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研究生: 洪彥甯
Hung, Yen-Ning
論文名稱: 南化水庫乾旱時期限水因子對缺水影響探討
Effects of hedging factors on water shortage during droughts with an application to the Nanhua Reservoir
指導教授: 蕭政宗
Shiau, Jenq-Tzong
學位類別: 碩士
Master
系所名稱: 工學院 - 水利及海洋工程學系
Department of Hydraulic & Ocean Engineering
論文出版年: 2016
畢業學年度: 105
語文別: 中文
論文頁數: 77
中文關鍵詞: 乾旱水庫規線供水係數模糊化缺水指標多準則決策遺傳演算法
外文關鍵詞: Rule curves, Rationing factors, Fuzziness, Shortage index, Multi-criteria optimization, Genetic algorithm
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  • 台灣南部地區由於降雨時間分布不均且地勢陡峭、河川湍急,故須水庫調節農、工業及民生用水需求,因此如何有效運用水庫供水以滿足各方需求是水資源管理的一項重要議題。目前水庫操作多依循營運規線(rule curve),以評估不同時期水庫蓄水量之多寡,當蓄水量低時,會以減少供水的方式降低未來發生嚴重缺水的機會。然而,現有水庫營運規線因個數較少而產生階梯式之限水方式、或是早期制定的規線無法掌握目前極端的水文狀況等因素影響,使得現有營運規線在乾旱期間的供水效率不佳。為提升現有水庫營運規線於乾旱期間的供水效率,本研究考慮三種限水因子,包括營運規線、供水係數以及蓄水量模糊化,並組合不同限水因子個數成七個優選模式,欲藉由不同優選模式以探討限水因子對水庫缺水之影響,並與原操作規線之營運結果比較。
    本文以位於台灣南部地區之南化水庫為例,以多準則決策方式整合6個缺水指標(包括單旬最大缺水率、風險度、總缺水率、缺水事件頻率、相鄰二旬最大缺水率差值、缺水時期平均缺水量)為優選模式目標函數,配合遺傳演算法尋求最佳解,並與現況營運比較。分析結果顯示,7個優選模式之供水效率均優於現行規線,而調整之限水因子個數越多效果越佳,以本文將不同之缺水指標整合成一目標函數作為快速評估模式優劣之依據,整合目標函數愈大代表整體供水效率愈佳,原操作規線之整合目標函數為0.48,包含一個限水因子的優選模式之整合目標函數介於0.54至0.61之間,而兩個限水因子的優選模式則介於0.60至0.65之間,最佳優選模式為三個限水因子,其整合目標函數值為0.68。

    Southern Taiwan had suffered from water deficits due to uneven temporal and spatial distribution of rainfall. Reservoirs are important facilities to regulate fluctuating streamflow to offer stable water supplies in this region. Water releases from reservoirs are often guided by rule curves in Taiwan for assessing storage in various seasons. Water rationing is implemented to conserve water for future use in order to reduce possibilities of high deficits when water below certain level. However, finite rule curves leading to step-wise hedging rules as well as pre-defined rules curves insufficient to meet current hydrologic conditions are major reasons for low water-supply efficiency. To improve reservoir performance during droughts, we consider three hedging factors including rule curves, rationing factors and fuzziness in this study. Seven models which combined different hedging factors are considered to construct optimal operating rules during droughts for Nanhua Reservoir located in southern Taiwan. A total of 6 water-shortage indices (maximum 10-day shortage ratio, risk, total shortage ratio, event frequency, maximum shortage-ratio difference between two successive periods, average water-shortage per shortage period) are integrated into a single overall objective to derive the optimal operating rule using multi-criteria decision making. The results indicate that all models have better performance than the current operation. The best overall performance of 0.679 is achieved by optimizing three hedging factors and results in the most compromising alternative among inconsistent shortage indices.

    摘要 I EXTENDED ABSTRACT II 誌謝 VIII 目錄 IX 表目錄 XII 圖目錄 XIII 符號表 XVI 第一章 緒論 1 1-1 研究動機 1 1-2 研究目的 2 1-3 文獻回顧 2 1-4 論文架構 7 第二章 研究地區與資料 9 2-1 南化水庫與甲仙攔河堰營運系統概述 9 2-1-1 南化水庫 9 2-1-2 甲仙攔河堰 11 2-2 南化水庫營運方式 12 2-3 南化水庫與甲仙攔河堰入流量資料 15 第三章 研究方法 21 3-1 南化水庫營運系統 21 3-2 水庫營運優選模式 23 3-2-1 優選模式一(R) 25 3-2-2 優選模式二(H) 26 3-2-3 優選模式三(RH) 26 3-2-4 優選模式四(CF) 27 3-2-5 優選模式五(RF)、六(HF)、七(RHF) 29 3-2-6 已知參數與決策變數 30 3-3 缺水指標 31 3-4 多準則決策 32 第四章 結果與討論 34 4-1 現況營運 34 4-2 現況營運與無模糊化優選模式之比較 37 4-2-1 優選模式一(R) 37 4-2-2 優選模式二(H) 42 4-2-3 優選模式三(RH) 43 4-3 有無模糊化之優選模式比較 46 4-3-1 優選模式四(CF)與現況營運之比較 46 4-3-2 優選模式五(RF)與優選模式一(R)之比較 53 4-3-3 優選模式六(HF)與模式二(H)之比較 58 4-3-4 優選模式七(RHF)與模式三(RH)之比較 63 4-4 各限水因子對缺水的影響討論 68 4-4-1 模式一(R)、模式二(H)與模式四(CF)之比較 68 4-4-2 模式三(RH)、模式五(RF)與模式六(HF)之比較 69 4-4-3 模式七(RHF) 70 第五章 結論與建議 71 5-1 結論 71 5-2 建議 72 參考文獻 73

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