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研究生(外文):Yu-Wen Fang
論文名稱(外文):Using Jacob’s Method to Discuss the Influences of Spatial Heterogeneous Field on Pumping Tests
外文關鍵詞:heterogeneous fieldpumping testJacob approximationTheis methodVSAFT2
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本研究選用VSAFT2數值模式進行含水層試驗的模擬,以得出各種不同條件下的數值試驗結果。並根據數值試驗的模擬數據,比較各種不同模擬結果之間,對於推求含水層特性產生的影響。研究結果顯示平行流場之有效流通係數,最接近隨機場網格點T值的幾何平均,而徑向流抽水試驗利用Jacob近似法與Theis法推求之流通係數與均質場之有效流通係數Teffp相當接近,但隨著異質度增加誤差隨之增大,利用 Jacob近似法與Theis法推求之流通係數對於真實含水層特性的描述能力大幅下降。利用全域最佳套配時段的方式,無法建立觀測點與抽水井距離和最佳套配時間區段的關係。利用區段u套配尋找最佳套配T,雖然在異質性含水層模擬試驗中並未呈現明顯的趨勢,但在均質場中最佳套配T的區間落於u = 0.01~0.02之間,顯示利用晚期抽水洩降資料確可獲得較佳的推估流通係數。
The purpose of this study is to estimate representative aquifer parameters via drawdown data collected during pumping tests in heterogeneous fields. Jacob approximation and Theis method are reexamined along with Best-fit methods for pumping test analysis.
The objects include;(1)searching for the representative average for aquifer parameters under different hydraulic gradients, (2)examining if the Jacob approximation and Theis method remain available in heterogeneous fields for estimating representative parameters, (3)comparing the differences between the estimated parameters and the effective transmissivity, (4)differentiating the estimates derived from pumping tests and natural flow of radial flow and parallel flow respectively, and then discussing the results derived under different variances and pumping rates.
A numerical model, VSAFT2, is used to simulate the aquifer tests to derive effective transmissivities under different conditions. The results showed that the effective transmissivities come most closely to the generated points’ geometric mean. Transmissivities estimated by Jacob approximation and Theis method under radial flow are representative in homogeneous field, however, the deviation may increase with variance thus decrease the describing abilities for actual characteristics. The relation between the distance from observation point to pumping well and the best-fit section is not able to be developed so far. It can be found that a high percentage of the best-fit sections fall at u=0.01~0.02 though there’s not an obvious trend to determine the representative transmissivities according to the pumping test data.
摘要 I
Abstract II
目錄 III
圖目錄 VI
表目錄 VⅢ

第一章 緒論 1-1
1.1 研究動機 1-1
1.2 研究目標 1-2
1.3 研究方法概述 1-3
1.4 文獻回顧 1-4
1.5 論文架構 1-8

第二章 異質性含水層特性探討 2-1
2.1 空間異質場地下水流理論 2-1
2.1.1 達西定律 2-1
2.1.2 流通係數T 2-2
2.1.3 儲水係數S 2-3
2.1.4 地下水流方程式 2-6
2.2 異質性含水層空間統計 2-10
2.2.1 遍歷性與動差推估 2-10
2.2.2 含水層之序率特性與異質性 2-12
2.3 地下水參數與含水層試驗 2-14
2.3.1 穩態法含水層試驗 2-14
2.3.2 瞬態法含水層試驗 2-14
2.3.3 含水層有效參數 2-20

第三章 利用數值模式模擬含水層試驗 3-1
3.1 VSAFT2數值模擬異質性含水層 3-1

第四章 案例分析與討論 4-1
4.1 平行流場含水層試驗 4-2
4.1.1 模擬場地配置與模擬條件說明 4-2
4.1.2 模擬結果說明 4-3
4.2 含水層抽水試驗模擬 4-5
4.2.1 模擬場地配置 4-5
4.2.2 數值抽水試驗模擬 4-8
4.3 分析與討論 4-16
4.3.1 Theis法 4-16
4.3.2 Jacob近似法 4-18
4.3.3 最佳套配T-區段u套配 4-21
4.3.4 最佳套配T–逐步t套配 4-28
4.4 抽水結果比較 4-37

第五章 結論與建議 5-1
5.1 研究結論 5-1
5.2 研究建議 5-2

參考文獻 6-1
附錄 VSAFT2環境設定說明 A-1
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