| 研究生: |
林峰瑋 Lin, Feng-Wei |
|---|---|
| 論文名稱: |
知本溪流域地下水資源評估研究 Estimation of Ground-Water Resources in the Chihben Creek Basin, Taiwan |
| 指導教授: |
李振誥
Lee, Cheng-Haw |
| 學位類別: |
碩士 Master |
| 系所名稱: |
工學院 - 資源工程學系 Department of Resources Engineering |
| 論文出版年: | 2006 |
| 畢業學年度: | 94 |
| 語文別: | 中文 |
| 論文頁數: | 112 |
| 中文關鍵詞: | 水文地質參數 、消退指數 、消退曲線位移法 、基流指數 、基流量 、基流資料估計法 |
| 外文關鍵詞: | recession-curve-displacement method, hydrogeological parameters, base-flow-record estimation method, recession index, IGW, base flow index, PART, RECESS, base-flow, RORA |
| 相關次數: | 點閱:153 下載:4 |
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本研究是以台東縣知本溪流域地下水資源為探討的對象。由於本流域所能蒐集到的資料,僅是一般的氣象、水文、地質和地形等,而水文地質參數的資料則尚付諸闕如。因此,本研究乃選擇運用不需水文地質參數的分析方法─消退曲線位移法與基流資料估計法做為主要分析工具;另嘗試以探討本流域地質特性的方式,引用類似地質條件的參數,運用互動式地下水數值模式(Interactive Groundwater, IGW)作為模擬工具,進行本流域水收支平衡的分析,以推估地下水的補注量,並與前述兩種方法所獲成果比較。
以消退指數位移法分析之成果:1980~1991年間的年平均補注量為3.16億立方公尺;1992~2004年間的年平均補注量為2.59億立方公尺;1980~2004年間的年平均補注量為2.87億立方公尺。
以基流資料估計法分析之成果:1980~1991年間的基流量為2.41億立方公尺,基流指數60.6 %;1992~2004年間的年平均基流量為2.08億立方公尺,基流指數57.9 %;1980~2004年間的年平均基流量為2.24億立方公尺,平均基流指數57.3 %。
為比較IGW與前述兩種分析方法,隨機選取2001年的相關資料,分別進行分析與模擬,結果由消退曲線位移法推估的補注量為3.55億立方公尺,基流資料估計法推估的基流量為2.80億立方公尺,而IGW法推估的補注量為2.76億立方公尺;顯見基流資料估計法與IGW法所獲成果甚為接近。
綜合本研究分析之成果,推論本流域之年平均地下水補注量約為2.24~2.87億立方公尺。
This study is aimed to evaluate the groundwater resources of the Chihben Creek Basin at Taitung county in southeastern Taiwan. Since the shortage of the hydrogeological parameters, then selected the non hydrologeological parameter methods: the recession-curve-displacement method and the base-flow-record estimation method, which developed by USGS, to estimate this basin’s groundwater resources. On the other hand, this study try to research the geological data of this creek basin, and by refer to the similar geological conditions to choose the initial hydrogeological parameters, to which simulating and rating by IGW.
Been estimated the groundwater resources of the Chihben Creek Basin with three kinds of codes, the results showed that from 1980 to 2004 the average amount of annual groundwater recharge is approximately 2.24×108~2.87×108 m3.
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