請用此 Handle URI 來引用此文件：
http://tdr.lib.ntu.edu.tw/jspui/handle/123456789/68809完整後設資料紀錄
| DC 欄位 | 值 | 語言 |
|---|---|---|
| dc.contributor.advisor | 卡艾瑋(Herve Capart) | |
| dc.contributor.author | Tzu-Yin Chen | en |
| dc.contributor.author | 陳慈愔 | zh_TW |
| dc.date.accessioned | 2021-06-17T02:36:28Z | - |
| dc.date.available | 2018-08-25 | |
| dc.date.copyright | 2017-08-25 | |
| dc.date.issued | 2017 | |
| dc.date.submitted | 2017-08-17 | |
| dc.identifier.citation | Balloffet, A. and Scheffler, M. L. (1982). Numerical analysis of the Teton dam failure flood, J. Hydraulic Research, 20:4, 317-328.
Bonelli, S., Benahmed, N. (2010). Piping flow erosion in water retaining structures: inferring erosion rates from hole erosion tests and quantifying the failure time. IECS 2010, 8th ICOLD European Club Symposium Dam Safety - Sustainability in a Changing Environment, Sep 2010, Innsbruck, Austria. ATCOLD Austrian National Committee on Large Dams, 6 p. Capart, H. (2013). Analytical solutions for gradual dam breaching and downstream river flooding. Water Resources Research, vol. 49, 1968–1987. Chen, S.C., Peng, S.H., and Capart, H. (2007), Two-layer shallow water computation of mud flow intrusions into quiescent water. J. Hydraulic Research 45(1), 13–25. Chen T.Y., Shiu F.J., Huang S.X., and Chen J.Y. (2015). Shihmen dam failure inundation and evacuation simulation. Presented at 3rd International Conference on Evacuation Modeling & Management, Tainan, Taiwan. Chow, V. T. (1959). Open-channel Hydraulics, McGraw-Hill, New York. Gorum, T., Fan, X., van Westen, C. J., Huang, R. Q., Xu, Q., Tang, C. and Wang, G. (2011), Distribution pattern of earthquake-induced landslides triggered by the 12 May 2008 Wenchuan earthquake, Geomorphology, 133, 152–167. Harten, A., Lax, P., Van Leer, B. (1983). On upstream differencing and godunov-type schemes for hyperbolic conservation laws. J. Computational Physics, 50, 235-269 Henderson, F.M. (1966). Open channel flow, Macmillan, New York. Hughes, R. L. (2003). The flow of human crowds. Fluid Mech. 2003. 35:169–82 Hunt, B. (1995). Fluid Mechanics for Civil Engineers. Christchurch, New Zealand. Huthoff, F., Roos, P. C., Augustijn, D. C. M., and Hulscher, S. J. M. H. (2008). Interacting divided channel method for compound channel flow, J. Hydraul. Eng., 134(8): 1158-1165 Jacovkis, P. M. and Tabak, E. G. (1996). A kinematic wave model for rivers with flood plains and other irregular geometries. J. Mathematical and Computer Modelling, 24, 1-21 Kleitz, C. (1877). Sur la théorie du movement non-permanent des liquides. Annales de Ponts et Chaussés, Sem. 2, no. 48,133-196. (In French) Liu, N., J. X. Zhang, W. Lin, W. Y. Chen, and Z. Chen (2009), Draining Tangjiashan Barrier Lake after Wenchuan Earthquake and the flood propagation after the dam break, Sci. China Ser. E: Technol. Sci., 52(4), 801–809. Liu, N., Z. Chen, J. Zhang, W. Lin, W. Chen, and W. Xu (2010), Draining the Tangjiashan Barrier Lake, J. Hydraul. Eng., 136, 914–923. Liu, F., X. Fu, G. Wang, and J. Duan (2012), Physically based simulation of dam breach development for Tangjiashan Quake Dam, China, Environ. Earth Sci., 65, 1081–1094. Lighthill, M. J., and G. B. Whitham (1955), On kinematic waves I. Flood movement in long rivers, Proc. R. Soc. Lond. A, 229, 281–316. Seddon, J. A. (1900). River hydraulics. Trans. ASCE 43, 179-229. Tang, C. (2012), 2-D flash flood simulation of the Tangjiashan landslide dam induced by the 2008 Wenchuan earthquake, MSc thesis, Univ. of Twente, Netherlands. Twarogowska, M., Goatin, P., Duvigneau, R. (2013). Numerical study of macroscopic pedestrian flow models. [Research Report] RR-8340, INRIA. U.S. Geological survey (1976). Teton Dam flood of June 1976, Hydrologic Investigation, Atlas HA-565 through HA-581, 1:24,000 scale. USACE (the US Army Corps of Engineers), (1977). Guidelines for calculating and routing a dam-break flood. Van Emelen, S. (2014). Breaching processes of river dikes: effects on sediment transport and bed morphology (Doctoral dissertation). Université catholique de Louvain. Van Prooijen, B. C., Battjes, J. A., and Uijttewaal, W. S. J. (2005). Momentum exchange in straight uniform compound channel flow. J. Hydraul. Eng., 131(3), 175–183. Vignaux, M. and Weir, G. J. (1990). A general model for Mt. Ruapehu lahars. Bull Volcanol 52:381-390. Weber, J. F., and Menéndez, A. N. (2004). Performance of lateral velocity distribution models for compound channel sections. River Flow 2004, Proc., Int. Conf. on Fluvial Hydraulics, Vol. I, Balkema, Rotterdam, the Netherlands, 449–457. Weir, G. J. (1983), The asymptotic behaviour of simple kinematic waves of finite volume, Proc. R. Soc. Lond. A, 387, 459–467. Whitham, G. B. (1974). Linear and Nonlinear Waves, Wiley-Interscience, New York. Williams, R. P. (1979). Sediment discharge and channel change in the North Fork Teton River, 1977-78, Fremont and Madison Counties, Idaho: U.S. Geological Survey Open-File Report 82-755. WRA.(the Taiwan Water Resource Agency) (2008). Planning of River Environment for the Tanshui River. (in Chinese) Ye, T. S., Yeh, H. Y. and Wang, C. C. (2015). High water level field survey in Dahan River for Shoudelor Typhoon in 2015. Unpublished field survey report, National Taiwan University. Yoshioka, H., Unami, K. and Fujihara, M. (2015). A dual finite volume method scheme for catastrophic flash floods in channel networks, Appl. Math. Model., 39 (2015), 205-229. | |
| dc.identifier.uri | http://tdr.lib.ntu.edu.tw/jspui/handle/123456789/68809 | - |
| dc.description.abstract | 本論文延伸運動波模型，使其可應用於複合式斷面或可變斷面參數的渠道上的洪水演算。本論文提出洪水在可變斷面之渠道上的傳遞行為可藉由變數變換法轉換為在固定斷面之渠道上的洪水波，可透過解析解進行模擬。而洪水在複合式斷面渠道中的傳遞則可透過有限體積法以數值解的方式進行模擬。本論文以1976年美國Teton Dam潰壩下游洪水水位歷史資料和2008年中國唐家山堰塞湖潰壩下游水位站監測之流量歷線進行準確性之對比驗證和效率評估。由驗證結果可知，本模型可以準確模擬洪水波大尺度的行為，有效降低過去運動波模型在複雜渠道上的顯著誤差。並且，本模型所需要的演算時間以及下游地形資料並未增加，因此可以極大地保留運動波模型的高效率特性。在得到良好的模擬結果的同時，避免如二維動力波模型因數值方法演算需時過長而造成可疏散時間被壓縮等問題。此外，本模型可以清楚的呈現各種因素，包含複合式斷面、寬度、坡度、糙度以及潰壩洪水歷線的型態對洪水波的各別影響效果。 | zh_TW |
| dc.description.abstract | An extended kinematic wave model is proposed for the simulation of flood propagation in the simple or compound channels with variable cross-sectional properties, including channel width, bed slope, and friction coefficient. The model considers the distinctive effects and multiple wave types induced by the compound channel and variable cross-sectional properties but disregards the multi-dimensional and dynamic flood motions. First, the study derives an explicit analytical kinematic wave model for regular channels with variable cross-sectional properties by changed variable method. It implies that the flood propagation can be solved as in the channel with constant cross-sectional properties primarily and then transformed into the solution for variable cross-sectional properties. The analytical model is applied to the well-documented flood due to the Tangjiashan Landslide Dam failure, Sichuan, in 2008 and presents satisfactory agreements with the recorded data. Second, the study derives an explicit numerical kinematic wave model for compound channels by HLL Finite Volume numerical method. The numerical model is validated and assessed by the analytical model and the historical data of the flood due to the failure of Teton Dam in Idaho, in 1976. Based on these comparisons, the model is shown capable of performing dam failure flood simulations with good efficiency and accuracy. Last, the model is used to simulate different dam failure scenarios for the Shihmen Dam in Taiwan. This application shows clearly how flood behavior is affected by compound channel geometry, width and slope changes, and the gradual or sudden character of the dam failure. | en |
| dc.description.provenance | Made available in DSpace on 2021-06-17T02:36:28Z (GMT). No. of bitstreams: 1 ntu-106-R04521303-1.pdf: 8609189 bytes, checksum: 0dbc499f23872be848507cd7c7febaf4 (MD5) Previous issue date: 2017 | en |
| dc.description.tableofcontents | 口試委員會審定書 #
中文摘要 i Abstract ii Table of Contents iii List of Figures v List of Tables ix Chapter 1 Introduction …………………………………………………………1 1.1 Background and Motivation …………………………………………………1 1.2 Objectives ……………………………………………………………………3 1.3 Research Scheme ………………………………………………………………4 Chapter 2 Kinematic Wave in Simple Channels ………………………………5 2.1 Kinematic Wave Method in Constant Width Channels ………………………5 2.1.1 Wave Motion of the Flood with Two-Step Hydrographs ………………7 2.1.2 Wave Motion of the Flood with Complex Hydrographs ……………10 2.2 Kinematic Wave Method in Variable Width Channels ………………………19 2.2.1 Introduction of the Channel Width Effect on the Wave Propagations …19 2.2.2 Influence Degree and Scope of Different Channel Width Functions …25 2.2.3 Numerical Simulation Method ………………………………………32 2.2.4 Analytical Simulation Method with Changed Variable ………………35 2.2.5 Comparison ……………………………………………………………40 2.3 Application to Tangjiashan Barrier Lake ……………………………………41 2.3.1 Background and source ………………………………………………41 2.3.2 Simulation method and results ………………………………………43 2.4 Summary ……………………………………………………………………50 Chapter 3 Kinematic Wave in Prismatic Compound Channels ………………52 3.1 Characteristics of Compound Channel ………………………………………52 3.1.1 The Discharge of Compound Channel ………………………………53 3.1.2 The Wave Propagations Phenomena of Compound Channel …………60 3.2 Numerical Simulation Method ………………………………………………63 3.3 Analytical Simulation Method ………………………………………………65 3.3.1 The Principle and Classification of the Wave Evolution Path ………65 3.3.2 The Solutions of the Floods Propagations ……………………………70 3.4 Summary ……………………………………………………………………78 Chapter 4 Applications to Non-prismatic Compound Channels ………………80 4.1 Application to the Teton dam failure flood …………………………80 4.1.1 Background and data sources…………………………………………80 4.1.2 Parameters and simulation method …………………………………81 4.1.3 Simulation results and discussion …………………………………90 4.2 Application to hypothetical Shihmen dam failure floods……………………97 4.2.1 Background and data sources………………………………………97 4.2.2 Parameters and simulation method …………………………………99 4.2.4 Simulation results and discussion ………………………………102 4.3 Comparison and summary …………………………………………………109 Chapter 5 Conclusion …………………………………………………………113 5.1 Conclusion …………………………………………………………………113 5.2 Future Works ………………………………………………………………114 References …………………………………………………………………………117 | |
| dc.language.iso | en | |
| dc.subject | 潰壩洪水 | zh_TW |
| dc.subject | 運動波 | zh_TW |
| dc.subject | 複合式斷面 | zh_TW |
| dc.subject | 變化斷面參數 | zh_TW |
| dc.subject | 變數變換法 | zh_TW |
| dc.subject | 有限體積法 | zh_TW |
| dc.subject | HLL | zh_TW |
| dc.subject | changed variable method | en |
| dc.subject | dam break flood | en |
| dc.subject | HLL | en |
| dc.subject | finite volume numerical method | en |
| dc.subject | kinematic wave | en |
| dc.subject | compound channel | en |
| dc.subject | variable cross-sectional properties | en |
| dc.title | 運動波模型模擬可變寬度與複合性渠道中潰壩洪水之傳遞 | zh_TW |
| dc.title | Kinematic Wave Modeling of Dam-Break Flood Propagation in Variable Width and Compound Channels | en |
| dc.type | Thesis | |
| dc.date.schoolyear | 105-2 | |
| dc.description.degree | 碩士 | |
| dc.contributor.oralexamcommittee | 吳富春,周憲德,賴悅仁 | |
| dc.subject.keyword | 運動波,複合式斷面,變化斷面參數,變數變換法,有限體積法,HLL,潰壩洪水, | zh_TW |
| dc.subject.keyword | kinematic wave,compound channel,variable cross-sectional properties,changed variable method,finite volume numerical method,HLL,dam break flood, | en |
| dc.relation.page | 120 | |
| dc.identifier.doi | 10.6342/NTU201703259 | |
| dc.rights.note | 有償授權 | |
| dc.date.accepted | 2017-08-17 | |
| 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 | |
文件中的檔案：
| 檔案 | 大小 | 格式 | |
|---|---|---|---|
| ntu-106-1.pdf 未授權公開取用 | 8.41 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。