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| DC 欄位 | 值 | 語言 |
|---|---|---|
| dc.contributor.advisor | 譚義績(Yih-Chi Tan) | |
| dc.contributor.author | Po-Chia Chen | en |
| dc.contributor.author | 陳柏嘉 | zh_TW |
| dc.date.accessioned | 2021-06-17T03:21:55Z | - |
| dc.date.available | 2028-12-31 | |
| dc.date.copyright | 2018-06-26 | |
| dc.date.issued | 2018 | |
| dc.date.submitted | 2018-06-20 | |
| dc.identifier.citation | Akpofure, E. T., James A. L., and Alexander H. D. C. (1984). “Boundary integral solution to seawater intrusion into coastal aquifers.” Water Resour. Res., 20(8), 1150–1158.
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Razark, and P. Krivic (1984), Survey of a coastal karstic aquifer by analysis of the effect of karst of Slovenia, Yugoslavia,Environ. Geol. Water Sci., 6, 103 – 109, doi:10.1007/BF02509916. Ferris J.G. (1951). “Cyclic Fluctuations of Water Level as a basis for Determining Aquifer Transmissibility.” Int. Assoc. Sci. Hydrol., 33, 148-155. Farrell E. R. (1994). “Analysis of groundwater flow through leaky marine retaining structures.” Geotechnique, 44, 255-26. Gregg D. O. (1966). “An analysis of groundwater fluctuations caused by ocean tides in Glynn County.” Georgia. Ground Water, 4(3), 24-32. Jacob C. E. (1950). Flow of groundwater, in Engineering Hydraulics, edited by H. Rouse, John, Wiley, New York, 321-86. Jeng D. S., Li L., and Barry D. A. (2002). “Analytical solution for tidal propagation in a coupled semi-confined/phreatic coastal aquifer.” Adv. Water Resour., 25(5), 577-584. Jiao J. J., and Tang Z. (1999). “An analytical solution of groundwater response to tidal fluctuation in a leaky confined aquifer.” Water Resources Research, 35(3), 747-751. Jiao J. J., and Tang Z. (2001). Reply to comment by Volker R. E., and Zhang Q. on “An analytical solution of groundwater response to tidal fluctuation in a leaky confined aquifer.” by Jiao J. J., and Tang Z., Water Resour. Res., 37(1), 187-188. Li G., and Chen C. (1991a). “Determining the length of confined aquifer roof extending under the sea by the tidal method.” Journal of Hydrology, 123, 97-104. Li G., and Chen C. (1991b). “The determination of the boundary of confined aquifer extending under the sea by analysis of groundwater level fluctuations.” Earth Sciences-Journal, China University of Geosciences, 16(5), 581-589 (in Chinese). Li, H., and Q. C. Yang (2000), A least-squares penalty method algorithm for the inverse problem of steady state aquifer models, Adv. Water Resour., 23, 867 – 880, doi:10.1016/S0309-1708(00)00018-X Li H., and Jiao J. J. (2001a). “Tide-induced groundwater fluctuation in a coastal leaky confined aquifer system extending under the sea.” Water Resour. Res., 37(5), 1165-1171. Li H., and Jiao J. J. (2001b). “Analytical studies of groundwater-head fluctuation in a coastal confined aquifer overlain by a leaky layer with storage.” Adv. Water Resour., 24(5), 565-573. Li, H., and J. J. Jiao (2002a), Analytical solutions of tidal groundwater flow in coastal two-aquifer system, Adv. Water Resour., 25, 417 – 426, doi:10.1016/S0309-1708(02)00004-0. Li, H., and J. J. Jiao (2002b), Tidal groundwater level fluctuations in L-shaped leaky coastal aquifer system, J. Hydrol., 268, 234 – 243, doi:10.1016/S0022-1694(02)00177-4. Li L., Barry D. A., and Jeng D. S. (2001). “Tidal fluctuations in a leaky confined aquifer: Dynamic effects of an overlying phreaticn aquifer.” Water Resour. Res., 37, 1095-1098. 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Journal of Hydrology, 337, 249– 257.0 | |
| dc.identifier.uri | http://tdr.lib.ntu.edu.tw/jspui/handle/123456789/69636 | - |
| dc.description.abstract | 近年來隨著沿海都市的快速發展及人口急速增加，用水量與日俱增。人類活動、農業灌溉水和水產養殖皆須仰賴大量的抽水。地下水位的變化導致沿海地區種種問題，例如：地層下陷、地下水鹽化和海水入侵。因此，沿海地下水解析解於1950年開始，國內外專家針對沿海地區受海潮波動影響地下水位之關聯性探討進行一系列研究。
為了精進解析解的真實性，本研究發展二維任意傾斜含水層解析解之通解，用以描述河口地區自由含水層和拘限含水層系統中水位受海潮波動的變化，同時考量人為因素導致之水文地質條件改變及含水層系統水文地質參數非等向性，使模式更趨於實際情形。研究已完成其可行性，並以此模式探討河口地區於不同水文地質情況和土壤特性，沿海滲漏含水層系統之地下水位動態變化。 | zh_TW |
| dc.description.abstract | In recent years the urban and industrial developments near the coastal area are rapid and therefore the associated population grows dramatically. More and more water demand for human activities, agriculture irrigation, and aquaculture relies on heavy pumping in coastal area. The decline of groundwater table may result in the problems of seawater intrusion and/or land subsidence.
This study aims at developing a general analytical solution describing the head fluctuations in a 2D estuarine inclined aquifer system consisted of an unconfined aquifer, a confined aquifer, and an aquitard between them. Both the confined and unconfined aquifers are considered to be anisotropic. The solutions mentioned above will be shown to be special cases of the present solution. Some hypothetical cases regarding the head fluctuation in costal aquifers will be made to investigate the dynamic effects of water table fluctuation, hydrogeological conditions, and characteristics of soil on the groundwater level fluctuations in the 2D estuarine leaky aquifer system. | en |
| dc.description.provenance | Made available in DSpace on 2021-06-17T03:21:55Z (GMT). No. of bitstreams: 1 ntu-107-D00622005-1.pdf: 8993837 bytes, checksum: be569ab3ca1aeac3d5df099159eda966 (MD5) Previous issue date: 2018 | en |
| dc.description.tableofcontents | 誌謝 I
摘要 II Abstract III 目錄 IV 圖目錄 VII 表目錄 X 符號表 XI 第一章 緒論 1 1.1 研究動機 1 1.2 研究目的 2 1.3 研究流程 3 第二章 文獻回顧 5 2.1 過去沿海地區潮汐作用地下水位動態特徵研究 5 2.2 沿海地區受潮汐影響之含水層解析解研究 6 第三章 理論與發展 9 3.1 達西定律 9 3.2 一維均質等向滲漏單層水平含水層解析解 9 3.3 一維均質等向多層滲漏含水平水層解析解 12 3.4 二維均質等向非滲漏單層水平含水層解析解 15 3.5 二維均質等向單層滲漏水平含水層解析解 17 3.6 前人研究總整理(海潮引致下沿海地下水水平含水層解析解) 18 第四章 數學理論及解析解發展 20 4.1 地下水流方程式 20 4.2 杜布假設(Dupuit–Forchheimer assumptions)與Boussinesq Equation 22 4.3 本研究發展二維均質非等向多層滲漏傾斜含水層解析解 25 4.3.1 地下含水層概念模型 25 4.3.2 模式假設與邊界條件設定 26 4.3.3 本研究二維傾斜含水層解析解 27 4.3.4 二維滲漏水平含水層解析解 32 4.3.5 模式驗證(Jiao and Tang, 1999、Jeng et al., 2002和Chen et al., 2016) 36 4.3.6 本研究發展二維水平滲漏拘限含水層解析解(二感潮河段影響) 39 第五章 結果與討論 42 5.1 單層二感潮河段對含水層地下水水頭影響 42 5.2 考慮含水層滲漏現象(Leakage)對自由含水層及拘限含水層之影響 45 5.3 考慮滲漏現象(L=1/day, 0.2/day)對任意角度拘限含水層之影響 48 5.4 探討因海潮引致自由含水層對拘限含水層內地下水位變動(Fluctuation)之影響 49 5.5 探討水文地質變化對含水層水位受海潮振盪(Amplitude)之影響 51 5.5.1含水層非等向性對自由及拘限含水層水位變動的影響考慮水平含水層 51 5.5.2含水層非等向性(T1x/T2x)對自由及拘限含水層水位變動的影響考慮傾斜含水層 52 5.5.3 含水層非等向性(S1/S2)對自由及拘限含水層水位變動的影響考慮傾斜含水層 57 5.6 探討水文地質變化對自由含水層和拘限含水層水位振波的時間滯差(Time lag)之影響 59 5.6.1 自由含水層之時間滯差滲漏與斜角關係 59 5.6.2 自由含水層時間滯差之非等向(T1X/T2x)與斜角關係 60 5.6.3 自由含水層時間滯差之非等向(T1y/T2y)與斜角關係 62 5.6.4 自由含水層時間滯差之水文地質參數與斜角關係 63 5.6.5 拘限含水層時間滯差之非等向與(T1x/T2x)斜角關係 64 5.6.6 拘限含水層時間滯差之非等向(T1y/T2y)與斜角關係 64 5.6.7 拘限含水層時間滯差之水文地質參數(S1/S2)與斜角關係 66 5.7 自由含水層與拘限含水層非等向性與滲漏之關係 67 5.8 自由含水層與拘限含水層沿感潮河段方向之受海潮振幅波傳遞情形 69 5.8.1 自由含水層y方向上的振幅滲漏與斜角關係 69 5.8.2 拘限含水層y方向上的振幅滲漏與斜角關係 70 5.9 探討不同含水層傾斜角度對自由含水層與拘限含水層水位變動的影響(考慮非等向性) 72 5.10 探討拘限含水層水位變化是否需考量自由含水層水位互制影響 78 5.11 一維與二維地下水解析解對自由含水層及拘限含水層的異同 79 第六章 結論與建議 81 6.1 結論 81 6.2 建議 81 參考文獻 83 作者簡歷 87 榮譽事蹟 88 | |
| dc.language.iso | zh-TW | |
| dc.subject | 沿海含水層 | zh_TW |
| dc.subject | 解析解 | zh_TW |
| dc.subject | 滲漏拘限含水層 | zh_TW |
| dc.subject | 傾斜含水層 | zh_TW |
| dc.subject | coastal aquifer | en |
| dc.subject | leaky confined aquifer | en |
| dc.subject | inclined aquifers | en |
| dc.subject | analytical solution | en |
| dc.title | 沿海地區地下水理論解析之研究 | zh_TW |
| dc.title | The Research of Groundwater Analytical Solution in Coastal Area | en |
| dc.type | Thesis | |
| dc.date.schoolyear | 106-2 | |
| dc.description.degree | 博士 | |
| dc.contributor.oralexamcommittee | 陳主惠(Chu-Hui Chen),羅偉誠(Wei-Cheng Lo),余化龍(Hwa-Lung Yu),賴進松(Jihn-Sung Lai) | |
| dc.subject.keyword | 解析解,沿海含水層,滲漏拘限含水層,傾斜含水層, | zh_TW |
| dc.subject.keyword | analytical solution,coastal aquifer,leaky confined aquifer,inclined aquifers, | en |
| dc.relation.page | 88 | |
| dc.identifier.doi | 10.6342/NTU201801014 | |
| dc.rights.note | 有償授權 | |
| dc.date.accepted | 2018-06-21 | |
| 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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