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| DC 欄位 | 值 | 語言 |
|---|---|---|
| dc.contributor.advisor | 許銘熙 | |
| dc.contributor.author | Chien-Hsun Chiu | en |
| dc.contributor.author | 邱建勛 | zh_TW |
| dc.date.accessioned | 2021-06-13T04:50:05Z | - |
| dc.date.available | 2011-07-28 | |
| dc.date.copyright | 2011-07-28 | |
| dc.date.issued | 2011 | |
| dc.date.submitted | 2011-07-26 | |
| dc.identifier.citation | 1. 許銘熙，1979，”台北市排水系統暴雨逕流模擬之研究”，國立台灣大學農業工程研究所碩士論文。
2. 顏清連、許銘熙、陳昶憲、賴進松，1986，”淡水河系洪水演算模式(四)堤防潰決洪流模式之建立”，行政院國科會，防災科技研究報告pp.75-19，台北市。 3. 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。 4. 沈榮茂, 楊德良,1992, 流域之漫地流有限元素模式及穩定度分析之研究,第六屆水利工程研討會論文集, 新竹市, 82-93. 5. 吳啟瑞，1993，”八掌溪流域之淹水模擬”，國立台灣大學農業工程研究所碩士論文。 6. 許銘熙, 1996a, 八掌溪流域北岸洪水與淹水預報模式之研究(二)，行政院國科會研究計畫成果報告. 7. 許銘熙, 1996b, 嘉義地區逕流及淹水模式之研究(四), 台灣省水利局研究計畫成果報告. 8. 黃成甲，1997，”流域洪水與淹水演算模式之研究”，國立台灣大學農業工程研究所碩士論文。 9. 許銘熙、鄧慰先、盧重任、黃成甲、葉森海，1998，”抽水站與閘門操作對都會區淹水影響之研究（一）”，行政院國科會，台北市。 10. 盧重任，1998，”台北縣板和地區洪水及淹水演算模擬”，國立台灣大學農業工程研究所碩士論文。 11. 賴進松、林孟郁，2000，”台北縣三重蘆洲及新莊樹林區淹水預測之研究”，89年農工研討會論文，高雄市。 12. 陳欣怡，2001，”台南科學工業園區暴雨排水之動態模擬”，國立台灣大學農業工程研究所碩士論文。 13. 林志勇，2001，「市區雨水下水道系統流況與地表水流之數值模擬」，國立台灣大學土木工程學研究所碩士論文。 14. 陳昌榮，2002，”流域暴雨逕流和淹水之模擬”，國立台灣大學生物環境系統工程研究所碩士論文。 15. 陳宣宏，2003，”漫地流與雨水下水道水流之交互動態模擬”，國立台灣大學生物環境系統工程研究所博士論文。 16. 陳志鴻，2004，”應用淹水模式評估都市區雨水下水道之效能”，國立台灣大學生物環境系統工程研究所碩士論文。 17. 國家災害防救科技中心(NCDR)，2005，”0612豪雨水災災因勘查報告書”，台北市。 18. 江明晃，2006，” 台中市區數值地形解析度對淹水模擬結果之比較”，國立台灣大學生物環境系統工程研究所碩士論文。 19. 陳彥宏，2008，”流域格網局部細化之淹水模擬”，國立台灣大學生物環境系統工程研究所碩士論文。 20. 鄒亞達，2009，”淹水細化網格邊界處理之研究”，國立台灣大學生物環境系統工程研究所碩士論文。 21. Aknbi, A. A., and Katopodes, N. D., 'Model for Flood Propagation on Initially Dry Land', Journal of Hydraulic Engineering, ASCE, Vol.114, pp.689-705, 1988. 22. Albert Chen, Slobodan Djordjevic, Jorge Leandro, Barry Evans,Dragan Savic, 'Simulation of the building blockage effect in urban flood modelling'11th International Conference on Urban Drainage, Edinburgh, Scotland, UK, 2008. 23. Brett F. Sanders , Jochen E. Schubert , Humberto A. Gallegos, 'Integral formulation of shallow-water equations with anisotropic porosity for urban flood modeling'Journal of Hydrology 362, 19– 38,2008. 24. Cunge, J. A., Holly, F. M., and Verwey, A., 'Practical Aspects of Computational River Hydraulics', Pitman Publishing Ltd., London, 1980. 25. D. Yu and S. N. Lane, 'Urban fluvial flood modelling using a two-dimensional diffusion-wave treatment, part 2: development of a sub-grid-scale treatment',HYDROLOGICAL PROCESSES, Hydrol. Process. 20, 1567–1583 2006. 26. Gustafsson, B., 'An Alternating Direction Implicit Method for Solving the Shallow Water Equations', Journal of the Computational Physics, No.7, pp.239-254, 1971. 27. Garcia, R. and Kahawata, R. A., 1986, 'Numerical Solution of the St. Venant Equations with the MacCormack Finite-Difference Scheme', International Journal for Numerical Methods in Fluids, 6, 259-274. 28. Huber, W. C., Model for Storm Water Strategies. APWA Reporter, 1975. 29. H.Azinfar and J.A.Kells, 'Backwater Prediction due to the Blockage Caused by a Single,Submerged Spur Dike in an Open Channel', Journal of Hydraulic Engineering, ASCE,2008. 30. Hilary K. McMillan, James Brasington, 'Reduced complexity strategies for modelling urban floodplain inundation',Geomorphology 90 226–243.,2007. 31. Inoue, K., Iwasa, Y. and Matsuo, N., 'Numerical Analysis of Two Dimensional Free Surface Flow by Means of Finite Difference Method and its Application to Practical Problems', Proceedings of ROC-Japan Joint Seminar on Water Resources Engineering, Taipei , 1987. 32. Iwata, M., Fujiwara, N., Morikawa, H. and Yoo, A., 'Flood Simulation of Highly Urbanized Areas in Japan Using MOUSE', Proceeding of DHI Software, DHI Software , 2001. 33. Jeffrey C. Neal a, Timothy J. Fewtrell b, Paul D. Bates a, Nigel G. Wright c, 'A comparison of three parallelisation methods for 2D flood inundation models',Environmental Modelling & Software,2010. 34. J. P. Wang, A. G. L. Borthwick and R. Eatock Taylor, 'Finite-volume-type VOF method on dynamically adaptive quadtree grids',International Journal for Numerical Methods in Fluids,2004. 35. John C. Pau1 and Brett F. Sanders, 'Performance of Parallel Implementations of an Explicit Finite-Volume Shallow-Water Model',Journal of Computing in Civil Engineering,2006. 36. Julian C. Green, 'Modelling flow resistance in vegetated streams: review and development of new theory',HYDROLOGICAL PROCESSES, Hydrol. Process. 19, 1245–1259 ,2005. 37. Katopodes, N. D. and Strelkoff, T., 'Computing Two Dimension Dam-Break Flow Wave', Journal of the Hydraulic Division, ASCE,104(HY9).72, 1978. 38. Katopodes, N. D. and Strelkoff, T., 'Two-Dimensional Shallow Water-Wave Models', Journal of the Engineering Mechanics Division, ASCE, 105(EM2),317-434 , 1979. 39. Lager, J. A. and Smith, W. G., 'Urban Stormwater Management and Technology–An Assessment', U.S. EPA Report, EPA-67012-74-040, 1974. 40. Marsalek, J., Dick, T. M., Wisner, P. E., and Clarke, W. G., 'Comparative Evaluation of Three Urban Runoff Models', Water Resources Bulletin,73 AWRA, 11(2) , 1975. 41. M.H.Abdul khader and S.P.Rai, 'A Study on Channel Obstruction with a Longitudinal Slot'Australasiam Hydraulics and Fluid Mechanics Conference,2008. 42. P. Brufau, P. Garca-Navarro and M. E. Vazquez-Cend , 'Zero mass error using unsteady wetting–drying conditions in shallow flows over dry irregular topography',International journal for numerical methods in fluids,2004. 43. Qiuhua Liang and Alistair G.L. Borthwick, 'Adaptive quadtree simulation of shallow flows with wet–dry fronts over complex topography ',Computers & Fluids,2008. 44. Qiuhua Liang; Guozhi Du; Jim W. Hall; and Alistair G. L. Borthwick, 'Flood Inundation Modeling with an Adaptive Quadtree Grid Shallow Water Equation Solver', Journal of Hydraulic Engineering, 2008. 45. Randall J.Charbeneau and Edward R.Holley, 'Backwater Effects of Bridge Piers in Subcritical Flow',Center for Transportation Research,2001. 46. Stephenson, D., ' Stormwater Hydrology and Drainage', In Chow, V.T. (Ed.),Developments in Water Science, vol. 14. Elsevier,Amsterdam, 1981. 47. Sylvain NEELZ and Gareth PENDER, 'Sub-grid scale parameterisation of 2D hydrodynamic models of inundation in the urban area',Acta Geophysica vol. 55, no. 1, pp. 65-72,2006. 48. T.V. Hromadka II , R.J. Whitley , N. Jordan , T. Meyer, 'Manning’s equation and two-dimensional flow analogs',Journal of Hydrology,389(2010)177-185,2008. 49. Vongvisessomjai, S., Tingsanchali, T., and Chaiwat, C., 'Bangkok Flood Plain Model', 21st IAHR Congress, Melbourne, Australia, 433-488, 1985. 50. Xanthopoulos, T. and Koutitas, C., 'Numerical Simulation of Two-Dimensional Flood Wave Propagation due to Dam Failure', Journal of Hydraulic Research, Vol.14, pp.321-331, 1976. | |
| dc.identifier.uri | http://tdr.lib.ntu.edu.tw/jspui/handle/123456789/33606 | - |
| dc.description.abstract | 近年來台灣都會地區迅速發展，人口逐漸往都市集中，尤其是大台北地區為台灣都市化程度最高處，人口相當密集，為滿足居民生活需求，都市內興建了大量且密集的建物，而增加之建物會改變原本地表水流狀況，產生束縮水流及增加額外形狀阻力的現象。
本研究主要目的在研發一套能以一般淹水計算網格反應建物效應之淹水計算。模式中依照實際建蔽率當做模式輸入項目，模擬含建物時淹水情形，並調整通水表面阻抗及增加建物形狀阻抗，之後進一步計算當淹水深度達一定高度時，水流由建物外部流入內部體積轉換的情形，以反應建物於淹水時的實際現象。 本文將模式應用於淡水河與基隆河環繞之台北市中央區，進行實際案例模擬，以2001年納莉颱風雨量資料，分別比較於淹水模式中加入建物前後淹水範圍及淹水深度的變化，結果顯示未加入建物之淹水模擬，會低估都會地區的淹水情形，因此當我們以二維漫地流模式進行都會地區地表淹水模擬時，於淹水模式中加入建物因子並依照建物大小調整水流流況，可使淹水情形較符合實際狀況。 | zh_TW |
| dc.description.abstract | In recent years, the population is concentrated in urban areas because of the rapid development of metropolitan cities in Taiwan. Especially in Taipei City, there was the highest level of urbanization and dense population. In order to meet the requirement of residents, a large number of buildings were constructed. The original situation of surface water flows were changed by the additional buildings. As a result, the overland flow is confined by the reduction of the flow width and resisted by the form drag caused by the buildings.
The main purpose in this study is to develop an inundation model in a general computing grid which responses the storage and resistance effects of buildings for flooding. Building coverage ratio is a significant parameter in the simulation model. The Manning roughness coefficient is adjusted with confined flow resistance and building form drag. The flooding water flows into buildings when the inundation depth excesses a certain height which reflects the actual phenomena in the flooding with the buildings. The model was applied on the central Taipei City which Tamsui River and Keelung River surround. It were compared the inundation depth and extent with and without the buildings existed. The rainfall data of Typhoon Nari event in 2001 was used for simulation. The results showed that in case of without considering the buildings, the inundation was underestimated in the metropolitan areas. Therefore, with consideration of the building coverage, the presented inundation model which adjusts the water flow conditions in accordance with the size of building in urban areas will make the inundation coincident with the actual situation of flooding. | en |
| dc.description.provenance | Made available in DSpace on 2021-06-13T04:50:05Z (GMT). No. of bitstreams: 1 ntu-100-R98622031-1.pdf: 4682028 bytes, checksum: 462db53ca408d0f889556d4cb3542164 (MD5) Previous issue date: 2011 | en |
| dc.description.tableofcontents | 摘 要 I
ABSTRACT IV 目 錄 V 表 錄 VII 圖 錄 VIII 第一章 緒論 1 1-1 研究背景與目的 1 1-2 文獻回顧 1 1-2-1 漫地流模式 2 1-2-2 雨水下水道模式 4 第二章 演算模式 6 2-1 二維漫地流基本方程式 6 2-2 數值方法 7 2-3 乾地比調整 11 2-4 曼寧糙度值之調整 12 2-5 初始及邊界條件 14 2-6 數值模式之穩定條件 16 2-7 模式建立 17 第三章 模式驗證與比較 18 3-1建蔽率測試 18 3-2 建物進水機制 19 3-3 建蔽率對建物阻抗影響測試 21 第四章 模式應用 24 4-1 區域概述 24 4-1-1 地文資料 25 4-1-2 雨量資料 26 4-1-3 雨水下水道 27 4-2 模擬結果與討論 27 4-2-1 加入建物前後模擬結果比較 27 4-2-2 演算效率 29 第五章 結論與建議 31 5-1 結論 31 5-2 建議 32 參考文獻 33 附錄A (2.5)式推導 80 附錄B 河系溢堤洪水演算模式 82 附錄C 雨水下水道模式 85 C-1 地表逕流模組 85 C-2 輸水管線模組 87 | |
| dc.language.iso | zh-TW | |
| dc.subject | 建蔽率 | zh_TW |
| dc.subject | 淹水模式 | zh_TW |
| dc.subject | building coverage ratio | en |
| dc.subject | SWMM | en |
| dc.subject | Inundation model | en |
| dc.title | 建蔽率對都市淹水影響之模擬 | zh_TW |
| dc.title | Effect of building coverage ratio on urban Inundation Simulations | en |
| dc.type | Thesis | |
| dc.date.schoolyear | 99-2 | |
| dc.description.degree | 碩士 | |
| dc.contributor.oralexamcommittee | 葉克家,張倉榮,鄧慰先 | |
| dc.subject.keyword | 淹水模式,建蔽率, | zh_TW |
| dc.subject.keyword | Inundation model,building coverage ratio,SWMM, | en |
| dc.relation.page | 88 | |
| dc.rights.note | 有償授權 | |
| dc.date.accepted | 2011-07-27 | |
| 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 | |
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