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| DC 欄位 | 值 | 語言 |
|---|---|---|
| dc.contributor.advisor | 吳富春(Fu-Chun Wu) | |
| dc.contributor.author | Yun-Chuan Shao | en |
| dc.contributor.author | 邵允銓 | zh_TW |
| dc.date.accessioned | 2021-05-20T20:10:18Z | - |
| dc.date.available | 2009-12-31 | |
| dc.date.available | 2021-05-20T20:10:18Z | - |
| dc.date.copyright | 2009-07-31 | |
| dc.date.issued | 2009 | |
| dc.date.submitted | 2009-07-29 | |
| dc.identifier.citation | Bernini A., Caleffi V. and Valiani A., 2006, Numerical modeling of alternate bars in shallow channels, International Association of Sedimentologists in Braided rivers: process, deposits, ecology and management, edited by Gregory H. Sambrook Smith et al., Blackwell publishing, Malden
Bittner L.D., 1994, River Bed Response to Channel width Variation, Master Thesis, University of Illinois. Blanckaert K. and de Vriend H.J., 2003, Nonlinear modeling of mean flow redistribution in curved open channels, Water Resources Research, 39(12): 6.1-6.14. Blanckaert K. and Graf W.H., 2004, Momentum transport in sharp open channel bends, Journal of Hydraulic Engineering, 130(3): 186-198. Blondeaux P. and Seminara G., 1985, Aunified bar-bend theory of river meanders, Journal of Fluid Mechanics, 157:449-470 Brooks A.N., and Hughes T.J.R., 1982, Streamline upwind/Petrov-Galerkin formulations for convection dominated flows with particular emphasis on the incompressible Navier-Stokes equations, Computer Methods in Applied Mechanics and Engineering, 32, 199-259. Callander R.A., 1969, Instability and river channels. Journal of Fluid Mechanics, 36:165-480 Colombini M., Seminara G. and Tubino M., 1987, Finite-amplitude alternate bars, Journal of Fluid Mechanics, 181:213-232 Colombini M. and Tubino M, 1991, Finite-amplitude free bars : A fully nonlinear spectral solution, in Sand Transport in Rivers, Estuaries and the sea, 163-169, edited by Soulsby R. and Bettes R., published by Balkema A.A. and Brookfield Vt. Cui Y., Parker G., and Paola C., 1996, Numerical simulation of aggradation and downstream fining, Journal of Hydraulic Research, 34(2): 185-204. Cui Y., and Parker G., 2003a, Sediment pulses in mountain rivers: 1. Experiments, Water Resources Research, 39(9), 1239. Cui Y., and Parker G., 2003b, Sediment pulses in mountain rivers: 2. Comparison between experiments and numerical predictions, Water Resources Research, 39(9), 1240. Defina A., 2003, Numerical experiments on bar growth, Water Resources Research, 39(4) : ESG 2 de Vriend H.J., 1976, A mathematical model of steady flow in curved shallow channels, Journal of Hydraulic Research, 18(4): 327-341. Engelund F., 1974, Flow and bed topography in channel bends, Journal of Hydraulic Division, 100: 1631-1648. Engelund F. and Skovgaard O., 1973, On the origin of meandering and braiding in alluvial streams. Journal of Fluid Mechanics, 57:289-302 Fredsoe J.,1978, Meandering and braiding of rivers. Journal of Fluid Mechanics, 84:609-624 Fujita T. and Muramoto T., 1985, Studies on the process of development of alternate bars, Bull. Disaster Prev. Res. Inst. Kyoto Univ., 35 : 55-86 Fukuoka S., 1989, Finite amplitude development of alternate bars. in River Meandering, Water Resources Monograph, 12:237-266, edited by Ikeda S. and Parker G., AGU, Washington D.C. Garcia M. and Nino Y., 1993, Dynamics of sediment bars in straight and meandering channels : Experiments on the Resonance Phenomenon, Journal of Hydraulic Researches, 31(6) : 739-761 Ghamry H.K., 1999, Two dimensional vertically averaged and moment equations for shallow free surface flows, PhD thesis, University of Alberta, Canada. Ghamry H.K., and Steffler P.M., 2002, Two dimensional vertically averaged and moment equation for rapidly varied flows, Journal of Hydraulic Research, 40(5): 579-587. Ghamry H.K., and Steffler P.M., 2005, Two dimensional depth averaged modeling of flow in curved open channel, Journal of Hydraulic Research, 43(1): 44-55. Giraldo F.X., 1995, A space marching adaptive remeshing technique applied to the 3D Euler equations for supersonic flow, PhD thesis, University of Virginia. Hicks F.E., and Steffler P.M., 1992, Characteristic dissipative Galerkin scheme for open-channel flow, Journal of Hydraulic Engineering, 118(2): 337-352. Hoger A., and Carlson D.E., 1984, Determination of the stretch and rotation in the polar decomposition of the deformation gradient, Quarterly of Applied Mathematics, 42(1): 113-117. Hughes T.J.R. and Mallet M., 1986, A new finite element formation for computational fluid dynamics: III. The generalized streamline operator for multidimensional advective-diffusive systems. Computational Methods in Applied Mechanics and Engineering, 58(3): 305-328. Ikeda S., Parker G., and Sawai K., 1981, Bend theory of river meanders. Part 1. Linear development, Journal of Fluid Mechanisms, 112: 363-377. Kassem A.A. and Chaudhry M.H., 2002, Numerical modeling of bed evolution in channel bends. Journal of Hydraulic Engineering, 128(5): 507-514. Kinoshita R. and Miwa H., 1974, River channel formation which prevents downstream translation of transverse bars, Shinsabo, 94 : 12-17 (in Japanese) Koch F.G., and Flokstra C., 1981, Bed level computations for curved alluvial channels. Proceedings of the XIX Congress of the IARH, New Delhi, India, 2: 357-388. Lanzoni S., 2000, Experiment s on bar formation in a straight flume: 1. Uniform sediment, Water Resource Research, 36:3337-3349 Lanzoni S. and Tubino M., 2001, Experimental observations on bar development in cohesionless channels, Excerpta, G.N.I., 14:119-152, CUEN-Napoli, Napoli, Italy Lisle T.E., Pizzuto J.E., Ikeda H., Iseya F., and Kodama Y., 1997, Evolution of a sediment wave in an experimental channel, Water Resources Research, 33(8): 1971-1981. Lisle T.E., Cui Y., Parker G., Pizzuto J.E., and Dodd A.M., 2001, The dominance of dispersion in the evolution of bed material waves in gravel-bed rivers, Earth Surface Processes and Landforms, 26, 1409-1420. Molls T., and Chaudhry H.M., 1995, Depth-averaged open-channel flow model, Journal of Hydraulic Engineering, 121(6): 453-465. Murdock J.A., 1999, Perturbations : Theory and Methods, Wiley, NewYork. Nelson J.M. and Smith J.D., 1989, Flow in meandering channels with natural topography, in River Meandering, Water Resources Monograph, 12:69-102, edited by Ikeda S. and Parker G., AGU, Washington D.C. Parker G., 1976, On the cause and characteristic scales of meandering and braiding in rivers, Journal of Fluid Mechanics, 76:457-480 Parker G. and Johannesson H., 1989, Observations of several recent theories of resonance and overdeepening in meandering channels. In River Meandering, Water Resources Monography, 12:379-415, edited by Ikeda S. and Perker G., AGU, Washington D.C. Repetto R., Tubino M. and Paola C., 2002, Planimetric Instability of Channels with Variable Width , Journal of Fluid Mechanics, 457: 79-109 Schielen R., Doelman A. and de Swart H.E., 1993, On the nonlinear dynamics of free bars in straight channels, Journal of Fluid Mechanics, 252:325-356 Seminara G. and Tubino M., 1989, Alternate bars and meandering : Free, forced and mixed interactions, in River Meandering, Water Resources Monography, 12:267:320, edited by Ikeda S. and Parker G., AGU, Washington D.C. Seminara G., 2006, Meanders, Journal of Fluid Mechanisms, 554: 217-297 Shimizu Y. and Itakura T., 1989, Calculation of bed variation in alluvial channels, Journal of Hydraulic Engineering, 115(3): 367-384. Shimizu Y. Tamaguchi H. and Itakura T., 1990, Three-dimensional computation of flow and bed deformation. Journal of Hydraulic Engineering, 116(9): 1090-1108 Struiksma N., 1985, Prediction of 2-D bed topography model for rivers. River Meandering, Water Resources Monograph, edited by Ikeda S. and Parker G. et al., 8: 151-180, AGU, Washington D.C. Struiksma N., Olesen K.W., Flokstra C. and De Veriend H.J., 1985, Bed deformation in curved alluvial channels, Journal of Hydraulic Research, 23: 57-79. Tubino M. and Seminara G., 1990, Free-forced interactions in developing meanders and suppression of free bars, Journal of Fluid Mechanics, 214 : 131-159 Tubino M., Repetto R. and Zolezzi G., 2000, Free bars in Rivers, Journal of hydraulic Research, 37(6) : 759 – 775 Vasquez J.A., 2005, Two-dimensional finite element river morphology model, PhD thesis, University of British Columbia, Canada. Vasquez J.A., Millar R.G., and Steffler P.M., 2007, Two-dimensional finite element river morphology model, Canada Journal of Civil Engineering, 34: 752-760. Whiting P.J. and Dietrich W.E., 1993, Experimental Constraints on Bar Migration Through Bends: Implications for Meander Wavelength Selection, Water Resources Research, 29(4) : 1091-1102 Wu F.C., and Yeh T.H., 2005, Forced bars induced by variations of channel width: Implications for incipient bifurcation, Journal of Geophysical Research, 110, F02009 Zech Y., Soares-Frazao S., Spinewine B., Bellal M., and Savary C., 2005, The morphodynamics of super- and transcritical flow, in River, Coastal and Estuarine Morphodynamics, edited by Parker G. and Garcia M., pp.239-251, Taylor & Francis Group, London. | |
| dc.identifier.uri | http://tdr.lib.ntu.edu.tw/jspui/handle/123456789/9130 | - |
| dc.description.abstract | 本研究利用二維有限元素河川形貌動力模式,探討自由沙洲受變寬渠強制效應之影響。本研究所發展數值模式具有兩個特色:第一是使用流線曲率項來修正底床拖移載受到水流二次流影響後的運動方向。第二是以流線上風演算法處理泥沙連續方程式,使數值模式具有模擬強制沙洲(兩側沙洲、中央沙洲)與自由沙洲共存之能力。數值模擬發現強制沙洲與自由沙洲共存狀態屬於疊加,因此可將自由沙洲之演變取出討論。研究結果顯示自由沙洲之發展到達平衡狀態時,其波高、波長與波速受到渠寬變化所影響,會產生穩定的周期性波動,其週期平均值會隨變寬渠之振幅與波數增大而減小,本研究進一步將變寬渠之振幅與波數整合為一強制因子,對自由沙洲之影響效應進行量化分析,證明自由沙洲會受渠寬變化影響而被壓抑。 | zh_TW |
| dc.description.abstract | In this study a two-dimensional finite-element (2D FE) morphodynamic model is developed to investigate the forcing effects of periodic width variation on free bars. Two features of the proposed model include: (1) The streamline curvature are used to correct the bed load direction effected by secondary flows. (2) The streamline upwind Petrov-Galerkin (SUPG) scheme is applied to solve the sediment continuity equation, which makes it possible to simulate the coexistence of free bars and forced bars (such as side bars and central bars). It is found that the coexistence of free and forced bars is a superposition of the two types of bedform. Thus the free-bar component can be extracted for our study. The results reveal that the bar height, wavelength and celerity of free bars affected by the effect of width variation lead to a periodic wavy pattern when the development of free bars reach the equilibrium state. The mean components of free bars in a cycle of channels with variable-width are inverse proportioned to the amplitude and wave number of width variation. We further derive a forcing factor by combining the amplitude with wave number of width variation and quantitatively prove that the free bars are suppressed by the forcing factor of channels with variable width. | en |
| dc.description.provenance | Made available in DSpace on 2021-05-20T20:10:18Z (GMT). No. of bitstreams: 1 ntu-98-R94622043-1.pdf: 4934971 bytes, checksum: 95cad3ea19fdd0daeaf444e1e819e414 (MD5) Previous issue date: 2009 | en |
| dc.description.tableofcontents | Contents
摘要 i Abstrac ii List of Tables iii List of Figures iv List of Symbols viii Chap 1 Introduction 1.1 Statement of Problem 1-1 1.2 Literature Review 1-2 1.2.1 Study of free bars 1-2 1.2.2 Study of forced bars 1-5 1.2.3 Free bars affected by channel geometry 1-9 1.2.4 Morphodynamic model 1-11 1.3 Scope of Study 1-13 Chap 2 Mathematical Model 2.1 Governing Equations of Hydrodynamic Model 2-1 2.2 Governing Equations of Bed Evolution Model 2-3 2.2.1 Closure relations 2-3 2.3 Finite Element Method 2-5 2.3.1 Streamline upwind Petrov-Galerkin scheme 2-5 2.3.2 Applying CDG scheme to bed evolution model 2-9 2.4 Model Implementation 2-11 Chap 3 Model Validation 3.1 Validation of Hydrodynamics Model 3-1 3.1.1 Channel with variable width 3-1 3.2 Validation of Bed Evolution Model 3-6 3.2.1 Forced bars – side bars 3-6 3.2.2 Forced bars – central bars 3-10 3.2.3 Free migrating alternate bars 3-13 3.2.4 Coexistence of free and forced bars 3-18 Chap 4 Forcing Effect of Width Variation on Free Bars 4.1 Numerical Experiments 4-1 4.2 Numerical Results 4-4 4.2.1 Coexistence of forced and free bars 4-4 4.2.2 Evolution of free bars in channels with variable width 4-6 4.2.3 Quantitative forcing effect on equilibrium stage 4-17 Chap 5 Conclusions 5.1 Conclusions 5-1 5.1.1 2D morphodynamic model 5-1 5.1.2 Influences of forcing effect on free bars 5-2 5.2 Suggestions 5-4 Reference R-1 | |
| dc.language.iso | en | |
| dc.title | 以二維有限元素形貌動力模式探討渠道強制效應對自由沙洲之影響 | zh_TW |
| dc.title | Investigating the Influences of Channel Forcing Effect on Free Bars Using a 2D Finite-Element Morphodynamic Model | en |
| dc.type | Thesis | |
| dc.date.schoolyear | 97-2 | |
| dc.description.degree | 碩士 | |
| dc.contributor.oralexamcommittee | 顏清連(Ching-lian Yan),楊德良(Der-Liang Young),卡艾瑋(H. Capart) | |
| dc.subject.keyword | 形貌動力模式,有限元素法,流線上風演算法,自由沙洲,強制效應, | zh_TW |
| dc.subject.keyword | Morphodynamic model,finite-element method,streamline-upwind Patrov-Galerkin method,free bars,forcing effect, | en |
| dc.relation.page | 94 | |
| dc.rights.note | 同意授權(全球公開) | |
| dc.date.accepted | 2009-07-29 | |
| 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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