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Journal of Hydraulic Research Volume 26, 1988 - Issue 4
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Original Articles

Prediction of flow characteristics in main channel/flood plain flows

R. J. Keller Department of Civil Engineering, Monash University, Melbourne, Australia
&
W. Rodi Institut für Hydromechanik, Universität Karlsruhe, Karlsruhe, West Germany
Pages 425-441 | Received 27 Apr 1988, Published online: 19 Jan 2010

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Prateek Kumar Singh & Kishanjit Kumar Khatua. (2021) Lateral dissemination of depth-averaged velocity, boundary shear stress and stage-discharge curves for compound channels. ISH Journal of Hydraulic Engineering 27:3, pages 253-266.
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Issam A. Al-Khatib, Khaled A. Abaza & Jumana I. Khatib. (2015) An empirical discharge prediction model for smooth asymmetric compound rectangular channel validated using area method. ISH Journal of Hydraulic Engineering 21:3, pages 231-241.
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J. Sinha, Samir K. Das, P.L. Patel & B.K. Samtani. (2014) Development of Two-layered model for compound open-channel flow. ISH Journal of Hydraulic Engineering 20:3, pages 250-262.
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Lai Sai Hin, Nabil Bessaih, Law Puong Ling, AminuddinAB. Ghani, Nor Azazi Zakaria & Mah Yau Seng. (2008) A study of hydraulic characteristics for flow in equatorial rivers. International Journal of River Basin Management 6:3, pages 213-223.
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Francisco J.M. Simoes & Sam S.-Y. Wang. (1997) Numerical prediction of three-dimensional mixing in a compound open channel. Journal of Hydraulic Research 35:5, pages 619-642.
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M.F. Lambert & R.H.J. Sellin. (1996) Discharge prediction in straight compound channels using the mixing length concept. Journal of Hydraulic Research 34:3, pages 381-394.
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T.G. Thomas & J.J.R. Williams. (1995) Large Eddy Simulation of a symmetric trapezoidal channel at a Reynolds number of 430,000. Journal of Hydraulic Research 33:6, pages 825-842.
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Slobodan Djordjevic. (1993) Mathematical model of unsteady transport and its experimental verification in a compound open channel flow. Journal of Hydraulic Research 31:2, pages 229-248.
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D. W. Knight & K. Shiono. (1990) Turbulence measurements in a shear layer region of a compound channel. Journal of Hydraulic Research 28:2, pages 175-196.
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Articles from other publishers (31)

Jyotirmoy Barman, Mrinal Roy & Bimlesh Kumar. (2023) Velocity estimation in compound channels with different bank slopes using Renyi and Tsallis entropy. Stochastic Environmental Research and Risk Assessment 37:8, pages 2869-2884.
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Xiaobing Chen, Li Chen, Mark C. Stone & Kumud Acharya. (2020) Assessing connectivity between the river channel and floodplains during high flows using hydrodynamic modeling and particle tracking analysis. Journal of Hydrology 583, pages 124609.
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P. Singh, X. TangH. R. Rahimi. (2019) Apparent Shear Stress and Its Coefficient in Asymmetric Compound Channels Using Gene Expression and Neural Network. Journal of Hydrologic Engineering 24:12.
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S. H. Truong, W. S. J. Uijttewaal & M. J. F. Stive. (2019) Exchange Processes Induced by Large Horizontal Coherent Structures in Floodplain Vegetated Channels. Water Resources Research 55:3, pages 2014-2032.
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Alireza Keshavarzi & Hossein Hamidifar. (2018) Kinetic energy and momentum correction coefficients in compound open channels. Natural Hazards 92:3, pages 1859-1869.
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E. D. Johnson & E. A. Cowen. (2017) Estimating bed shear stress from remotely measured surface turbulent dissipation fields in open channel flows. Water Resources Research 53:3, pages 1982-1996.
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Meng Cao & A. J. Roberts. (2015) Modelling suspended sediment in environmental turbulent fluids. Journal of Engineering Mathematics 98:1, pages 187-204.
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Yun Xing, Shengfa Yang, Huajun Zhou & Qiuhua Liang. (2016) Effect of Floodplain Roughness on Velocity Distribution in Mountain Rivers. Procedia Engineering 154, pages 467-475.
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Hossien KordiRamin AminiAbdolreza ZahiriEsmaeil Kordi. (2015) Improved Shiono and Knight Method for Overflow Modeling. Journal of Hydrologic Engineering 20:12.
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H’ssine Boudiaf, Ali Fourar & Fawaz Massouh. (2015) Three-Dimensional Simulation of High Reynolds Turbulent Flows in a Rectangular Open Channel with the Presence of a Disruptive Element (Obstacles) Transversely. Slovak Journal of Civil Engineering 23:1, pages 1-7.
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J. Russell Manson & Steve G. Wallis. 2015. Rivers – Physical, Fluvial and Environmental Processes. Rivers – Physical, Fluvial and Environmental Processes 543 566 .
Chien Pham Van, Eric Deleersnijder, Didier Bousmar & Sandra Soares-Frazão. (2014) Simulation of flow in compound open-channel using a discontinuous Galerkin finite-element method with Smagorinsky turbulence closure. Journal of Hydro-environment Research 8:4, pages 396-409.
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Philip Conway, John James O'Sullivan & Martin Francis Lambert. (2013) Stage–discharge prediction in straight compound channels using 3D numerical models. Proceedings of the Institution of Civil Engineers - Water Management 166:1, pages 3-15.
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Esmaeil KordiIsmail Abustan. (2011) Estimating the Overbank Flow Discharge using Slope-Area Method. Journal of Hydrologic Engineering 16:11, pages 907-913.
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A. R. ZarratiY. C. JinS. Karimpour. (2008) Semianalytical Model for Shear Stress Distribution in Simple and Compound Open Channels. Journal of Hydraulic Engineering 134:2, pages 205-215.
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A. R. ZarratiN. TamaiY. C. Jin. (2005) Mathematical Modeling of Meandering Channels with a Generalized Depth Averaged Model. Journal of Hydraulic Engineering 131:6, pages 467-475.
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Kanhu Charan PatraSrijib K. KarAmartya K. Bhattacharya. (2004) Flow and Velocity Distribution in Meandering Compound Channels. Journal of Hydraulic Engineering 130:5, pages 398-411.
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A. J. Roberts, Z. Mei & Zhenquan Li. (2003) Modelling the Dynamics of Turbulent Floods. SIAM Journal on Applied Mathematics 63:2, pages 423-458.
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P. J. Lee, M. F. Lambert & A. R. Simpson. (2002) Critical depth prediction in straight compound channels. Proceedings of the Institution of Civil Engineers - Water and Maritime Engineering 154:4, pages 317-332.
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S. Proust, N. Rivière, D. Bousmar, A. Paquier & R. Morel. (2002) Velocity Measurements in a Concrete Experimental Channel Representing a Flood Plain. Velocity Measurements in a Concrete Experimental Channel Representing a Flood Plain.
C. B. Vreugdenhil. (2007) ACCURACY AND RELIABILITY OF NUMERICAL RIVER MODELS 1 . JAWRA Journal of the American Water Resources Association 38:4, pages 1083-1095.
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Weiping Liu & C S James. (2000) Estimation of discharge capacity in meandering compound channels using artificial neural networks. Canadian Journal of Civil Engineering 27:2, pages 297-308.
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Bahram BiglariTerry W. Sturm. (1998) Numerical Modeling of Flow around Bridge Abutments in Compound Channel. Journal of Hydraulic Engineering 124:2, pages 156-164.
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. (1997) Impact of Reynolds-average modelling in hydraulics. Proceedings of the Royal Society of London. Series A: Mathematical and Physical Sciences 451:1941, pages 141-164.
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Giuseppe Pezzinga. (1994) Velocity Distribution in Compound Channel Flows by Numerical Modeling. Journal of Hydraulic Engineering 120:10, pages 1176-1198.
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C. J. Lai & C. W. Yen. (2005) Turbulent free surface flow simulation using a multilayer model. International Journal for Numerical Methods in Fluids 16:11, pages 1007-1025.
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J.R.L. Allen. (1992) Large-scale textural patterns and sedimentary processes on tidal salt marshes in the Severn Estuary, southwest Britain. Sedimentary Geology 81:3-4, pages 299-318.
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Jean-Charles Galland, Nicole Goutal & Jean-Michel Hervouet. (1991) TELEMAC: A new numerical model for solving shallow water equations. Advances in Water Resources 14:3, pages 138-148.
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Akihiro Tominaga & Iehisa Nezu. (1991) Turbulent Structure in Compound Open‐Channel Flows. Journal of Hydraulic Engineering 117:1, pages 21-41.
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Koji Shiono & Donald W. Knight. (2006) Turbulent open-channel flows with variable depth across the channel. Journal of Fluid Mechanics 222:-1, pages 617.
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Akihiro TOMINAGA, Kazuhiro EZAKI & Shigeki KOBATAKE. (1990) THREE-DIMENSIONAL TURBULENT STRUCTURE IN COMPOUND OPEN CHANNEL FLOWS複断面開水路流の三次元乱流構造. Doboku Gakkai Ronbunshu 1990:417, pages 129-138.
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