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| DC 欄位 | 值 | 語言 |
|---|---|---|
| dc.contributor.advisor | 駱尚廉 | |
| dc.contributor.author | Shyan-Ming Huang | en |
| dc.contributor.author | 黃賢銘 | zh_TW |
| dc.date.accessioned | 2021-06-08T06:20:39Z | - |
| dc.date.copyright | 2006-08-29 | |
| dc.date.issued | 2006 | |
| dc.date.submitted | 2006-08-15 | |
| dc.identifier.citation | 中文部份
l.余嘯雷,1993,非點源污染控制技術之探討,第二屆水源水質水量保護區環境管理研討會論文集。 2.李佩璇,2000,暴雨初期沖刷對水源水質衝擊評估,碩士論文,國立台北科技大學。 3.余嘯雷,駱尚廉,郭振泰等,1993,台灣地區水庫集水區非點源污染控制技術及策略之研究,台大環工所研究報告第354號。 4.郭振泰,蔣本基,李公哲等,1987,台灣地區典型區域非點源污染之研究,中國土木水利工程學會第十二屆廢水處理技術研討會論文集,pp535-547。 5.朱文生,2001,台灣南部地區替代水源可行方案之評估,中華水資源管理學會第一屆研討會論文集。 6.水土保持技術規範,1996,中華民國水土保持協會。 7.溫清光、余嘯雷,1995,非點源污染調查及最佳管理作業之功能研究(二),行政院環境保護署。 8.沈天吉,2001,生態調洪池處理工業區非點源污染之研究,碩士論文,國立成功大學。 9.高正忠等,1996,水質模式開發與總量管制之策略研究,行政院環保署。 10.李建忠,1991,HSPF模式應用於瑪家水庫優養潛勢飛西之研究,碩士論文,國立成功大學。 11.行政院環境保護署水體分類標準, www.epa.gov.tw. 12.李岳峰,1996,AGNPS對觀光農場非點源污染輸出負荷之研究,碩士論文,成功大學環境工程研究所。 13.黃佳慧,2005,以HSPF營養鹽模組討論農業對水庫非點源污染負荷的貢獻,碩士論文,成功大學環境工程研究所。 14.石棟鑫,2001,台灣地區颱風降雨型態之分析研究,碩士論文,國立中央大學土木研究所。 15.溫清光、郭振泰等,2001,曾文水庫水質調查及改善計畫。 16.黃建智,2002,流域集水區非點源污染模式之研究,碩士論文,國立成功大學。 17.劉紀宏, 2000,水庫入流污染負荷量推估方法之研究,碩士論文,國立台灣大學土木研究所。 18.辛晚教,1986,台灣地區土地利用之基本方針及構想,內政部營建署。 l9.吳小慧,2000,非點源污染最佳管理作業去除率功效評估模式之研究,碩士論文,國立台灣大學農業工程研究所。 20.陳鴻傑,2003,曾文水庫集水區污染物傳輸及水庫水質模擬,碩士論文,國立台灣大學土木工程研究所。 21.謝斌暉,1998,暴雨期間河川水質模式設計流量之研究,碩士論文,國立台灣大學土木工程研究所。 22.台北縣政府,台北縣統計要覽,2000年。 23.台灣省水土保持局、中華水土保持學會,1992,水土保持手冊,行政院農委會印。 英文部份 l.“THE VIRGINIA STORM (VAST) MODEL FOR STORMWATER MANAGEMENT”, User's Guide, Version 6.0, 4-25, 1996. 2.Schueler T, R., “Controlling Urban Runoff, Practical Manual for Designing Urban BMPs Reared for Washington,” Water Resources Planning Board, 1987. 3.NCCG, “North Central Council of Governments, Department of Environmental Resource,” Texas Nonpoint Source Book, 2000. 4.USEPA, “Preliminary Data Summary of Urban Storm Water Best Management Practices,” Washington DC, EPA-821-R-99-012, 1999. 5.USEPA, “Handbook Urban runoff pollution prevention and Control Planning,” Washington DC, EPA625-R93-004, 1993. 6.Faures, J.M., Goodrich, D.C., Woolhiser, D.A., and Sorooshian, S., “Impact of small-scale spatial variability on runoff modeling,” Journal of Hydrology, Vol.173, 309-326, 1995. 7.Yu, S.L., Zhen, J.X., and Zhai, S.Y., “Development of a storm water best management practices placement strategy for the Virginia department of transportation.” Virginia transportation research council, Department of Civil Engineering, University of Virginia, Charlottesville, VA, USA, 2003. 8.Dirks, K.N., Hay, J.E, Stow, C.D, and Harris, D., “High-resolution studies of rainfall on Norfolk island,” Part Ⅱ: Interpolation of rainfall data. Journal of Hydrology, Vol.208, 187-193, 1998. | |
| dc.identifier.uri | http://tdr.lib.ntu.edu.tw/jspui/handle/123456789/25601 | - |
| dc.description.abstract | 暴雨初期沖刷是引起水質衝擊的關鍵時刻,在不同的降雨特性下,引起的汙染物對於水質濃度將產生影響,隨著點污染的逐漸控制,非點源污染問題日漸重要。往往由於暴雨所帶來污染物會隨著逕流的移動,造成污染的分散,以環境保育技術面,要降低污染發生,所謂的最佳管理作業(BMPs,如滯留池,草坡等)是常被使用的策略,在不同的土地利用情形下,因應不相同降雨特性,如何產生有效的配置以降低非點源污染,是值得探討的。
本研究首先蒐集國內外文獻資料,設計一假想集水區為研究標地,及模擬區域內土地利用,以組合不同的土地利用方式,作為研究分析的準備資料,並設計數種降雨型態,應用WinVAST模式資料庫及演算功能,模擬在不同降雨特性下,各污染物的濃度變化情形,之外,參考相關文獻設計一組合最佳管理措施(滯留池+草溝),並配合設計不同的降雨型態,探討懸浮固體物污染物的去除效率。 根據研究結果,降雨特性大於土地利用的因子影響,但相乘作用下將放大集水區出流口的水量水質,在降雨特性的影響下,逕流歷線伴隨降雨的型態移動,水量越接近出水口而增加。進行BMPs設置時,可推求設置數量的合理化及配置方式優化,並取得經濟化配置設計效果。 | zh_TW |
| dc.description.abstract | First flush has been recognized as having the most critical impact on water quality. Each different storm rainfall characteristic conditions make different impacts on water quality. Usually there are some units as Detention pond and, Grassed waterway to prevented pollution extinction. In the case, try to change variables about rainfall types and land use.
First, to search relationship studies about rainfall characteristics, land use, nonpoint pollution, and best management practical on papers. To use WinVAST model simulation, variables with papers results. As we knew, rainfall characteristics and land use were two majors on water quality and quantity in watershed. Besides, to combine BMP sys (Detention pond and, Grassed Waterway) and study Suspend Solid changes under rainfall characteristics and land use. According studies result, it is influenced that the rainfall characteristic is greater than the factor that the land use. The two causes will be enlarged quality and quantity in watershed outlet. Under the influence of rainfall characteristic, runoff hydrograph attitude is moved with the rainfall. As the same time, more the water yield is close to the outlet but increases. While setting up BMPs, increasing the quantity of setting up can be inquired. But dispose and look with economy, design better result in disposition on the major river. | en |
| dc.description.provenance | Made available in DSpace on 2021-06-08T06:20:39Z (GMT). No. of bitstreams: 1 ntu-95-P93541203-1.pdf: 2001427 bytes, checksum: cde5490dce2c990d70cf8cfbb6115164 (MD5) Previous issue date: 2006 | en |
| dc.description.tableofcontents | 中文摘要
Abstract 誌謝 圖/表目錄 第一章、緒論·········································· 1 1-1研究源起·································· 1 1-2研究目的及內容···························· 3 第二章、文獻回顧······································ 5 2-1 非點源污染······························· 5 2-1-1 降雨設計與汙染量·············· 7 2-1-2 污染量推估···················· 10 2-2非點源污染模式···························· 14 2-3 最佳管理作業····························· 20 2-3-1 草溝·························· 24 2-3-2 滯留池/調洪池················· 29 第三章、方法及架構···································· 34 3-1研究架構·································· 34 3-2 VAST模式································· 35 3-2-1 模式區域設計及特性分析················ 37 3-2-2 模擬降雨······························ 39 3-2-3 流量模擬······························· 44 3-2-4 水質模擬······························· 48 3-2-5 非點源最佳管制作業····················· 51 3-3最佳管制作業配置問題······················ 54 3-3-1 BMPs成本計算·························· 54 3-3-2 BMPs設計······························· 56 第四章、研究結果及討論································ 57 4-1 各種降雨特性在不同BMPs配置下對集水區水質 水量控制的影響·························· 57 4-1-1 各種降雨特性與淨流歷線分析············ 58 4-1-2 各種降雨特性在不同BMPs配置下對集水區水 質影響·································· 61 4-2各種土地利用型態下在不同BMPs配置下對集水 區水質水量控制的影響···················· 65 4-2-1 土地利用影響逕流歷線分析·············· 65 4-2-2 土地利用在不同BMPs配置下對集水區水質 的影響································· 66 4-3 設計BMPs配置對於集水區水量水質控制的影響· 70 第五章、結論與建議···································· 75 第六章、參考文獻······································ 80 | |
| dc.language.iso | zh-TW | |
| dc.subject | 降雨特性 | zh_TW |
| dc.subject | 草坡 | zh_TW |
| dc.subject | 滯留池 | zh_TW |
| dc.subject | 非點源污染 | zh_TW |
| dc.subject | Rainfall Characteristic | en |
| dc.subject | Grassed Waterway | en |
| dc.subject | Detention pond | en |
| dc.subject | Non-point Source Pollution | en |
| dc.title | 以WinVAST模式探討降雨特性及土地利用對最佳管制作業去除機制影響 | zh_TW |
| dc.title | Effects of Rainfall Characteristic and Land Use on BMPs Placement by WinVAST module | en |
| dc.type | Thesis | |
| dc.date.schoolyear | 94-2 | |
| dc.description.degree | 碩士 | |
| dc.contributor.oralexamcommittee | 胡景堯,張嘉玲 | |
| dc.subject.keyword | 降雨特性,非點源污染,滯留池,草坡, | zh_TW |
| dc.subject.keyword | Rainfall Characteristic,Non-point Source Pollution,Detention pond,Grassed Waterway, | en |
| dc.relation.page | 83 | |
| dc.rights.note | 未授權 | |
| dc.date.accepted | 2006-08-16 | |
| dc.contributor.author-college | 工學院 | zh_TW |
| dc.contributor.author-dept | 環境工程學研究所 | zh_TW |
| 顯示於系所單位: | 環境工程學研究所 | |
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