流域地下水補注量與補注潛能區之評估 - 碩博士論文網
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首先應用水平衡概念建構流域水文補注模式,探討流域內各水文分量之關係,以推估流域地下水系統補注量。
同時,根據經濟部水利署(2003)所繪製之地下水資源圖以及降雨資料, ...
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本論文永久網址: 複製永久網址Twitter研究生:張伯勳研究生(外文):Po-HsunChang論文名稱:流域地下水補注量與補注潛能區之評估論文名稱(外文):AssessmentofBasinGroundwaterRechargeandMappingRechargePotentialZone指導教授:李振誥指導教授(外文):Cheng-HawLee學位類別:碩士校院名稱:國立成功大學系所名稱:資源工程學系碩博士班學門:工程學門學類:材料工程學類論文種類:學術論文論文出版年:2007畢業學年度:95語文別:中文論文頁數:96中文關鍵詞:水平衡模式、GIS、地下水補注潛能外文關鍵詞:waterbalancemodel、GIS、groundwaterrechargepotential相關次數:
被引用:14點閱:586評分:下載:57書目收藏:3
台灣的水資源在空間與時間上分佈非常不均勻,近年來由於工業的發展與人民生活水平的提升,尤其對於地下水資源的需求與開發與日俱增。
然而過於抽取地下水除了造成地下水位逐年下降,且易造成嚴重的地層下陷,因此地下水資源及補注區的評估對於地下水系統的管理是相當重要的。
本研究主要目的為評估知本溪及金崙溪流域之地下水補注量以及劃分地下水補注潛能區二部份。
首先應用水平衡概念建構流域水文補注模式,探討流域內各水文分量之關係,以推估流域地下水系統補注量。
同時,根據經濟部水利署(2003)所繪製之地下水資源圖以及降雨資料,進行單位網格計算空間分佈之地下水補注量。
結果顯示,以流域水平衡模式推估常年地下水補注量,知本溪流域為609.2mm;金崙溪流域為600.5mm。
而單位網格計算法之結果,知本溪流域為579.9mm;金崙溪流域為567.3mm。
兩種推估方式於知本溪流域上相對誤差為4.8%;金崙溪流域則為5.5%,此說明兩方法所推估之地下水補注量相當接近。
空間分佈之地下水補注量圖亦說明兩流域之地下水補注來源大多來自中上游地區。
另外,針對不同地下水補注影響因素進行知本溪及金崙溪流域地下水補注潛能區劃分。
其中,影響因子包括岩性、土地利用/覆蓋、線型構造、河系以及坡度等五項。
根據航照圖、地質圖幅、國土利用資料庫以及現地探勘驗證,決定地下水補注影響因子之性質與特徵,並應用地理資訊系統(GIS)軟體之空間整合功能性進行地下水補注潛能區之劃分。
結果顯示,知本溪流域極佳之地下水補注潛能區集中於下游地區,研判此地區是由於礫石層與農地分佈導致入滲能力優越且河系密集有助於河水補注地下水系統;次佳之區域為上游地區,由於變質石灰岩之影響。
金崙溪流域較佳之地下水補注潛能區亦位於下游地區,主要原因為農地裸土以及部份礫石層分佈。
WaterresourcesinTaiwanareunevenlydistributedspatiallyandtemporally.DuetotheindustrialdevelopmentofTaiwaninrecentyearsandtheriseofpeople’sstandardoflivingthedemandforgroundwaterresourcedevelopmentisgrowingwitheachpassingday.Over-exploitationhasresultedinthedeclineofgroundwaterlevelsandlandsubsidence.Therefore,theassessmentofthepotentialzoneofgroundwaterrechargeisanextremelyimportanttopicinpropermanagementofgroundwatersystems.ThemainpurposeofthisthesisistoassessthegroundwaterrechargeandtomaprechargepotentialzoneintheChih-BenandJin-Luncreekbasin.First,awaterbalanceconceptinthisstudyisappliedtoestablishthebasinhydrologicmodelinordertoestimatetheamountsofprecipitation,surfacerunoff,evapotranspiration,andgroundwaterrechargeinthebasin.Moreover,theresultsofgroundwaterrechargefromtheunitgridscalculatemethodiscomparedtheresultfromTaiwanthegroundwaterresourcesmapbytheWaterResourceAgency(2003).TheresultsshowtheamountofannualgroundwaterrechargebyusingwaterbalancemodelinChih-BenandJin-Luncreekbasinis609.2mm/yrand600.5mm/yr,respectively,andbyusingunitgridscalculatemethodis579.9mm/yrand567.3mm/yr,respectively.TherelativeerrorofannualgroundwaterrechargebetweenwaterbalancemodelandunitgridscalculatemethodinChih-BenandJin-Luncreekbasinsis4.8%and5.5%,respectively.Accordingtothedistributionmapofthegroundwaterrecharge,thezoneofthegroundwaterrechargecanbeshowninupstreamregionofbothbasins.Inordertoassessthegroundwaterpotentialzone,thetechnologiesofremotesensingandGeographicalInformationSystem(GIS)areappliedtointegratefivecontributingfactorsincludinglithology,landcover/landuse,lineaments,drainage,andslope.Bytheway,theweightvaluesofthegroundwaterrechargeweredeterminedbytheinfluencingfactorssuchasaerialphotos,geologymap,databaseofthelanduse,andfieldverificationetc.TheresultantmapofthegroundwaterpotentialzonerevealsthatthehighestrechargepotentialareaislocatedtowardsthedownstreamregionsintheChih-Bencreekbasin.Thisisbecausegravellysandandagriculturallandwiththehighlyinfiltrationratearedominated.Ontheotherhand,themoderaterechargepotentialareaislocatedatupstreamregionsduetothelimestonewithmoderateinfiltrationrate.IntheJin-Luncreekbasin,thehighestrechargepotentialareaislocatedtowardsthedownstreamregionsbecauseoflithologyandlandcover/landuse.
中文摘要Ⅰ英文摘要Ⅱ誌謝Ⅳ目錄Ⅴ表目錄Ⅶ圖目錄Ⅷ符號表Ⅹ第一章緒論11.1前言及研究目的11.2文獻回顧21.2.1地下水補注量相關文獻21.2.2地下水補注潛能區相關文獻41.3研究方法與流程6第二章理論模式82.1水平衡模式建構82.2地下水補注潛能模式架構122.2.1地下水補注潛能因子建立222.2.1.1岩性222.2.1.2土地利用及覆蓋222.2.1.3線型構造232.2.1.4河系242.2.1.5坡度242.2.2地下水補注潛能因子相互影響關係建立24第三章流域地下水資源調查分析263.1研究區域概述263.1.1地理位置263.1.2地形地質273.1.3氣象水文333.1.4流域地下水資源圖363.2水平衡資料分析383.2.1降雨量383.2.2地表逕流量413.2.3蒸發散量433.2.4土壤含水量463.3應用水平衡模式推估流域地下水補注量之結果463.4地下水資源圖與空間降雨量資料分析503.5應用地下水資源圖推估流域地下水補注量之結果53第四章流域地下水補注潛能區劃分554.1地下水補注潛能因子空間分析與權重建立554.1.1岩性種類分析584.1.2土地利用及覆蓋狀況分析604.1.3線型構造長度密度分析614.1.4河系長度密度分析664.1.5坡度值分析674.2流域地下水補注潛能區劃分之結果69第五章結論與建議715.1結論715.2建議72參考文獻74
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1.
知本地區溫泉資源調查分析之研究
2.
應用地理資訊系統與因子分析方法於地下水補注潛勢評估─以濁水溪沖積扇為例
3.
氣候變異下流域地下水資源合理使用之研究
4.
應用三維水文地質模型評估隧道開挖湧水及鄰近水文環境影響-以觀音隧道及谷風隧道為例
5.
新竹尖石地下水流徑綜合研判
6.
山岳隧道開挖水文地質模擬與湧水評估
7.
知本溫泉之水位與水溫變化之研究
8.
生態城市水資源維護評估系統建構
1.
76.葉信富、陳進發、李振誥,降雨入滲對坡地穩定影響之研究,中華水土保持學報,36(2),145-159,2005。
2.
73.李振誥、陳尉平、李如晃,應用基流資料估計法推估台灣地下水補注量,臺灣水利,50(1),69-71,2002。
1.
知本地區溫泉資源調查分析之研究
2.
地表變遷對地下水補注之影響
3.
應用河川水位掃瞄評估地下水補注量之研究
4.
流域地下水資源調查分析與案例研究
5.
由河川流量評估河川消退特徵與地下水補注量
6.
屏東平原地下水補注方案之探討
7.
應用河川歷線推估流域含水層參數及地下水補注量
8.
彰化地區地面水與地下水聯合供水管理調配之研究
9.
高屏溪攔河堰對地下水補注量之研究
10.
知本溪流域地下水資源評估研究
11.
應用河川流量歷線推估台灣地下水補注量
12.
地下水入滲補注試驗-以大潮州地下水補注調節池為例
13.
地下水人工補注試驗-植生覆蓋對補注速率之影響
14.
應用地理資訊系統與因子分析方法於地下水補注潛勢評估─以濁水溪沖積扇為例
15.
屏東隘寮圳灌區水資源最佳調配及管理之研究
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- 1地下水水文地質與補注模式研究 - 國立交通大學機構典藏
水位歷線. 法之推估結果為年均總補注量約267.16 百萬噸,總抽水量約為204.26 百萬噸。 兩方法在總補注量與總抽水量之推估結果相當接近。 蘭陽平原地下水主要補注區對地下水 ...
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抽水量如果不超過天然補注量,則不會引起地下水位下降的問題。如果抽水量超過天然補注量,則須以人工方法補注;人工補注可在豐水期,將河川水量的一部分引到透水係數高 ...