透過您的圖書館登入
IP:18.191.234.62
  • 學位論文

以集水廊道及滲透牆開發水資源與供水潛能評估之數值模擬

The study of filtering out the cloudiest water by gallery vicinity

指導教授 : 張德鑫

摘要


由於台灣地區降雨量在時間及空間上分佈不均,且地面水利用受到差異甚大的豐枯流量所限制,水源涵養不易,因此水資源開發除了川流水源外,多仰賴水庫及地下水供給。 近年因桃園停水引發了石門水庫高濁度原水問題,以及為因應未來發展及減輕地下水超抽影響,如何妥善規劃地面水與地下水體之運用,為水資源利用上重要課題。本研究應用地下水水流FEMWATER數值模擬模式,推算集水廊道內流量及地下水水位變化之情形利用,並評估其供水潛能,以適度增加川流水源地區之地下水開發。 本文假設一虛擬河道,模擬當設置滲透牆與集水廊道後其地下水流之變化情形,並推估此廊道供水潛力及對附近地下水及地面水之影響,進而探討設置集水廊道的可行性。模擬結果顯示,當回填濾料或滲透牆K值愈大,則其出水量也愈大。本文並討論當滲透係數K值因泥沙阻塞量而降低後,滲透量、累積滲透量以及集水效率的變化,以供參考。

關鍵字

廊道

並列摘要


Water resource relies on reservoir and is supplied by underground water beside develops the water from river, because the rainfall distributes which isn’t averagely for timing and space in Taiwan area, the using of ground water is limited by the unstable flow to be not easily for developing fountainhead. The water supply was suspended in Taoyuan recently to account the discussion of the muddy water problem of Shihmen Reservior. For handling the development in the future and reduce the influence of underground water over extracted. How to formulate the application of ground and underground water properly is the main issue for using of water resource. This research uses underground FEMEATER computation program to calculate the situation of the gathering channel flow and the change of underground water mark, and survey the potential of water supply then increase the development of underground water in wellhead area. This research makes a watercourse as a hypothesis to approximate the underground water situation while set up Diosmosed wall and gathering gallery then to treat the feasibility of gathering galley installation. The conclusion shows the quantity of outlet becomes bigger while filter bed or K value of diosmosed wall is bigger. The research also discusses the change of diosmosed quantity, accumulated diosmosed quantity and the efficiency of gathering after diosmosed K value decreased because of blockaded-silt to offer the worth of reference.

並列關鍵字

gallery

參考文獻


6. 陳瀅如,「含懸浮質流體於孔隙介質中阻塞現象之探討」,中原
7. 曾琮愷,「隧道開挖滲流現象之模擬」,私立中原大學土木工程學研究所碩士論文,2002。
15.梁庭維,「紅土現地入滲試驗及參數推估」,中原大學土木工程研究所碩士論文,2005。
16.馬志銘,含懸浮質流體在孔隙介質之滲透係數研究」,中原大學土
9. “A Citizen’s Guide to Permeable Reactive Barriers”, Environmental

被引用紀錄


朱哲廷(2016)。地下堰體對集水廊道取水影響之研究〔碩士論文,國立臺灣大學〕。華藝線上圖書館。https://doi.org/10.6342/NTU201602889
羅振優(2015)。集水廊道附近地下水流數值模式率定方法建立與應用—以林邊溪為例〔碩士論文,國立臺灣大學〕。華藝線上圖書館。https://doi.org/10.6342/NTU.2015.00320

延伸閱讀