Momentum Exchange in Straight Uniform Compound Channel Flow

Transverse exchange of momentum between the channel and the floodplain in straight uniform compound channel flow is considered in this paper. This process results in the so-called “kinematic effect,” a lowering of the total discharge capacity of a compound channel compared to the case where the channel and the floodplain are considered separately. The mechanisms responsible for the momentum exchange are considered. The transverse shear stress in the mixing region is modeled using a newly developed effective eddy viscosity concept, that contains: (1) the effects of horizontal coherent structures moving on an uneven bottom, taking compression and stretching of the vortices into account and (2) the effects of the three-dimensional bottom turbulence. The model gives a good prediction of the transverse profiles of the streamwise velocity and the transverse shear stress of the flood channel facility experiments. Characteristic features of the lateral profile of the eddy viscosity are also well predicted qualita...

[1]  Hugo B. Fischer,et al.  Chapter 5 – Mixing in Rivers , 1979 .

[2]  H. Fischer Mixing in Inland and Coastal Waters , 1979 .

[3]  Takashi Asaeda,et al.  Study on Generation of Periodical Large Surface Eddies in a Composite Channel Flow , 1986 .

[4]  D. Knight,et al.  Turbulence measurements in a shear layer region of a compound channel , 1990 .

[5]  I. Nezu,et al.  Turbulent Structure in Compound Open‐Channel Flows , 1991 .

[6]  A. Cramp,et al.  A note on the observed and predicted flow patterns around islands— Flat Holm, the Bristol Channel , 1991 .

[7]  D. Knight,et al.  Turbulent open-channel flows with variable depth across the channel , 1991, Journal of Fluid Mechanics.

[8]  T. Dracos,et al.  Plane turbulent jets in a bounded fluid layer , 1992, Journal of Fluid Mechanics.

[9]  M. Lambert,et al.  Discharge prediction in straight compound channels using the mixing length concept , 1996 .

[10]  Kazuo Nadaoka,et al.  Shallow-Water Turbulence Modeling and Horizontal Large-Eddy Computation of River Flow , 1998 .

[11]  Compound Open-Channel Flow Modeling with Nonlinear Low-Reynolds k-ε Models , 1998 .

[12]  P. Prinos,et al.  Numerical Study of Momentum Exchange in Compound Open Channel Flow , 1999 .

[13]  W. Uijttewaal,et al.  Effects of shallowness on the development of free-surface mixing layers , 2000 .

[14]  K. Babaeyan-Koopaei,et al.  Two-Dimensional Solution for Straight and Meandering Overbank Flows , 2000 .

[15]  Wim S. J. Uijttewaal,et al.  A linear approach for the evolution of coherent structures in shallow mixing layers , 2002 .