Assessment of water depth change patterns in 120° sharp bend using numerical model
Tài liệu tham khảo
Akhtari, 2009, Experimental investigations of water surface characteristics in strongly-curved open channels, J. Appl. Sci., 9, 3699, 10.3923/jas.2009.3699.3706
Anwar, 1986, Turbulent structure in a river bend, J. Hydraulic Eng., 112, 657, 10.1061/(ASCE)0733-9429(1986)112:8(657)
Armfield Limited, Co., 1995
Baghlani, 2012, Application of a high-resolution scheme in simulation of flow in curved channel using boundary-fitted curvilinear coordinates, Sci. Iran., 19, 1463, 10.1016/j.scient.2012.10.006
Bergs, 1990
Blanckaert, 2001, Mean flow and turbulence in open channel bend, J. Hydraulic Eng., 127, 835, 10.1061/(ASCE)0733-9429(2001)127:10(835)
Bodnár, 2006, Numerical simulation of turbulent free-surface flow in curved channel, Flow Turbul. Combust., 76, 429, 10.1007/s10494-006-9030-x
DeMarchis, 2006, 3D numerical simulation of curved open channel flows, 86
Ferguson, 2003, Flow in meander bends with recirculation at the inner bank, Water Resour. Res., 39, 1322, 10.1029/2003WR001965
Gholami, 2014, Experimental and numerical study on velocity fields and water surface profile in a strongly-curved 90° open channel bend, Eng. Appl. Comput. Fluid Mech., 8, 447
Gholami, 2015, Predicting the velocity field in a 90° open channel bend using a gene expression programming model, Flow Meas. Instrum., 46, 189, 10.1016/j.flowmeasinst.2015.10.006
Gholami, 2015, Simulation of open channel bend characteristics using computational fluid dynamics and artificial neural networks, Eng. Appl. Comput. Fluid Mech., 9, 355
Gholami, 2016, Improving the performance of multi-layer perceptron and radial basis function models with a decision tree model to predict flow variables in a sharp 90° bend, Appl. Soft Comput., 48, 563, 10.1016/j.asoc.2016.07.035
Jing, 2014, Numerical modeling of flow in continuous bends from Daliushu to Shapotou in Yellow River, Water Sci. Eng., 7, 194
Leschziner, 1979, Calculation of strongly curved open channel flow, J. Hydraulics Div., 105, 1297, 10.1061/JYCEAJ.0005286
Lien, 1999, Bend-flow simulation using 2D depth-averaged model, J. Hydraulic Eng., 125, 1097, 10.1061/(ASCE)0733-9429(1999)125:10(1097)
Liu, 2008, Three-dimensional numerical model with free water surface and mesh deformation for local sediment scour, J. Waterway Port Coast. Ocean Eng., 134, 203, 10.1061/(ASCE)0733-950X(2008)134:4(203)
FLUENT Manual, 2005
Naji, 2010, Experimental and numerical simulation of flow in a 90° bend, Flow Meas. Instrum., 21, 292, 10.1016/j.flowmeasinst.2010.03.002
Ottevanger, 2011, Processes governing the flow redistribution in sharp river bends, Geomorphology, 163−164, 45
Ramamurthy, 2013, Three-dimensional simulation parameters for 90° open channel bend flows, J. Comput. Civil Eng., 27, 282, 10.1061/(ASCE)CP.1943-5487.0000209
Rozovskii, 1961
Steffler, 1985, Water surface change of channel curvature, J. Hydraulic Eng., 111, 866, 10.1061/(ASCE)0733-9429(1985)111:5(866)
Sui, 2006, An experimental study into local scour in a channel caused by a 90° bend, Can. J. Civil Eng., 33, 902, 10.1139/l06-037
Versteeg, 2007
Yakhot, 1986, Renormalization group analysis of turbulence, I: Basic theory, J. Sci. Comput., 1, 13, 10.1007/BF01061452
Yan, 2011, Experimental study on influence of boundary on location of maximum velocity in open channel flows, Water Sci. Eng., 4, 185
Ye, 1998, Simulation of curved open channel flows by 3D hydrodynamic model, J. Hydraulic Eng., 124, 687, 10.1061/(ASCE)0733-9429(1998)124:7(687)
Zhang, 2008, Three dimensional simulation of meandering river based on 3-D k-ε (RNG) turbulence model, J. Hydrodyn., 20, 448, 10.1016/S1001-6058(08)60079-7
