| 研究生: |
洪以璇 Hung, I-Hsuan |
|---|---|
| 論文名稱: |
多層含水層抽水引起壓密問題之耦合分析 The Coupled Analysis of Consolidation of Multi-aquifer due to Pumping |
| 指導教授: |
林育芸
Lin, Yu-Yun |
| 學位類別: |
碩士 Master |
| 系所名稱: |
工學院 - 土木工程學系 Department of Civil Engineering |
| 論文出版年: | 2013 |
| 畢業學年度: | 101 |
| 語文別: | 中文 |
| 論文頁數: | 75 |
| 中文關鍵詞: | 耦合分析 、地層下陷 、抽水試驗 |
| 外文關鍵詞: | coupled analysis, subsidence, pumping test |
| 相關次數: | 點閱:71 下載:2 |
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本文探討一飽和侷限含水層,受到單井抽水影響時,其水頭變化及壓密沉陷量之歷時曲線。以非耦合方法分析此問題時,因受制於理論中許多假設及邊界條件的限制,且忽略了土壤三維壓密沉陷以及地下水在土層中三維流動狀態的影響,造成非耦合理論所預測的土體壓密沉陷量與現地量測值不符。因此,本研究將以Biot三維孔隙彈性理論為基礎,建立軸對稱的土層模型後,即以耦合方式同時求解孔隙水壓與土體沉陷量,加入與現地抽水情形較相似的邊界條件變化,將獲得更具真實性的沉陷量評估結果,並探討非耦合理論分析的適用性。
The research is mainly about a fully-saturate confined aquifer which is pumped through a single well and is developed for an axial symmetric model. As the pumping continued, the drawdown and consolidation of the aquifer will last changing. For the uncoupled analyses, there are assumptions to restrict the models in an infinite boundary, constant pumping rate, and a 2-dimensional flow in the aquifer, which make the estimated consolidation different with the reality. Therefore, the research will be based on the 3-dimensional poroelastic theory of Biot to solve the pore pressure and the settlement of the developed axial symmetric model in coupled numerical analysis, and put in some logical boundary conditions to make the models more suitable to predict the land subsidence, then make a further discussion on the applicability of the uncoupled analysis.
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