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| DC 欄位 | 值 | 語言 |
|---|---|---|
| dc.contributor.advisor | 李鴻源(Hong-Yuan Lee) | |
| dc.contributor.author | Mei-Hua Ho | en |
| dc.contributor.author | 何媚華 | zh_TW |
| dc.date.accessioned | 2021-06-16T05:17:50Z | - |
| dc.date.available | 2018-08-21 | |
| dc.date.copyright | 2014-08-21 | |
| dc.date.issued | 2014 | |
| dc.date.submitted | 2014-08-17 | |
| dc.identifier.citation | 1.ASCE (American Society of Civil Engineers). (1992). Design and Construction of Urban Stormwater Management Systems. ASCE Manuals and Reports of Engineering Practice No. 77.
2.Damodaram, C., Giacomoni, M. H., Prakash Khedun, C., Holmes, H., Ryan, A., Saour, W.& Zechman, E. M. (2010). Simulat ion of Combined Best Management Pract ices and Low Impact Development for Sustainable Stormwater Management1. JAWRA Journal of the American Water Resources Associat ion, 46(5) , 907 -918. 3.Department of Ecology State of Washington. (2013).「Eastern Washington Low Impact Development Guidance Manual」 4.Davis, A., W. Hunt, R. Traver, and M. Clar. (2009). Bioretention Technology: Overview of Current Practice and Future Needs. Journal of Environmental Engineering. 135(3): 109-117 5.Elliott, A. H., & Trowsdale, S. A. (2007). A review of models for low impact urban stormwater drainage. Environmental Modelling & Software, 22(3), 394-405. 6.Ellis, J.B. (2000). Infiltration Systems: A Sustainable Source-Control Option for Urban Stormwater Quality Management. Journal of the Chartered Institution of Water and Environmental Management 14(1):27-34. 7.EPA. (2012).「National Menu of Stormwater Best Management Practices」 8.Guo, J.C.Y. (2010). Preservat ion of watershed regime f or low impact development using detention. J. Hydrol. Eng. 15 (1) , 15-19. 9.Hood, M., Clausen, J.C., Warner, G., 2007. Comparison of stormwater lag times for low impact and traditional residential development. J. Am.Water Resour. As. 43 (4), 1036-1046. 10.Mockus, V. (1964). National Engineering Handbook. 11.Qin, H. P., Li, Z. X., & Fu, G. (2013). The effects of low impact development on urban flooding under different rainfall characteristics. Journal of environmental management, 129, 577-585. 12.Reese, A. (2001). Stormwater Paradigms. Stormwater Magazine 5: 6-9. 13.Richard Field, Anthony N. Tafuri. (2006). 「The Use of Best Management Practices (BMPs) in Urban Watersheds」 14.Rossman, L. A. (2010). Storm water management model user's manual, version 5.0. National Risk Management Research Laboratory, Office of Research and Development, US Environmental Protection Agency. 15.Toronto and Region Conservation Authority. (2010).「Low Impact Development Stormwater Management Planning and Design Guide Version 1.0」 16.Waldron, M. C., Barbaro, J. R., & Sorenson, J. R. (2010). Effects of Low- Impact -Development (LID) Practices on Streamflow, Runoff Quantity, and Runoff Quality in the Ipswich River Basin, Massachusetts: A Summary of Field and Modeling Studies. US Department of the Interior, US Geological Survey. 17.王雯雯,趙智杰,秦華鵬 (2012).”基於SWMM的低衝擊開發模式水文效應模擬評估.” 北京大学学报(自然科学版),第48卷,第2期 18.內政部營建署 (2012).「101年營建統計年報」 19.陳啓進 (2006). ”應用多目標規劃方法在住宅社區基地保水之研究.” 私立朝陽科技大學,建築及都市設計研究所碩士論文:1-118 20.徐硯庭 (2014). '低衝擊開發運用在高都市化地區的減洪效益-以新北市中永和地區為例.' 臺灣大學土木工程學研究所學位論文: 1-126. 21.黃畇 (2013). '都市計畫易淹水地區減洪環境改造策略研究-以板橋浮洲地區為例.' 臺灣大學 園藝暨景觀學系學位論文: 1-130. 22.劉保莉 (2009).”雨洪管理的低影響開發策略研究及在廈門島實施的可行性分析.” 廈門大學碩士論文 23.顏清連(1989).”台北都會區大眾捷運系統防洪排水設計之研究.” 國立台灣大學水工試驗所研究報告第100號 24.鍾泰榮 (2011). '應用保水設計增加雨水下水道之排水能力-以新北市三重區溪美集水區為例.' 成功大學水利及海洋工程學系碩士在職專班學位論文: 1-69. | |
| dc.identifier.uri | http://tdr.lib.ntu.edu.tw/jspui/handle/123456789/56175 | - |
| dc.description.abstract | 台灣都市人口密度逐年增加,迫使都市快速開發,導致都市地表不透水率大幅提升,造成地表逕流大量增加,因此都市地區發生洪災的機率及程度也隨之加劇,舉凡梅姬颱風、凡那比颱風、0612豪雨…等皆為近年發生嚴重洪災之降雨事件。然而,在高密度開發的都市中,要藉由增建或加大雨水下水道管線來改善內水氾濫問題的效果有限, 因此,近年來經濟部水利署與內政部營建署積極參考國外之經驗,希望可以藉由於美國推廣十幾年的低衝擊開發(LID,low impact development)技術,來減少都市受洪水威脅之機率。LID技術主要是透過源頭管理,並利用分散式、並聯、小規模的透水、保水設施來增加雨水入滲潛勢及基地保水能力,期望能維持或回復基地開發前的水文狀況。而常見的LID設施包括了雨水花園、植生草溝、綠屋頂、透水性鋪面…等。
本研究以新北市中永和區為例,透過SWMM模式建立該區域的排水系統模型,並設定數種治水策略分別對颱風雨、暴雨、設計降雨進行模擬,策略包括了LID設施策略、滯洪池策略、雨水下水道策略與綜合策略,本研究以模擬結果之地表逕流與超量溢流來評估策略的效果,並對各種策略進行成本估算,最後比較各策略的成本效益,以作為最佳管理措施之參考依據。 研究結果顯示,在相同建造成本之下,最佳管理措施應採滯洪池及雨水下水道為主,採透水性鋪面與生態滯留池為輔,在相互搭配之下,其效果不但優於傳統採建置大量雨水下水道的方式,還具有景觀、生態、綠美化、減緩熱島效應…等附加價值。 | zh_TW |
| dc.description.abstract | Due to the raising population and extreme rainfall, urban flood becomes a severer problem. In Taiwan, the rapid increase of impervious surface area raise the probability of occurrence of urban flooding and enlarge its influenced area. For example, Typhoon Megi, Typhoon Fanapi and 0612 strom events all caused severe floods in recent years. In high-density urban, building more storm sewers has limited effects on improving flooding conditions .Therefore, in recent years, the Water Resources Agency and the Ministry of Interior try to use low-impact development techniques to reduce the chance of flooding. LID emphasizes on maintaining or restoring the site hydrological conditions back to predevelopment. And its strategy is combining distributed, parallel connection and small-scale devices functioning as infiltration, interception, rainwater storage or detention facilities to increaseinfiltration chances for runoff. The common LID facilities include rain gardens, vegetative swales, green roofs, permeable pavement ... and so on.
Study area was chosen as Chung Ho and Yong he District, New Taipei City. Through the SWMM model to establish the drainage system model, and set several scenarios that include the LID facilities strategy, detention pond strategy, storm sewer strategy and integrated strategy. Then use the results of surface runoff and excess overflow to evaluate the effectiveness of strategies, and estimate the project's cost .Finally, compare the cost-effectiveness of each strategy as a best management measures reference. The results show that under the same cost, best management practices should be adopted detention ponds, storm sewers, permeable pavement, bio-retention cell with each other. The effect is not only superior to the traditional approach to build a large storm sewer, but also has benefit of landscape, ecology, green, slowing the urban heat island effect ... etc. | en |
| dc.description.provenance | Made available in DSpace on 2021-06-16T05:17:50Z (GMT). No. of bitstreams: 1 ntu-103-R01521313-1.pdf: 8649155 bytes, checksum: 546b38122fab7cf47626b42148a58a5f (MD5) Previous issue date: 2014 | en |
| dc.description.tableofcontents | 口試委員會審定書 Ⅰ
誌謝 Ⅱ 摘要 Ⅲ Abstract Ⅳ 目錄 Ⅵ 圖目錄 Ⅸ 表目錄 XII 第一章 緒論 1 1.1 研究動機 1 1.2 研究目的 3 1.3 研究流程及架構 4 第二章 文獻回顧 6 2.1都市治水規劃 6 2.1.1 都市排水系統發展概況 6 2.1.2 最佳管理措施(BMP) 7 2.2低衝擊開發(LID) 7 2.2.1 何謂低衝擊開發(LID) 7 2.2.2 研究案例 8 2.2.3 實際應用案例 9 2.3模式分析方法 11 第三章 研究方法 13 3.1 暴雨管理模式-SWMM 13 3.1.1地表逕流模組(Runoff module) 13 3.1.2 輸水幹線模組(Extran module) 16 3.1.3 低衝擊開發技術 21 第四章 研究區域與模式建立 26 4.1 研究區域 26 4.1.1地理位置 26 4.1.2地文條件 27 4.1.3氣候 29 4.1.4人口發展 29 4.1.5排水系統 29 4.2 模式建立 31 4.2.1資料收集 31 4.2.2輸入資料 37 4.2.3模式驗證 43 4.2.4模擬情境 43 第五章 模擬結果與分析 49 5.1 模擬結果 49 5.1.1 LID設施策略 49 5.1.2 滯洪池策略 72 5.1.3 雨水下水道策略 76 5.1.4 綜合策略 79 5.2 成本分析 79 5.2.1 LID設施 79 5.2.2 滯洪池 80 5.2.3 雨水下水道 80 5.2.4 綜合策略 81 5.3 綜合分析 81 5.4 最佳管理措施 83 第六章 結論與建議 85 6.1結論 85 6.2 建議 86 參考文獻 87 附錄(一) 90 附錄(二) 92 附錄(三) 94 附錄(四) 95 | |
| dc.language.iso | zh-TW | |
| dc.subject | 最佳管理措施(BMP) | zh_TW |
| dc.subject | 低衝擊開發(LID) | zh_TW |
| dc.subject | SWMM | zh_TW |
| dc.subject | 透水性鋪面 | zh_TW |
| dc.subject | Best Management Practices (BMP) | en |
| dc.subject | SWMM | en |
| dc.subject | Porous Pavement | en |
| dc.subject | Low Impact Development (LID) | en |
| dc.title | 中永和地區都市排洪系統最佳管理措施之探討 | zh_TW |
| dc.title | Exploring the best management practice of urban drainage system in Chung Ho and Yung Ho Districts | en |
| dc.type | Thesis | |
| dc.date.schoolyear | 102-2 | |
| dc.description.degree | 碩士 | |
| dc.contributor.oralexamcommittee | 葉克家(Keh-Chia Yeh),劉欣蓉(Hsin-Jung Liu),胡通哲(Tung-Jer Hu),游景雲(Jiing-Yun You) | |
| dc.subject.keyword | 低衝擊開發(LID),最佳管理措施(BMP),SWMM,透水性鋪面, | zh_TW |
| dc.subject.keyword | Low Impact Development (LID),Best Management Practices (BMP),SWMM,Porous Pavement, | en |
| dc.relation.page | 95 | |
| dc.rights.note | 有償授權 | |
| dc.date.accepted | 2014-08-17 | |
| dc.contributor.author-college | 工學院 | zh_TW |
| dc.contributor.author-dept | 土木工程學研究所 | zh_TW |
| 顯示於系所單位: | 土木工程學系 | |
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