| 研究生: |
顏昱淇 Yen, Yu-Chi |
|---|---|
| 論文名稱: |
提昇水庫埤池聯合運用成效探討-以新化灌區為例 Strategies of Increasing the Irrigated Water of Reservoirs of Sinhua Irrigation Area |
| 指導教授: |
周乃昉
Chou, N.-F Frederick |
| 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: | 2017 |
| 畢業學年度: | 105 |
| 語文別: | 中文 |
| 論文頁數: | 93 |
| 中文關鍵詞: | 灌溉 、水庫 、聯合運用 、模擬法 、優選法 |
| 外文關鍵詞: | Irrigation, reservoirs, joint operation, simulation, optimization |
| 相關次數: | 點閱:90 下載:3 |
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本研究以嘉南農田水利會新化灌區為例,探討如何更新改善系統蓄水及調節能力,以有效運用灌區內水庫埤池水源,提升地區水資源利用率,並研議最佳方案組合的改善策略。本研究同時運用模擬法與優選法,評估離散與非離散的組合策略,運用水資源通用模擬模式WRASIM模擬新化灌區水庫埤池的水源運用,另利用BOBYQA非線性規劃法優選最小成本改善策略,據以研議可增加灌溉水量的最佳方案。
本研究先針對離散的改善策略建置組合策略,再對各離散策略組合,在一定缺水限制下,優選各水庫埤池的清淤量,以最小的總開發成本研議整體最佳改善策略。對不同的缺水情況建立增供水量與投資經費的關係曲線,供在有限經費下選擇最佳的改善措施組合方案,得以最小成本提升灌區可供水量。最佳策略顯示,欲使新化灌區整體年平均缺水率下降至11%以下,最小成本的離散組合策略為活化烏瓦窯埤並設抽水機,以增加水源供灌大洋小組第1、3輪區及崁頂小組第1、2、3輪區,另用抽水機加壓將虎頭埤第一幹線水源送至南幹支線暗管以供灌大埤小組。
This paper discussed how to increase the system water storage and improve the regulation ability to effectively utilize the water resources of the reservoirs and ponds in an irrigation district. It raised the utilization rate of the water resources in the area and developed the best combination of the improving strategies. In this study, both of the simulation and optimization analysis were applied to evaluate efficacy of the discrete and non-discrete improvement strategies. A generalized water resources simulation model, WRASIM, is used to simulate the water supply of the reservoirs in the irrigation district. The nonlinear programming method BOBYQA is used to optimize the minimum cost improvement strategy to increase irrigation water.
This study first constructed a combination strategy of the discrete improvement strategies, and then, under the specific annual average water deficit, the amount of the dredging of the reservoirs is optimized. The overall improvement strategy is developed with the minimum total development cost. The relationship between the increase in water supply and investment cost for different water shortages, for the best alternative under the limited budgets to improve the combination of alternatives to minimize the cost of irrigation water. The best strategy shows that for the annual average water deficit for the Hsinwha irrigation district is less than 11%, the minimum cost of the discrete combination strategy is to activate the Wuwayao Pond and install a new pump to increase the water supply to the 1st and 3rd rotation zone of Dayang set and the whole Kanding set. The other strategy is to apply pump to deliver water to the pipeline of the south branch of the Chianan ditch to irrigate Dapi set.
[1] 經濟部水利署水利規劃試驗所,「曾文水庫越域引水可行性規劃_專題報告(一)_水源運用研究」(1997)
[2] 經濟部水利署水利規劃試驗所,「通用性區域水資源調度與供需分析模式建立(二)」 ,(2004)
[3] 周乃昉、吳嘉文、嚴 顥、林政浩,「通用性區域水資源調度與供需分析模式建立(3/3)」,經濟部水利署水利規劃試驗所,臺南(2005)
[4] 南區水資源局,「為莫拉克颱風後曾文水庫運用要點及水門操作規定之檢討與修訂」,經濟部水利署南區水資源局,臺南(2010)
[5] 南區水資源局,「曾文水庫取水斜塔前庭清淤工程計畫」,經濟部水利署南區水資源局,臺南(2011)
[6] 南區水資源局,「經濟部水利署南區水資源局自來水股份有限公司曾文水庫供水契約」,經濟部水利署南區水資源局,臺南(2012)
[7] 南區水資源局,「曾文水庫102年淤積測量報告」,經濟部水利署南區水資源局,臺南(2013)
[8] 南區水資源局,「曾文水庫增設防淤隧道後運用要點及水門操作規定檢討修正」,經濟部水利署南區水資源局,臺南(2016)
[9] 嘉南農田水利會,「嘉南農田水利會灌區水源聯合運用可行性評估」,中華水資源管理協會,臺南(2017)
[10] Shumin Miao1; Bin Luo1; Jianjian Shen1,.; and Chuntian Cheng1,” Optimal Operation of Cascade Hydropower Plants in Deregulated Electricity Market: A Case Study of Lancang River in China”, World Environmental and Water Resources Congress ,(2017)
[11] Butcher, W. S., Sundar, A.,”Optimal Operation of Multi-Reservoir Water Resources Systems”, University of Texas at Austin, Austin Texas, United States of America, ,(1973)
[12] Chang, F. J., Chen., Chang., L. C.,”Optimizing the reservoir operating rule curves by genetic algorithms”, Hydrological Processes, 19, pp. 2277–2289, (2005)
[13] Chaves, P., Chang, F. J.,”Intelligent reservoir operation system based on evolving artificial neural networks”,Advances in Water Resources 31, pp 926–936, (2008)
[14] Chen, L., McPhee, J., Yeh W. W.-G., “A diversified multi-objective GA for optimizing reservoir rule curves”, Advances in Water Resources 30, pp 1082–1093, (2007)
[15] Rani, D., Maria M., "Simulation–Optimization Modeling: A Survey and Potential Application in Reservoir Systems Operation"Water Resour. Manage. 24(6), pp.1107–1138 (2010)
[16] De Ladurantaye, D., Gendreau, M., Potvin, J., “Optimizing profits from hydroelectricity production”, Computers & Operations Research 36, pp. 499 – 529, (2009)
[17] Kawabata, A ., Satoh, M., Vudhivanich, V., Cherdchanpipat, N., “Operation principles of multipurpose reservoirs for stable water supply in the Mae Klong river basin”, University of Tsukuba, Tsukuba, Ibaraki, Japan, (2000)
[18] Kuiper, E., "Water Resources Development," Butterworths, London,(1965)
[19] Kumar, S., Naresh, R., “Efficient real coded genetic algorithm to solve the non-convex hydrothermal scheduling problem”, Electrical Power and Energy Systems 29, pp 738–747, (2007)
[20] Loucks DP, van Beek E (2005) Water resources systems planning and management: an introduction to methods, models and applications. UNESCO, Paris
[21] Neelakantan, T. R., Pundarikanthan, N., “Neural network-based simulation optimization model for reservoir operation”, Journal of Water Resources Planning and Management, 126 (2), pp 57–64, (2000)
[22] Pedro-Monzonís, M., Solera, A., Ferrer, J., Andreu, J., Estrela, T., “Water accounting for stressed river basins based on water resources management models”, Sci. Total Environ.565, pp181–190(2016)
[23] Rohde, F. G., Naparaxawong, “Modified Standard operation rules for reservoirs”, Journal of Hydrology, 51, pp 169-177, (1981)
[24] Wei, C. C., Hsu, N. S., “Optimal tree-based release rules for real-time flood control operations on a multipurpose multireservoir system”, Journal of Hydrology 365, pp. 213–224, (2009)
[25] Wurbs, R. A.,”Modeling river/reservoir system management, water allocation, and supply reliability”, Journal of Hydrology 300, pp 100–113, (2005)
[26] Wurbs, R. A,”Reservoir-System Simulation and Optimization Models”, Journal of Water Resources. Planning and Management. 119(4), pp. 455-472, (1993)