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完整後設資料紀錄
DC 欄位 | 值 | 語言 |
---|---|---|
dc.contributor.advisor | 劉振宇 | |
dc.contributor.author | Yu-Jen Hung | en |
dc.contributor.author | 洪有仁 | zh_TW |
dc.date.accessioned | 2021-06-13T04:24:49Z | - |
dc.date.available | 2008-07-27 | |
dc.date.copyright | 2006-07-27 | |
dc.date.issued | 2006 | |
dc.date.submitted | 2006-07-20 | |
dc.identifier.citation | Azaiez, M.N., and Hariga, M., 2001. A single-period model for conjunctive use of ground and surface water under severe overdrafts and water deficit. European Journal of Operational Research 133, 653-666.
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Singh, D.K., Jaiswal, C.S., Reddy, K.S., Singh, R.M., and Bhandarkar, D.M., 2001. Optimal cropping pattern in a canal command area, Agricultural Water Management 50, 1-8. Walker, W.R., 1990. Integrating strategies for improving irrigation system design and management. Water Mgmt. Synthesis II Proj. WMS Rep. 7, Utah State University, Logan, Utah. Wang, M., and Finney, W.A., 1998. Groundwater management optimization using genetic algorithms and simulated annealing : Formulation and comparison. J. Am. Water Resource Assoc. 34, 519-530. Wrachien, D.D., and Fasso, C.A., 2002. Conjunctive use of surface and groundwater: overview and perspective. Irrigation and Drainage 51, 1-15. Yeh, W.W-G., 2004. Optimization of reservoir management and operation. 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dc.identifier.uri | http://tdr.lib.ntu.edu.tw/jspui/handle/123456789/33095 | - |
dc.description.abstract | 為解決金門地區缺水問題及防止地下水含水層之海水入侵,本研究模擬分析各種情境之供水策略並提出金門地區地面水與地下水聯合運用方案供決策者參考,首先藉由地下水模式(MODFLOW)模擬出金門地區豐水年、平水年與枯水年之地下水水位變化,並藉此模式推求出豐、平、枯水年之安全出水量各為1460萬噸、1182萬噸及970萬噸,然後利用此模式分析各分區含水層之抽水量與地下水位變化關係,並求出月響應矩陣之係數,再利用線性規劃法,將所需目標函數與限制式等轉化成數學式。
目標函數為最小水位洩降值,限制式包括地下水抽水量及水位洩降之響應矩陣、地面水供水量、地下水供水量及需水量等,依此數理模式提出四項情境分析,再利用LINGO軟體求解各情境之最小水位洩降及各區可增抽水量,情境A則模擬海水淡化廠未如期完工,地下水總增抽量為42.96萬噸/年之結果顯示金西地區較金東地區適合增抽;情境B則模擬浚渫工程影響金東地區供水,改以金西地下水提供85.5萬噸/半年之地下水增抽量供給金東地區湖庫用水,結果顯示金西地區地下水位KM-001(湖埔國小)與KM-005(金門高中)在模擬期末均下降至海平面以上3.5公尺左右;情境C則模擬金門地區湖庫受藻類優養化影響供水,並改以金西地下水提供141.3萬噸/半年之地下水增抽量供給金東地區用水,結果顯示同樣在金西地區地下水位KM-001(湖埔國小)與KM-005(金門高中)在模擬期末均下降至海平面以上1公尺左右;最後在情境D則模擬金門地區之湖庫受到人為毒物污染,必須以金西地下水提供348萬噸/年之地下水增抽量供給金東地區用水,則結果顯示在金西地區大部分區域地下水水位皆已低於海平面。 本研究建議金東地區未來可疏浚原有供水湖庫或擴建海水淡化廠,而在缺水量不大時可經由輸水管線由金西地區增抽地下水供應,但必須考慮金西各分區最大可增抽之限制量,以避免造成當地含水層之海水入侵。 | zh_TW |
dc.description.abstract | In order to resolve the problem of water shortage and avoid saltwater intrusion in Kinmen, this study used linear programming method to simulate various scenarios of water supply problems and proposed corresponding strategies associated with the conjunctive use of surface and groundwater. The numerical model, MODFLOW, was used to simulate groundwater level charges and estimate the groundwater safe yield in the wet, average and dry years in Kinmen. The analyze results revealed that the safe yields were 14.6, 11.82 and 9.7 million tons for the wet, average and dry years, respectively. A response matrix which links monthly pumping and drawdown was established based on the MODFLOW simulation.
The objective function was set to minimize drawdown which constrained by the response matrix, surface water supply, groundwater supply and total demand, and solved by LINGO. Four scenarios were investigated: Scenario A was a delay of desalination plant construction, resulting a 4.296×105 tons/year water shortage; Scenario B was a dredging works influenced the water supply in eastern Kinmen and resulting a 8.55×105 tons/half-year water shortage; Scenario C was the eutrophication of reservoirs influenced the water supply in eastern Kinmen resulting a 14.13×105 tons/half-year water shortage. The results of scenarios A, B and C show that the largest ground water table drop found in wells KM-001 and KM-005 were all above the sea level. However, in the Scenario D where the reservoirs water has been poison and resulting a 34.8×105 tons/year water shortage, the analytical results indicate that groundwater levels in most western Kinmen are lower than sea level at the end of year. The pumping of 34.8×105 tons/yr exceeds the safe yield of the groundwater and extensive saltwater intrusion may develop in western Kinmen. Additionally, this work suggests that surface reservoirs dredging and construction of desalination plants should be carried out to supply the future water need in eastern Kimen. Furthermore, the groundwater in western Kinmen can supply partially water-needs in the eastern Kinmen using pipeline connection. However, the safe yield should not be exceeded to avoid seawater intrusion. | en |
dc.description.provenance | Made available in DSpace on 2021-06-13T04:24:49Z (GMT). No. of bitstreams: 1 ntu-95-R93622038-1.pdf: 2602478 bytes, checksum: 80a07161cf7974d238836c01f284e80f (MD5) Previous issue date: 2006 | en |
dc.description.tableofcontents | 中文摘要 i
Abstract iii 目錄 v 表目錄 viii 圖目錄 xii 符號說明 xvii 第一章 前言 1 1-1 研究背景 1 1-2 研究目的 2 1-3 論文架構 2 第二章 文獻回顧 4 2-1 地下水與地面水聯合運用 4 2-2 模式最佳化 6 第三章 研究區域 11 3-1 地理環境 11 3-2 水文氣象 14 3-3 水利設施 25 3-4 水資源結構 30 第四章 理論與分析 39 4-1 線性規劃法 41 4-1-1 線性規劃表示方法 41 4-1-2 線性規劃之公式化 42 4-2 地下水模式模擬 47 4-2-1 模式概述 47 4-2-2 模式邊界條件及網格劃分 48 4-2-3 輸入參數與資料 49 4-3 響應矩陣法 62 4-3-1 響應矩陣之建立 62 4-3-2 響應矩陣推估抽水與水位洩降之線性關係式 65 4-4 LINGO程式求解 67 第五章 結果與討論 69 5-1 地下水模式模擬結果 69 5-1-1 模式校正 69 5-1-2 地下水水平衡分析 77 5-1-3 安全出水量推估 84 5-2 響應矩陣係數之計算結果分析 88 5-2-1 響應矩陣係數推求 88 5-2-2 結果分析討論 93 5-3 地下水與地面水可供水量分析 97 5-4 線性規劃之情境分析 103 5-5 討論 165 第六章 結論與建議 172 6-1 結論 172 6-2 建議 173 參考文獻 175 附錄 金門地區現有供水系統配置概況圖 A | |
dc.language.iso | zh-TW | |
dc.title | 金門地區地面水與地下水聯合運用 | zh_TW |
dc.title | Conjunctive Use of Surface and Groundwater in Kinmen | en |
dc.type | Thesis | |
dc.date.schoolyear | 94-2 | |
dc.description.degree | 碩士 | |
dc.contributor.oralexamcommittee | 譚義績,林俊男,張誠信 | |
dc.subject.keyword | 金門,聯合運用,響應矩陣,地下水,MODFLOW, | zh_TW |
dc.subject.keyword | Kinmen,conjunctive use,response matrix,groundwater,MODFLOW, | en |
dc.relation.page | 201 | |
dc.rights.note | 有償授權 | |
dc.date.accepted | 2006-07-22 | |
dc.contributor.author-college | 生物資源暨農學院 | zh_TW |
dc.contributor.author-dept | 生物環境系統工程學研究所 | zh_TW |
顯示於系所單位: | 生物環境系統工程學系 |
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