二氧化碳地質封存水力-力學耦合行為之研究-以彰濱工業區為例

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姓名

楊慶中(Ching-chung yang) 查詢紙本館藏

畢業系所

應用地質研究所

論文名稱

二氧化碳地質封存水力-力學耦合行為之研究-以彰濱工業區為例
(A Study of Coupled Hydro-Mechanical Behaviors for CO2 Storage in Changhua Coastal Industrial Park, Taiwan.)

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摘要(中)

二氧化碳地質封存被認為可以有效降低空氣中二氧化碳的濃度，當藉由數值模擬瞭解封存之安全性及穩定性時，因二氧化碳在地層中移動會產生許多力學-水力之間的相互作用，因此模擬時必須考慮地層之流體流動與應力應變關係的影響。本研究利用FLAC3D及TOUGH2兩軟體進行台灣彰濱工業區二氧化碳地質封存之模擬，兩模式透過外部耦合的方法相互連結且序列執行。結果顯示在灌注點所在之儲集層及蓋層底部兩位置，由於注入之二氧化碳使得孔隙壓力變化，造成材料參數的變化，進而影響二氧化碳的遷移路徑及速度。透過此模式可以對封存場址的容許封存量、注入井的容許灌注率以及封存的安全性提供較為準確的預估。

摘要(英)

Disposal or storage of pressurized CO2 from fossil-fired power plants in deep saline aquifers has been suggested as a potential method to reduce emission of greenhouse gases into the atmosphere. CO2 injection and storage in subsurface will give rise to complex processes of mechanical, fluid flow, and transport. In this study, we simulate the couple hydro-mechanical behaviors resulting from CO2 injection and storage in Changhua Coastal Industrial Park in Taiwan. Two computer codes of FLAC¬3D and TOUGH2 are linked to perform the simulation. The results show significant changes in values of material parameters near the bottom of caprock and injection zone. The simulation in this study, we facilitate to evaluate the maximum volume of CO2 storage and the largest pressure of injection in the geological formation in Changhua Coastal Industrial Park.

關鍵字(中)

★ 耦合
★ 二氧化碳封存

關鍵字(英)

★ couple
★ CO2 storage
★ TOUGH-FLAC

論文目次

摘要 V
Abstract VI
致謝 VII
目錄 VIII
圖目錄 X
表目錄 XIII
符號說明 XIV
第一章緒論 1
1.1 前言 1
1.2 研究目的 4
1.3 研究內容與流程 4
第二章文獻回顧 6
2.1 二氧化碳地質封存 6
2.2 THMC耦合關係 7
2.3 流體-力學相依關係 9
2.4 THMC耦合模式 12
第三章耦合模式 26
3.1 FLAC3D 26
3.1.1 FLAC3D之數學模式 26
3.1.2 FLAC3D基本數學模式 27
3.1.3 FLAC3D之數值模式 28
3.1.4 FLAC3D之組合律模式 29
3.1.4 FLAC3D之運算程序 31
3.1.5 FLAC3D基本分析步驟 33
3.2 TOUGH2 34
3.2.1 TOUGH2模式理論 34
3.2.2 TOUGH2分析架構 38
3.3 耦合模式 39
3.3.1 FLAC3D與TOUGH2之耦合模組 39
3.3.2 FLAC3D與TOUGH2之耦合方程式 41
3.3.3 FLAC3D與TOUGH2之耦合過程 42
第四章耦合流程及案例模擬結果分析與討論 49
4.1 概念模式與參數設定 49
4.1.1 概念模式 49
4.1.2 模擬區域之尺寸 50
4.1.3 參數設定 50
4.1.4 邊界條件 51
4.2 模擬結果分析與討論 53
4.2.1 水力-力學耦合模擬結果 53
4.3.2 水力模擬結果 55
4.2.3 有無考慮耦合結果差異比較 56
第五章結論與建議 88
5.1 結論 88
5.2 建議 89
參考文獻 90

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指導教授

陳瑞昇、董家鈞
(Jui-Sheng Chen、Jia-Jyun Dong)

審核日期

2013-8-2

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