Bend-Flow Simulation Using 2D Depth-Averaged Model

The purpose of this paper is to present a 2D depth-averaged model for simulating and examining flow patters in channel bends. In particular, this paper proposes a 2D depth-averaged model that takes into account the influence of the secondary flow phenomenon through the calculation of the dispersion stresses arisen from the integration of the products of the discrepancy between the mean and the true velocity distributions. The proposed model uses an orthogonal curvilinear coordinate system to efficiently and accurately simulate the flow field with irregular boundaries. As for the numerical solution procedure, the two-step split-operator approach consisting of the dispersion step and the propagation step with the staggered grid is used to numerically solve the flow governing equations. Two sets of experimental data from de Vriend and Koch and from Rozovskii were used to demonstrate the model’s capabilities. The former data set was from a mildly curved channel, whereas the latter was from a sharply curved channel. The simulations considering the secondary flow effect agree well with the measured data. Furthermore, an examination of the dispersion stress terms shows that the dispersion stresses play a major role in the transverse convection of the momentum shifting from the inner bank to the outer bank for flows in both mild and sharp bends.

[1]  H. J. De Vriend,et al.  COMPUTATION OF THE FLOW IN SHALLOW RIVER BENDS , 1980 .

[2]  John F. Kennedy,et al.  TRANSVERSE BED SLOPES IN CURVED ALLUVIAL STREAMS , 1978 .

[3]  H. Lien,et al.  Use of two-step split-operator approach for 2D shallow water flow computation , 1999 .

[4]  Syunsuke Ikeda,et al.  Flow and Bed Topography in Curved Open Channels , 1976 .

[5]  James Thomson,et al.  V. On the origin of windings of rivers in alluvial plains, with remarks on the flow of water round bends in pipes , 1877, Proceedings of the Royal Society of London.

[6]  Terry W. Sturm,et al.  NUMERICAL MODELING OF FLOW AROUND BRIDGE ABUTMENTS IN COMPOUND CHANNEL , 1998 .

[7]  I. L. Rozovskii,et al.  Flow of water in bends of open channels , 1957 .

[8]  H. J. De Vriend,et al.  A Mathematical Model Of Steady Flow In Curved Shallow Channels , 1977 .

[9]  Yasuyuki Shimizu,et al.  Three-Dimensional Computation of Flow and Bed Deformation , 1990 .

[10]  C Mockmore,et al.  Flow around Bends in Stable Channels , 1943 .

[11]  H. D. Vriend,et al.  Velocity redistribution in curved rectangular channels , 1981, Journal of Fluid Mechanics.

[12]  M. Hanif Chaudhry,et al.  Depth-averaged open-channel flow model , 1995 .

[13]  Wolfgang Rodi,et al.  CALCULATION OF STRONGLY CURVED OPEN CHANNEL FLOW , 1979 .

[14]  Yee-Chung Jin,et al.  Predicting Flow in Curved Open Channels by Depth-Averaged Method , 1993 .

[15]  C. Yen,et al.  Bed Evolution in Channel Bends , 1990 .

[16]  W. Rodi,et al.  Predictions of Heat and Mass Transfer in Open Channels , 1978 .

[17]  A. Jacob Odgaard,et al.  River-Meander Model: I. Development , 1989 .

[18]  A. Shukhry Flow Around Bends in an Open Flume , 1950 .

[19]  F. Sotiropoulos,et al.  THREE DIMENSIONAL NUMERICAL MODEL FOR FLOW THROUGH NATURAL RIVERS , 1998 .

[20]  John F. Kennedy,et al.  MOMENT MODEL OF NONUNIFORM CHANNEL-BEND FLOW. I: FIXED BEDS , 1993 .