請用此 Handle URI 來引用此文件:
http://tdr.lib.ntu.edu.tw/jspui/handle/123456789/51347
完整後設資料紀錄
DC 欄位 | 值 | 語言 |
---|---|---|
dc.contributor.advisor | 童慶斌(Ching-Pin Tung) | |
dc.contributor.author | Yu-Ru Huang | en |
dc.contributor.author | 黃郁茹 | zh_TW |
dc.date.accessioned | 2021-06-15T13:31:14Z | - |
dc.date.available | 2021-03-08 | |
dc.date.copyright | 2016-03-08 | |
dc.date.issued | 2016 | |
dc.date.submitted | 2016-02-03 | |
dc.identifier.citation | Anna Palumboa, Luigi C., Carmine C., Luca C., Carmela M.,Domenico P.(2014).Optimal design of urban drainage networks.Civil Engineering and Environmental Systems.
C. L. Chang & P. T. Chiueh & S. L. Lo(2007).Effect of spatial variability of storm on the optimal placement of best management practices (BMPs).Environ Monit Assess 135,383-389. Chandana, Damodaram.&Emily,M.Z.&M.ASCE(2013).Simulation-Optimization Approach to Design Low Impact Development for Managing Peak Flow Alterations in Urbanizing Watersheds. Journal of Water Resources Planning and Management, 139( 3). Department for Environment, Food and Rural Affairs(UK).(2011).National Standards for sustainable drainage systems. Environment Agency.(2010).SUDS–Sustainable Drainage Systems. Environment Agency.Sustainable Drainage Systems (SUDS)-A guide for developers. Guoshun Zhang,James M.H.,Patrick R., Yong T.(2013). Multi-Objective Optimization of Low Impact Development Designs in an Urbanizing Watershed. Open Journal of Optimization,2,95-108. Haifeng Jia , Yuwen L., Shaw L.Y. , Yurong Chen(2012).Planning of LID–BMPs for urban runoff control: The case of Beijing Olympic Village.Separation and Purification Technology 84, 112-119. Haifeng Jia, Hairong Y., Ying T., Shaw L. Y., Jenny X.Z.,Yuwen L.(2013).Development of a multi-criteria index ranking system for urban runoff best management practices (BMPs) selection. Environ Monit Assess,185. Haifeng Jia,Hairong Y.,Ying T.,Shaw L.Y., Richard F.,Anthony N. Tafuri(2015). LID-BMPs planning for urban runoff control and the case study in China.Journal of Environmental Management 149,65-75. Haifeng Jiaa, Hongtao M., Zhaoxia S., Shawlei Y., Yongwei D., Yun L.(2014).A closed urban scenic river system using stormwater treated withLID-BMP technology in a revitalized historical district in China.Ecological Engineering,71, 448–457. Haijun Yu,Guoru H., Chuanhao W.(2014).Application of the stormwater management model to a piedmont city: a case study of Jinan City.ChinaWater Science & Technology,70.5. Hua-peng Qin, Zhuo-xi Li, Guangtao Fu(2013).The effects of low impact development on urban flooding under different rainfall characteristics. Journal of Environmental Management ,129, 577-585. Hua-peng Qin,Zhuo-xi L.,Guangtao F.(2013).The effects of low impact development on urban flooding under different rainfall characteristics.Journal of Environmental Management,129. Jenny Zhen, Leslie S., John R., Khalid A.,and M.S. Cheng.(2006).BMP Analysis System for Watershed-Based Stormwater Management. Journal of Environmental Science and Health Part A,41. Joong Gwang Lee , Ariamalar S., Khalid A., John R., Jenny X., Zhen,L.S. , F.H. Lai (2012), A watershed-scale design optimization model for stormwater best management practices. Environmental Modelling & Software, 37. Jung-min Lee, Kyoung-hak Hyun, Jong-soo Choi(2013). Analysis of the impact of low impact development on runoff from a new district in Korea. Water Science & Technology, 68.6. Jung-min Leea, Kyoung-hak H., Jong-soo C., Yeo-jin Y.,Franz K.F.(2012).Flood reduction analysis on watershed of LID design demonstration district using SWMM5.Desalination and Water Treatment,38,326–332. Katherine L.Meierdiercks, James A.S., Mary L.B.,Andrew J.M.(2010)Analyses of urban drainage network structure and its impact on hydrologic response.Journal of the American water resources association,46(5). Laurent M. A., Bernard A. E., Indrajeet C.(2013).Effectiveness of low impact development practices in two urbanized watersheds:Retrofitting with rain barrel/cistern and porous pavement.Journal of Environmental Management, 119. Laurent M. Ahiablame, Bernard A. E.,Indrajeet C.(2012).Representation and Evaluation of Low Impact Development Practices with L-THIA-LID:An Example for Site .PlanningEnvironment and Pollution,1(2). M. Jung, H. Kim, K. J. B. Mallari, G. Pak and J. Yoon(2015).Analysis of effects of climate change on runoff in an urban drainage system: a case study from Seoul, Kore.Water Science & Technology,71.5. M.H. Afshar.(2010).A parameter free Continuous Ant Colony Optimization Algorithm for the optimal design of storm sewer networks: Constrained and unconstrained approach.Advances in Engineering Software,41,188–195. Marcelo Gomes Miguez1,Osvaldo M.R.,Aline P.V.(2014).City Growth and Urban Drainage Alternatives:Sustainability Challenge Maryam Rohani, Mohammad H.A.(2014).Sewer Networks Optimization Using Cellular Automata.Studies in Engineering and Technology,1(1). Masaru Morita.Flood Risk Impact Factor for Comparatively Evaluating the Main Causes that Contribute to Flood Risk in Urban Drainage Areas.Water. Ouyang Wei,Guo B,Hao F,Huang H,Li J,Gong Y.(2012).Modeling urban storm rainfall runoff from diverse underlying surfaces and application for control design in Beijing. Journal of Environmental Management,113. Chen et al.(2016).Risk Analysis of Pluvial Flooding and Low Impact Development Planning for a Community under Climate Change.(暫訂) U.S. Environmental Protection Agency.(2009). STORM WATER MANAGEMENT MODEL APPLICATIONS MANUAL. U.S. Environmental Protection Agency.(2012).SUSTAIN–Programmer’s Manual:Simulation Engine. U.S. Environmental Protection Agency.(2015).Storm Water Management Model User's Manual Version 5.1. United States Envionmental Protection Agency.(1993).Guidance Manual for Developing Best Management Pratices(BMP). Z.L.Liao, Y.He, F.Huang, S.Wang and H.Z.li(2013). Analysis on LID for highly urbanized areas' waterlogging control: demonstrated on the example of Caohejing in Shanghai. Water Science & Technology, 68(12). Zahra Zahmatkesh;Steven J.B.; Mohammad K.,Hassan T.D.,Erfan G.(2014).Low-Impact Development Practices to Mitigate Climate Change Effects on Urban Stormwater Runoff:Case Study of New York City.American Society of Civil Engineers. Kevin Lynch,Gary Hack著,張效通譯(1918)。敷地計畫。 Lewis A. Rossman著,李樹平譯。雨水管理模型SWMMH(5.0 版)用户手册。 內政部營建署(2009)。下水道工程設施標準。 內政部營建署(2009)。市區道路及附屬工程設計規範。 內政部營建署(2012)。下水道用戶排水設備標準。 內政部建築研究所(2012)。社區及建築基地減洪防洪規劃手冊研擬。 內政部營建署(2010)。雨水下水道設計指南。 王文亮、李俊奇、宫永偉、朱明靖 张慶康。基於SWMM模型的低影響開發雨洪控制效果模擬。中國给水排水,第28卷,第21期。 王宥鈞(2010)。景觀規劃應用於生活整合型流域治理之模式探討-以高雄典寶溪為例。國立高雄大學都市發展與建築研究所碩士論文。 王聖豐(2006)。禁忌搜尋法於汙水下水道最佳化之應用。國立中興大學環境工程學研究所碩士學位論文。 行政院環保署(2013)。降雨逕流非點源污染最佳管理技術(BMPs)指引。 李明儒(2010)。雨水下水道淤積對於都市淹水之影響評估。國 立 交 通 大 學土木工程研究所碩士論文。 林郁汶、許少華、洪碧芳、張俼瑍(2015)。以SWMM模式評估植生滯留槽減緩地表逕流之效益。臺灣水利,第63卷,第3期。 建築物雨水貯留利用設計技術規範修正規定。 科技部TaiCCAT計畫(2015)。氣候變遷調適行動建構指引(初稿)。 氣候變遷調適科技知識平台。 浩晟設計工程有限公司。易淹水地區水患治理計畫第1 階段實施計畫新竹縣管河川新豐溪水系雨水下水道系統規劃報告-湖口都市計畫區雨水下水道系統規劃檢討。 張玉良(2011)。應用地理資訊系統於水文管理之研究-以嘉義熬鼓溼地為例。國立中山大學海洋環境及工程學系碩士論文。 張登勝(2013)。暴雨管理與排水系統之整合分析。國立成功大學土木工程研究所碩士論文。 陳宜隆(2012)。應用SUSTAIN模擬生態校園表面逕流之削減能力-以臺北科技大學為例。國立臺北科技大學土木與防災研究所碩士學位論文。 陳逸平(2010)。啟發式演算法於汙水下水道及地下水優選問題之研究。國立中興大學環境工程學研究所碩士學位論文。 湖口鄉公所(2003)。變更湖口都市計畫(第二次通盤檢討)書擬定。 新竹縣水災危險潛勢地區保全計畫。 經濟部水利署水利規劃試驗所(2007)。新竹地區客雅溪排水整治及環境營造規劃。 經濟部水資源局(2001)。水文設計應用手冊。 褚筱文(2010)。應用BMPDSS模擬都市暴雨最佳化管理。國立臺北科技大學土木與防災研究所碩士學位論文。 劉振榮、李河清、李明安、童慶斌。TaiCCAT支援決策系統使用指南。 歐陽嶠暉等共同編著(2007)。下水道規劃及管渠設計施工。 蔡文雄(2009)。整合雨水下水道即時水理模擬與Web GIS展示技術於都市內水預警之應用-以台北市第四排水分區為例。中原大學土木工程學系碩士學位論文。 叢翔宇、倪廣恆、惠士博、田富強、張彤(2006)。基於SWMM的北京市典型城區暴雨洪水模擬分析。水利水電技術,第3卷,第4期。 | |
dc.identifier.uri | http://tdr.lib.ntu.edu.tw/jspui/handle/123456789/51347 | - |
dc.description.abstract | 現今全球許多地區因經濟發展正發生快速的都市化,都市化的過程使自然的土壤環境轉變為不透水的舖面,進而影響整體的生態環境及水文特性,再加上氣候變遷使得全球的水文循環過程發生改變,造成極端事件發生的強度及次數增加,尤其是短時間內的強降雨可能對水文環境不佳的都市化地區帶來更大的衝擊。本研究將著重於實現永續社區的排水管理,解決其洪災問題且達到永續發展目標,主要考慮雨水下水道系統及低衝擊開發(Low Impact Development, LID)並結合模擬與最佳化方法優選低衝擊開發設施之最佳化配置,並利用氣候變遷調適能力建構流程的六大步驟,擬定策略規劃與滾動式規劃,以發展氣候變遷下永續性的暴雨管理,提供政府未來規劃區域發展及建設的參考。
本研究區域在新竹縣湖口鄉,以SWMM模擬其現況及未來之水文狀況,評估未來可能增加的風險後,以不同配置比例的LID做為調適選項,再結合SWMM及模擬退火演算法優選設施的位置及種類,使其達到最低之尖峰流量。研究結果顯示因應未來氣候變遷下增加的尖峰流量,若要將尖峰流量削減至現況,5年重現期下需配置40~50%的LID,10年重現期則需配置50~70%,而在進行模擬與最佳化後皆只需要配置20%的LID即可達到相同的減洪效益。對於削減尖峰流量所配置LID的關鍵位置,優先配置於下游出口處的排水支線可得到較佳的效果,若同時有多條支線,配置於較短的支線可得到較佳的效果,配置LID關鍵位置的趨勢可依序由下游往上游支線延伸。 | zh_TW |
dc.description.abstract | Presently,many areas are experiencing a very rapid process of urbanization, which transforms natural landscape into impervious land cover, affecting the ecosystem health of receiving water bodies. On the other hand, Climate change had altered the hydrological processes globally with result that the extreme events have an increase in both the magnitude and the frequency. In particular, the high intensity rainfall cause the severe flooding had significantly impacted on human life and property in urban area. This research develops a simulation-optimization framework that integrates simulated annealing algorithm(SA) with SWMM to design combined Low Impact Development (LID) and the drainage system.The type and location of LID are optimized for minimizing the alteration of peak flows.The aim is to apply the stormwater management in Sustainable Community, which can meet the sustainable development goal and tackle the urban runoff problem.Besides,using TaiCCAT Adaptation Support Tool explores the strategic planning and rolling wave planning to provide government an advice in developing sustainable stormwater management under uncertain conditions of climate change.
The case study is a community in Hsinchu in Taiwan, and the storm water management model (SWMM) is used to simulate the hydrologic flow regime under present and future climate scenarios. To mitigate the increasing risk caused by climate change in the future,the different level of LID are considered to be the adaptive strategies.The results indicate that the increase in peak flow under future scenarios can be reduced with area of 40%~50% LID cover for 5-year return period event and with area of 50%~70% LID cover for 10-year return period event. However, area of 20% LID cover can achieve the same effectiveness for a spectrum of design storms after the placement of LID are optimized. Moreover, concentrating LID priorly at the downstream location of drainage system have the minimal peak flow.And choosing the shorter drain pipe can be better. Overall, the priority of the location of LID is from the downstream to upstream of drainage system, and the trend can have the minimal peak flow. | en |
dc.description.provenance | Made available in DSpace on 2021-06-15T13:31:14Z (GMT). No. of bitstreams: 1 ntu-105-R02622018-1.pdf: 4924436 bytes, checksum: 8b5849bb835639027478396b497888e3 (MD5) Previous issue date: 2016 | en |
dc.description.tableofcontents | 摘要 I
Abstract III 表目錄 IX 圖目錄 XI 第一章、緒論 1 1.1 研究動機 1 1.2 研究目的 2 1.3 本文架構 3 第二章、文獻回顧 5 2.1 永續性暴雨管理 5 2.2 低衝擊開發相關模式 10 2.3 低衝擊開發效果評估 12 2.3.1 未最佳化之效果評估 12 2.3.2 最佳化之效果評估 13 2.4 國內外氣候變遷調適步驟架構 16 第三章、研究方法 19 3.1 氣候變遷調適能力建構流程 20 3.2 氣候變遷下之設計暴雨 23 3.2.1 氣候變遷情境 23 3.2.2 空間降尺度 24 3.2.3 氣象合成模式 25 3.2.4 設計暴雨 26 3.3 雨水下水道規劃 27 3.3.1 敷地計畫建議 28 3.3.2 雨水下水道系統規劃及設計 28 3.4 模擬退火演算法 35 3.5 暴雨管理模式 39 3.5.1 地表逕流模式 39 3.5.2 低衝擊開發設施 41 3.6 結合模擬與最佳化方法 44 3.6.1 選擇種類及可配置位置 44 3.6.2 設定配置情境 44 3.6.3 進行模擬與最佳化 45 第四章、研究區域 49 4.1 區域實際狀況 49 4.2 案例設計 51 4.3 雨水下水道設計 52 4.3.1 雨水下水道現況 52 4.3.2 雨水下水道系統路線規劃 53 4.3.3 雨水下水道系統設計 56 第五章、氣候變遷調適能力建構 63 5.1 界定問題與設定目標 63 5.1.1 關鍵議題之界定 63 5.1.2 目標之設定 64 5.2 評估與分析現況風險 65 5.2.1 歷史事件之風險分析 65 5.2.2 評估模擬模式之參數設定 65 5.2.3 利用現況氣象資料進行風險模擬 67 5.3 評估與分析未來風險 67 5.3.1 情境設定 67 5.3.2 評估基期風險 70 5.3.3 評估未來風險 71 5.3.4 比較基期與未來之風險差異 72 5.4 界定與評估調適選項 81 5.4.1 界定調適選項 81 5.4.2 評估調適選項 82 第六章、結論與建議 119 6.1 結論 119 6.2 建議 121 參考文獻 123 附錄一、下水道工程設施標準(節錄) 129 | |
dc.language.iso | zh-TW | |
dc.title | 結合模擬與最佳化方法發展氣候變遷之永續性暴雨管理 | zh_TW |
dc.title | Development of Sustainable Stormwater Management Using Simulation-Optimization Approach for Climate Adaptation | en |
dc.type | Thesis | |
dc.date.schoolyear | 104-1 | |
dc.description.degree | 碩士 | |
dc.contributor.oralexamcommittee | 林裕彬,李明旭,胡明哲 | |
dc.subject.keyword | 暴雨管理,低衝擊開發,SWMM,最佳化,氣候變遷,調適, | zh_TW |
dc.subject.keyword | Stormwater Management,Low Impact Development,SWMM,Optimization,Climate Change,Adaption, | en |
dc.relation.page | 131 | |
dc.rights.note | 有償授權 | |
dc.date.accepted | 2016-02-03 | |
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 |
文件中的檔案:
檔案 | 大小 | 格式 | |
---|---|---|---|
ntu-105-1.pdf 目前未授權公開取用 | 4.81 MB | Adobe PDF |
系統中的文件,除了特別指名其著作權條款之外,均受到著作權保護,並且保留所有的權利。