dc.subject | 尺度效應 | zh_TW |
| dc.subject | 縱向延散度 | zh_TW |
| dc.subject | 橫向延散度 | zh_TW |
| dc.subject | tracer test | en |
| dc.subject | homogeneous aquifer | en |
| dc.subject | transverse dispersivities | en |
| dc.subject | longitudinal dispersivities | en |
| dc.subject | scale-dependent effect | en |
| dc.title | 徑向收斂流場下延散效應之分析 | zh_TW |
| dc.title | Analysis of Dispersion Effects in a Radially Convergent Flow Field | en |
| dc.type | Thesis | |
| dc.date.schoolyear | 95-2 | |
| dc.description.degree | 碩士 | |
| dc.contributor.oralexamcommittee | 陳世裕,陳瑞昇,張誠信,高華聲 | |
| dc.subject.keyword | 追蹤劑試驗,尺度效應,縱向延散度,橫向延散度,均質含水層, | zh_TW |
| dc.subject.keyword | tracer test,scale-dependent effect,longitudinal dispersivities,transverse dispersivities,homogeneous aquifer, | en |
| dc.relation.page | 70 | |
| dc.rights.note | 有償授權 | |
| dc.date.accepted | 2007-07-27 | |
| dc.contributor.author-college | 生物資源暨農學院 | zh_TW |
| dc.contributor.author-dept | 生物環境系統工程學研究所 | zh_TW |
| 顯示於系所單位： | 生物環境系統工程學系 | |
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