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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
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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.

    摘要 I Abstract III 誌謝 IV 目錄 VI 表目錄 IX 圖目錄 X 符號說明 XII 第一章 緒論 1 1.1 研究動機和目的 1 1.2 前人研究及文獻回顧 2 1.2.1 地下水補注推估探討 3 1.2.2 地下水補注之概念模式 4 1.2.3 地下水補注的方法概述 6 1.2.4 基流資料估計法 9 1.2.5 消退曲線位移法 10 1.2.6 互動式地下水數值模式法 11 1.3 研究方法與流程 11 第二章 理論與模式 15 2.1 逕流分析 16 2.2 未飽和層之逕流分析 18 2.3 流量歷線 19 2.4 基流資料估計法 21 2.4.1 基流資料估計法概述 21 2.4.2 基流分離技術概述 21 2.4.3 基流分離模式之應用 27 2.5 消退曲線位移法 31 2.5.1 消退基本理論 31 2.5.2 建立主要消退曲線 34 2.5.3 地下水補注量之估計 35 2.6 IGW 數值模式簡介 38 2.6.1 邊界條件 39 2.6.2 特色與限制 39 第三章 研究地區概述 43 3.1 地理位置與交通 43 3.2 地形 44 3.3 區域地質 45 3.3.1 地層 47 3.3.2 地質構造 50 3.3.3 地質鑽探 52 3.4 知本溫泉地區地質 57 3.4.1 航照判釋 57 3.4.2 地質 57 3.5 一般氣象 63 3.5.1 氣溫 63 3.5.2 相對濕度 63 3.5.3 日照時數 63 3.5.4 風速 63 3.5.5 蒸發量 63 3.6 水文資料概述 65 3.6.1 降雨量 65 3.6.2 河川流量 65 3.6.3 河川水位 66 3.6.4 地下水位 67 3.7 土地利用概況 68 第四章 河川流量資料分析 69 4.1 河川流量資料 69 4.2 消退曲線位移法 69 4.2.1 消退指數K及主要消退曲線 69 4.2.2 地下水補注量估計 71 4.3 參數敏感度分析─消退指數K 73 4.4 基流資料估計法 74 第五章 知本溪流域水平衡數值模擬 79 5.1 知本溪流域水文地質概念模式 79 5.2 邊界條件 83 5.3 數值模式之模擬 83 5.4 成果分析與探討 87 5.4.1 暫態分析 87 5.4.2 穩態分析 90 5.5 成果比較分析 94 第六章 結論與建議 97 6.1 結論 99 6.2 建議 100 參考文獻 103 附錄A 主要消退曲線分析成果檔 附錄B 消退曲線位移法分析成果檔(月平均補注量,in/mon) 附錄C 消退指數敏感度分析成果檔 附錄D 基流資料估計法分析成果檔(月平均基流量,in/mon) 附錄E 水文地質參數參考檔

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