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完整後設資料紀錄
DC 欄位 | 值 | 語言 |
---|---|---|
dc.contributor.advisor | 譚義績 | |
dc.contributor.author | Wei Li | en |
dc.contributor.author | 李威 | zh_TW |
dc.date.accessioned | 2021-06-08T01:59:11Z | - |
dc.date.copyright | 2016-07-04 | |
dc.date.issued | 2016 | |
dc.date.submitted | 2016-06-27 | |
dc.identifier.citation | 1. Zaher M.A, Jun Nishijima, Yasuhiro Fujimitsu, Sachio Ehara, 2011, Assessment of low-temperature geothermal resource of Hannam Faraun hot spring,Sinai Peninsula,Egypt, Thirty-Sixth Workshop on Geothermal Reservoir Engineering, Stanford University, Stanford, California, SGP-TR-191.
2. Kühn M. and H. Stofen (2005), A reactive flow model of the geothermal reservoir Waiwera, New Zealand, Hydrogeology Journal, 13, 606-626. 3. Pruess, K., Oldenburg, C., and Moridis, G., “TOUGH2 User’s Guide, Version 2.0” Lawerence Berkeley National Laboratory Report LBNL 43134 UC-400, CA., 1999. 4. J.Florian Wellmann, Adrian Croucher, Klaus Regenauer-Lieb, 2012, “Python scripting libraries for subsurface fluid and heat flow simulations with TOUGH2 and SHEMAT”, Computers & Geosciences, Volume 43, Pages 197-206. 5. Carlos Vásquez, Cristián Ortiz , Francisco Suárez, José F. Muñoz, 2013, “Modeling flow and reactive transport to explain mineral zoning in the Atacama salt flat aquifer, Chile”, Journal of Hydrology, Volume 490, Pages 114-125. 6. Neitsch et al., 2009, SWAT theorical document. 7. Christoph Clauser, 2003, Numerical Simulation of Reactive Flow in Hot Aquifers. 8. Adrian, B., “Heat transfer”, Josh Wiley & Sons, Inc., New York, 1993. 9. Knauss, J. A., 1997. Introduction to Physical Oceanography. Second Edition. Prentice-Hall, New Jersey. 2 pp. 10. Franklin W. Schwartz, and Hubao Zhang,2003, Fundamentals of ground water, John Wiley & Sons, New York. 11. 陳肇夏,2000,蘇澳冷泉的調查研究,經濟部中央地質調查所彙刊第十三號,第1-23頁。 12. 謝平成,褚思穎,2008,後龍溪流域逕流係數與逕流曲線之研究,水土保持學報。 13. 蔡瑞杉,陳宇文,張良正,張竝瑜,江崇榮,黃智昭,2012,屏東平原地下水重要補注區及保育區範圍評估,中國土木水利工程學刊第24卷第4期,第393 – 403頁。 14. 龔文瑞,2013,由河川流量評估河川消退特徵與地下水補注量,國立成功大學資源工程系碩士論文。 15. 徐年盛,江崇榮,汪中和,劉振宇,劉宏仁,黃建霖,2011,地下水系統水平衡分析與補注源水量推估之研究,中國土木水利工程學刊第23卷第4期,第347-357頁。 16. 潘丁平,2011,以SWAT模式評估土地利用變遷對河川流量及泥沙產量的影響-以Phu Luong集水區為例,國立屏東科技大學熱帶農業暨國際合作系博士論文。 17. 初京剛,張馳,周惠成,2011,SWAT與MODFLOW模型耦合的接口及框架結構研究及應用,中國地理科學進展,第30卷第3期。 18. 林啟文,高銘健,1997,五萬分之一臺灣地質圖及說明書-圖幅第十六號蘇澳,經濟部中央地質調查所。 19. 工業技術研究院,2003,蘇澳冷泉資源調查與保護計畫第一階段總結報告。 20. 工業技術研究院,2005,蘇澳冷泉資源調查與保護計畫第二階段總結報告。 21. 周家慧,2009,礁溪地區溫泉人工補注之研究,國立成功大學資源工程學系碩士論文。 22. 郭偉萍,2008,知本地區溫泉資源調查分析之研究,國立成功大學資源工程研究所碩士論文。 23. 林聖婷,2012, 濁水溪沖積扇補注量與抽水量空間分佈模式建立,國立台灣大學土木工程學研究所碩士論文。 24. 宜蘭縣政府,2010,宜蘭縣溫泉區管理計畫。 25. 經濟部水利署,2013,台灣溫泉監測年報。 26. 經濟部水利署,2014,台灣溫泉監測年報。 27. 宜蘭縣政府,2014,修訂宜蘭縣溫泉區管理計畫。 | |
dc.identifier.uri | http://tdr.lib.ntu.edu.tw/jspui/handle/123456789/19441 | - |
dc.description.abstract | 台灣蘇澳冷泉早在日治時期即做為泡澡使用外,更曾被開發作為氣泡水。到了民國74年陸續規劃各式浴池並建闢觀光遊憩區,近年來更有數次調查研究,並持續監測水位水溫變化以期長期經營利用。蘇澳冷泉因其泉水中富含游離二氧化碳,浸泡冷泉有助於人體心血管的循環,且因全年維持22℃的特性,除了冬天適合浸泡外,夏天也因涼爽的溫度而比溫泉更能吸引遊客前來。
然而隨著冷泉區的蓬勃發展,我們需要注意抽用過度的問題。本研究探討蘇澳冷泉區域地降雨入滲對於水位水溫的影響,以及分析不同抽水比例對於水位與水溫的影響,並以永續經營觀點從中推估合理抽水量。研究中先以SWAT模式來模擬有效入滲量,藉由土地利用、土壤地質、地表高程、河川水系與氣象資料輸入模式內求得有效入滲量後,配合水文地質與熱傳參數作為SHEMAT模式的參數設定值,並在模型上加入可能破裂帶位置、抽水及自湧位置、邊界與初始條件後,模擬溫泉水位及水溫之變化。 模式模擬結果之校正與驗證以經濟部水利署台灣溫泉監測季報中蘇澳冷泉2013年至2014年水位水溫觀測值作為比較分析之依據。入滲之自湧量校正值趨勢與降雨入滲趨勢相符,而水位水溫模擬結果以未抽水使用的溝邊井最為良好,冷泉公園井次之,瓏山林則受到模擬深度以外之深層抽水井影響僅在趨勢變化上符合。另調整抽水量對水位水溫之影響分析,可發現抽水比例增加皆會降低三口監測井水位及水溫,而藉由希爾法分析本研究認為合理抽水量應為1409 CMD,然分析上僅考量2013年的抽水量評估,對於不同年份有其不確定性存在。最後本研究分析有無入滲對於水位與水溫的變化,在有入滲情況下,於冬季豐水期時可提高水位0.8至1.1公尺;夏季時則提高0.13至0.4公尺。至於水溫部分在有入滲情況下會使得溫度降低,冷泉公園井平均約降0.016℃、溝邊井降0.006℃、瓏山林井降0.007℃。 | zh_TW |
dc.description.abstract | Only few countries exist resource of cold spring, and Taiwan is one of them. In Taiwan, Su-Ao Cold Spring, which locating in Su-Ao town in Yilan County, had been developed as not only the bath use, but only the sparkling water during the Japanese-Occupied Period. After 1985, it has been planned to build various types of baths and tourist recreation area. And in recent year, there are several researches about Su-Ao Cold Spring, and monitor the groundwater level and temperature. Because the cold spring dissolves much carbon dioxide, soaking in the cold spring has good benefit for cardiovascular circulation. Moreover, it suit for soaking all the year, especially in summer because the temperature of spring keeps 22℃ throughout the year.
However, with the development of Cold Spring area, we need to pay attention to the problem of overdraft. In this research, the impact of precipitation and pumping on groundwater level and temperature is investigated. This research also analyzes different pumping quantity to observe the change of level and temperature. SWAT is applied to simulate the effective infiltration. This step requires gathering information such as land-use, soil-geology, surface elevation, river systems and weather. The effective infiltration then serves as input in SHEMAT. Along with setting hydrogeology and thermal parameters, the position of fractures, and the boundary and initial conditions, SHEMAT can simulate the change of water level and temperature. In this research, the observation groundwater level and temperature got from the hot spring quarterly report of Taiwan is used for model Calibration and validation. The result shows that the Go-Biang well has the best simulating result between three monitoring well because it is not a pumping well. However, the RSL well has the worst simulating result between three monitoring well. The worse result for RSL well is considered that the influence of deeper pumping well. The amount of correction of lateral recharge and spring relate to the rainfall trend. Another analysis in this research is changing the amount of pumping to analyze the impact of groundwater level and temperature. The result shows that increasing pumping quantity will decrease the groundwater level and temperature. The rational pumping quantity is 1409 tons / day which is higher than the currently pumping quantity, but lower than the maximum pumping quantity limited by government. Finally, this research analyzed the impact of infiltration for the groundwater level and temperature. In the normal condition which input infiltration in model, the groundwater level raise 0.8 to 1.1 meters during the winter, and 0.13 to 0.4 meters during the summer because of the infiltration. Moreover, the groundwater temperature average raise 0.016 ℃ at cold spring park well, 0.006 ℃ at Go-Biang well, and 0.007 ℃ at RSL well without the infiltration. | en |
dc.description.provenance | Made available in DSpace on 2021-06-08T01:59:11Z (GMT). No. of bitstreams: 1 ntu-105-R02622047-1.pdf: 5467562 bytes, checksum: 766c7b1ac968b39e3912d8aa5e584a4e (MD5) Previous issue date: 2016 | en |
dc.description.tableofcontents | 口試委員審定書 i
致謝 ii 摘要 iv Abstract v 目錄 vii 圖目錄 ix 表目錄 xiii Chapter 1 緒論 1 1.1 研究動機與目的 1 1.2 研究步驟 2 1.3 論文架構 3 Chapter 2 文獻回顧 4 2.1 入滲推估的相關研究 4 2.2 蘇澳水文地質相關研究 5 2.3 熱傳輸與地下水流動相關研究 10 Chapter 3 模式理論 12 3.1 地下水垂直補注估算模式- SWAT 12 3.2 含水層反應的數值模擬-SHEMAT模式 15 3.2.1 SHEMAT地下水流理論 16 3.2.2 SHEMAT熱傳輸理論 20 Chapter 4 研究區域 23 4.1 蘇澳冷泉區 23 4.1.1 地理環境 23 4.1.2 氣候條件 24 4.1.3 水文地質概況 25 4.1.4 冷泉徵兆調查 28 4.1.5 水溫水位歷史監測 28 4.1.6 水溫水位分布圖 34 4.2 模式建置 38 4.2.1 SWAT模式建置 38 4.2.2 SHEMAT模式建置 42 Chapter 5 結果與討論 52 5.1 參數敏感度分析 52 5.1.1 敏感度分析方法 52 5.1.2 敏感度分析之結果 53 5.2 校正驗證與後續分析 58 5.2.1 模式校正與驗證結果討論 58 5.2.2 後續分析 68 Chapter 6 結論與建議 81 6.1 結論 81 6.2 建議 82 參考文獻 84 | |
dc.language.iso | zh-TW | |
dc.title | 蘇澳冷泉模式建構與水溫水位變化特性分析 | zh_TW |
dc.title | Model Development for Su-Ao Cold Springs and Analysis of Groundwater Level and Temperature Change | en |
dc.type | Thesis | |
dc.date.schoolyear | 104-2 | |
dc.description.degree | 碩士 | |
dc.contributor.oralexamcommittee | 余化龍,陳主惠,陳建謀,柯凱元 | |
dc.subject.keyword | SWAT,SHEMAT,地下水水溫與水位,降雨入滲,蘇澳冷泉, | zh_TW |
dc.subject.keyword | SWAT,SHEMAT,Groundwater Level and Temperature,Effective Infiltration,Su-Ao Cold Spring, | en |
dc.relation.page | 85 | |
dc.identifier.doi | 10.6342/NTU201600386 | |
dc.rights.note | 未授權 | |
dc.date.accepted | 2016-06-27 | |
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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