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| DC 欄位 | 值 | 語言 |
|---|---|---|
| dc.contributor.advisor | 李鴻源 | |
| dc.contributor.author | Fu-Ming Chang | en |
| dc.contributor.author | 張富銘 | zh_TW |
| dc.date.accessioned | 2021-06-16T02:25:55Z | - |
| dc.date.available | 2020-08-07 | |
| dc.date.copyright | 2015-08-07 | |
| dc.date.issued | 2015 | |
| dc.date.submitted | 2015-08-05 | |
| dc.identifier.citation | 1.Alfredo, K., Montalto, F. and Goldstein, A. (2010) “Observed and Modeled Performances of Prototype Green Roof Test Plots Subjected to Simulated Low- and High-Intensity Precipitations in a Laboratory Experiment” Journal of Hydrologic Engineering ASCE 15: 444-457.
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(2012) Comparison of Stormwater Lag Times for Low Impact and Traditional Residential Development1. JAWRA Journal of the American Water Resources Association 43(4): 1036-1046. 18.Lenhart James H, (2010). The Urban Green Bio Filter: an Innovative Tree Box Application. 19Kaufmann, P., (1999a). Extensiv begrぴunte Flachdぴacher—ein Gewin fぴur die Siedlungsentwぴasserung. Hochschule fぴur Technik und Architektur, Burgdorf. 20.Klein, R. (1979) Urbanization and Stream Quality Impairment. Water Resources Bulletin 15(4): 948-963. 21.Kolb,W., (1987). Abflussverhぴaltnisse extensiv begrぴunter Flぴachdぴacher. Zeitschrift fぴur Vegetationstechnik 10 (3), 111–116. 22.Kolb, W., (1998). Entlastung von Kanal-Abflussbauwerken durch Grぴundぴacher. Dach +Grぴun 7 (3), 4–8. 23.Kolb,W., Schwarz, T., (1999). Dachbegrぴunung, intensiv und extensiv. Ulmer, Stuttgart. 24.Kolb, W., (1999a). Einfluss der Oberflぴachenneigung auf die Abflussverhぴaltnisse von Grぴundぴachern. Dach +Grぴun 8 (1), 4–8. 25.Kolb, W., (1999b). Einfluss der Substrate auf die Abflussverhぴaltnisse von geneigten Grぴundぴachern. Dach + Grぴun 8 (3), 4–8. 26.Kolb,W., (2002). Abflussverhぴaltnisse von Grぴundぴachern. Dach +Grぴun 11 (2), 12–18. 27.Kolb, W., (2003). Begrぴunung von Leichtdぴachern—Vergleichende Untersuchung verschiedener Systeme. In: Pitzer, J., Degenbeck, M., Rausch, H. (Eds.), Baustoff Pflanze—Nische oder Notwendigkeit.Veitshぴochheimer Berichte 29, Bayerische Landesanstalt fぴur Weinbau und Gartenbau, Veitshぴochheim. 28.Krupka, B., (1992). Dachbegrぴunung. Pflanzen-undVegetationsanwendung an Bauwerken. Ulmer, Stuttgart. 29.Leopold, L.B. (1968) Hydrology for UrbanLand Planning: A Guidebook on theHydrologic Effects of Urban Land Use.USGS Circular 554, 18 pp 30.Leopold, L. (1994) A View of the River. Harvard University Press, Cambridge, MA. 31.Mentens, J., Raes, D., Hermy, M., (2003). Greenroofs as a part of urban water management. In: Brebbia, C.A. (Ed.), Water Resources Management II. WIT Press, Southampton, UK, pp. 35–44. 32.Mentens et al. (2006). Green roofs as tool for solving the rainwater runoff problem in the urbanized 21st century? Landscape and Urban Planning. 77: 217-226. 33.Perez-Pedini, C., Limbrunner, J. F., & Vogel, R. M. (2005). Optimal location of infiltration-based best management practices for storm water management.Journal of water resources planning and management, 131(6), 441-448. 34.Pratt, CJ, Mantle, JDG, and Schofield, PA., (1989), “Urban stormwater reduction and quality improvement through the use of permeable pavements. ” Water Science and Technology. 35.Sauer, V., T. Stricker and K. Wilson. (1983). Flood Characteristics of Urban Water- sheds in the United States. US Geological Survey Water Supply Paper 2207. 36.Satoshi Watanabe, (1995), “Study on storm water control by permeable pavement and infiltration pipes.” Water Science and Technology, Vol 32 No 1 pp25-32. 37.Schueler, T (1987) Controlling Urban Runoff: a Practical Manual for Planning and Designing Urban Best Management Practices.Metropolitan Washington Council of Governments. Washington,D.C. 38.Schueler, TR. (1994) Use of Cluster Development to Protect Watersheds. Watershed Protection Techniques 1(3):137-140. 39.Schloz-Barth, Katrin. (2001). 'Green Roofs:Stormwater Management From the Top Down.'Environmental Design & Construction. January 15. 40.Simmons, D and Reynolds, R. (1982) Effects of Urbanization on Baseflow of Selected South-Shore Streams, Long Island, NY. Water Resources Bulletin 18(5): 797-805. 41.Urban Drainage and Flood Control District，(2010)，「Urban Storm Drainage Criteria Manual Volume 3, Stormwater Best Management Practices」，Urban Drainage and Flood Control District 42.USEPA (U.S. Environmental Protection Agency) (2000) Low Impact Development (LID) A Literature Review EPA-841-B-00-005. 43.石婉瑜(2004)，簡易綠化屋頂暴雨管理效能之評估－以台北市區為例，碩士論文，國立台灣大學園藝學研究所，台北市。 44.中華民國國家標準(CNS) (1981)，工業廢水流量測定法，K9064 45.林昭遠(1998)，濱水區植生緩衝帶配置之研究，中華水土保持學報29(3):291-272 46.林志棟、鄭光炎及鄭政利(2004)，建築基地保水滲透技術設計規範與法制化研究之透水鋪面工法性能實驗解析，內政部建築研究所報告。 47.行政院環境保護署，土壤檢測方法總則NIEA S103.61C，中華民國98年。 48.宋志斌，張梅芳， 王保春(2008). 透水性混凝土路面磚減緩城市熱島效應的試驗研究.混凝土(6), 94-95. 49.陳春泉(2012)，《臺北宜蘭縣土壤調查報告，臺灣省農業試驗所報告第35號》，頁154。 50.吳政松(2005)，透水鋪面對工程環境之影響效益分析，國立中央大學，土木工程研究所，碩士論文 51.吳雨衡(2014)，設置雨水花園於東海大學可行性評估與校園空間型態之關係，東海大學，景觀學系所，碩士論文 52.崔珍珍(2014)，透水路面结構層雨水入渗與水質净化性能及機理研究，天津大学，環境工程系，碩士論文 53.蔡厚男(2013)，「綠屋頂」，技術手冊A Professional Guide to Green Roof Technology，詹氏書局 | |
| dc.identifier.uri | http://tdr.lib.ntu.edu.tw/jspui/handle/123456789/53577 | - |
| dc.description.abstract | 都市化的發展過程，地表不透水面積增加和區域排水系統建立，對地表逕流產生直接顯著之影響，使得都市積淹水問題日趨重要。近年來，內政部營建署積極推動都市規劃審議結合都市防洪，希望能藉由都市規劃的政策面與法規面措施，增加都市保水耐災的能力，而有效策略擬定則需仰賴於「水利工程」與「都市規劃」相關領域的
量化與質性研究成果，探討土地管理或工程手段策略對於都市積淹水改善效果。 本研究主要目的為利用物理模型試驗，以低衝擊開發(Low Impact Development)中各設施單元為試驗對象，量化其保水量以提供都市內水防治概念落實於都市計畫管理，以及相關都都市設計審議原則。試驗結果顯示，改良式透水鋪面(22%-45%)保水量比傳統透水磚鋪面好(7-9%)；雨水花園試驗兩耳草植物(10%-37%)保水量比單株植物(6.8%-17.3%)佳；植草溝設施坡度0.5度>1度>3度；綠屋頂設施水平0度>10%>30%。並據此結果提供後續工程規劃及設計之參考。 | zh_TW |
| dc.description.abstract | With the progression of urbanization, the increases of impervious cover and regional sewerage system changed the runoff patterns and aggravated the floods problems in urban area. In recent years, the Construction and Planning Agency, Ministry of the Interior is propelling the strategies of urban planning and enact laws to enhance the capacity of surface infiltration and urban hazard-resilient. Effective strategy plannings are, therefore, relies on quantitative and qualitative studies that integrates hydraulic engineering and urban planning approaches to investigate the effects of these two approaches on reducing urban runoff.
The main purpose of this study is the use of physical models, the use of water Low Impact Development of facilities of the retaining capacity, Quantify the effectiveness of low-impact development policy. Prevention concept to provide water to the city within the city to implement the management plan, and the related principles are urban design review. The results show, Modified Permeable Pavers (22%-45%) water retaining capacity is better than the traditional Permeable Pavers (7-9%); Rain Garden : transverse plants (10% to 37%) is better than single plant (6.8%-17.3%); Grassed Swales 0.5°>1°>3°; Green Roofs 0°>10°>30°. Accordingly the rate of subsequent numerical model results provide experimental verification of the set, and with reference to the follow-up project planning and design. | en |
| dc.description.provenance | Made available in DSpace on 2021-06-16T02:25:55Z (GMT). No. of bitstreams: 1 ntu-104-D97521010-1.pdf: 13236857 bytes, checksum: 9164e3bc5248a924453ca35802ab012f (MD5) Previous issue date: 2015 | en |
| dc.description.tableofcontents | 論文口試委員審定書 ................................................................................ I
誌謝 ............................................................................................................ II 摘要 ............................................................................................................ V Abstract .................................................................................................... VI 目錄 ......................................................................................................... VII 圖目錄 .................................................................................................... XIII 表目錄 .................................................................................................XXVI 第一章序論............................................................................................... 1 1- 1、研究緣起 ....................................................................................... 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、都市化對水文的影響 ................................................................... 4 2-1- 1、洪峰逕流量增加 .................................................................... 4 2-1- 2、滿岸流增加 ............................................................................ 6 2-1- 3、減少基流量 ............................................................................ 6 2- 2、低衝擊開發 ................................................................................... 7 2- 3、低衝擊開發設施單元相關研究 ................................................. 11 2-3- 1、透水鋪面(Permeable Pavers) ............................................... 12 2-3- 2、雨水花園(Rain Garden) ....................................................... 14 2-3- 3、植生溝(Grassed Swales) ...................................................... 15 2-3- 4、綠屋頂(Green Roofs)及雨水桶(Rain Barrels) .................... 16 第三章研究方法與步驟 ........................................................................ 22 3- 1 實驗條件與材料特性 .................................................................... 22 3-1-1 實驗入流條件 .......................................................................... 22 3-1-2 試驗材料及基本物理性質試驗 .............................................. 24 3-1-2-1 生長介質-淡海土壤 .............................................................. 24 3-1-2-2 實驗材料特性 ....................................................................... 30 3- 2 實驗設備及前置動作 .................................................................... 33 3-2- 1 壓克力箱設備(60cm*120cm*60cm)、(60cm*120cm*100cm) ............................................................................................................ 34 3- 3 設施單元實驗配置 ........................................................................ 39 3-3- 1 透水鋪面(Permeable Pavers) .................................................. 39 3-3- 2 雨水花園(Rain Garden) .......................................................... 44 3-3- 3 植生溝(Grassed Swales) ......................................................... 47 3-3- 4 綠屋頂(Green Roofs)+ 雨水桶(Rain Barrels) ....................... 50 3- 4 實驗過程 ........................................................................................ 53 3-4-1 透水鋪面(Permeable Pavers) ................................................... 53 3-4- 2 雨水花園(Rain Garden) .......................................................... 56 3-4- 3 植生溝(Grassed Swales) ......................................................... 58 3-4- 4 綠屋頂(Green Roofs)+ 雨水桶(Rain Barrels) ....................... 60 第四章結果與討論 ................................................................................ 64 4- 1 試驗結果 ........................................................................................ 64 4-1- 1 透水鋪面(Permeable Pavers) .................................................. 64 4-1- 2 雨水花園(Rain Garden) .......................................................... 66 4-1- 3 植生溝(Grassed Swales) ......................................................... 68 4-1- 4 綠屋頂(Green Roofs)+ 雨水桶(Rain Barrels) ....................... 71 4- 2 結果討論 ........................................................................................ 73 4-2- 1 透水鋪面(Permeable Pavers) .................................................. 73 4-2-1-1 降雨條件 ............................................................................... 73 4-2-1-2 試驗材料 ............................................................................... 74 4-2-1-3 試驗厚度 ............................................................................... 74 4-2-1-4 試驗成本 ............................................................................... 76 4-2- 2 雨水花園(Rain Garden) .......................................................... 77 4-2-2-1 降雨條件 ............................................................................... 77 4-2-2-2 試驗草種 ............................................................................... 77 4-2-2-3 閥門開度 ............................................................................... 78 4-2-2-4 試驗厚度 ............................................................................... 78 4-2-2-5 試驗成本 ............................................................................... 80 4-2- 3 植生溝(Grassed Swales) ......................................................... 81 4-2-3-1 降雨條件 ............................................................................... 81 4-2-3-2 試驗坡度 ............................................................................... 81 4-2-3-3 試驗成本 ............................................................................... 82 4-2- 4 綠屋頂(Green Roofs)+ 雨水桶(Rain Barrels) ....................... 82 4-2-4-1 降雨條件 ............................................................................... 82 4-2-4-2 試驗坡度 ............................................................................... 83 4- 3 低衝擊開發設施單位面積保水量 ................................................ 83 第五章案例規劃示範 ............................................................................ 89 5-1、前言 .............................................................................................. 89 5-2、基地背景介紹 .............................................................................. 91 5-2-1 基地位置................................................................................... 91 5-2-2 基地問題................................................................................... 92 5-2-3 社區居民期待 .......................................................................... 92 5-3、低衝擊開發導入基地概念 .......................................................... 93 5-3-1SWMM 模式建置 ..................................................................... 94 5-3-2 基地整治................................................................................... 95 5-3-3 排水管路設計擺放 .................................................................. 96 5-4、低衝擊開發於基地之應用 .......................................................... 97 5-4-1、透水鋪面設置 ....................................................................... 97 5-4-2、雨水花園設置 ....................................................................... 99 5-4-3、植草溝設置 ......................................................................... 101 5-5、水公園各階段任務 .................................................................... 101 第六章結論與建議 .............................................................................. 103 6- 1 結論 .............................................................................................. 103 6- 2 建議 .............................................................................................. 104 參考文獻 ................................................................................................. 105 附錄1-實驗入/出流量率定 ................................................................... 112 附錄1-1、地表逕流流量率定 ........................................................... 112 附錄1-2、降雨量率定-風雨實驗室 ................................................. 115 | |
| dc.language.iso | zh-TW | |
| dc.subject | 低衝擊開發(Low Impact Development) | zh_TW |
| dc.subject | 規劃與設計 | zh_TW |
| dc.subject | 物理模型試驗 | zh_TW |
| dc.subject | 保水量 | zh_TW |
| dc.subject | 現地試驗 | zh_TW |
| dc.subject | Low Impact Development | en |
| dc.subject | field experiment | en |
| dc.subject | planning and design | en |
| dc.subject | water retaining capacity | en |
| dc.subject | physical model tests | en |
| dc.title | 低衝擊開發規劃與設計之研究 | zh_TW |
| dc.title | Investigations of Low Impact Development | en |
| dc.type | Thesis | |
| dc.date.schoolyear | 103-2 | |
| dc.description.degree | 博士 | |
| dc.contributor.oralexamcommittee | 胡通哲,葉克家,陳有祺,劉欣蓉 | |
| dc.subject.keyword | 低衝擊開發(Low Impact Development),物理模型試驗,保水量,規劃與設計,現地試驗, | zh_TW |
| dc.subject.keyword | Low Impact Development,physical model tests,water retaining capacity,planning and design,field experiment, | en |
| dc.relation.page | 119 | |
| dc.rights.note | 有償授權 | |
| dc.date.accepted | 2015-08-06 | |
| 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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