Hydrodynamic Behavior of Partly Vegetated Open Channels

The hydrodynamic response of turbulent flow in a compound wide rectangular open channel with a vegetated domain at the channel bank, in a channel corner and in a floodplain, to the vegetation density and diameter is discussed. To this end a phenomenological model was imbedded in an algebraic stress model with the vegetation modeled as an internal resistance that exerts drag force, produces energy of turbulence, and interferes with its anisotropy and length scale. Simple suggestions for some modeling problems associated with the presence of wide vegetated domains are used to yield the three-dimensional flow. Vorticity sources relaxation was implemented to smooth periodic behavior, and dissipation correction was introduced as a coordinate-invariant damping. With these, the results represent fully developed flow.

[1]  H. Schlichting Boundary Layer Theory , 1955 .

[2]  B. Launder,et al.  THE NUMERICAL COMPUTATION OF TURBULENT FLOW , 1974 .

[3]  N. Wilson,et al.  A Higher Order Closure Model for Canopy Flow , 1977 .

[4]  A. Thom,et al.  Turbulence in and above Plant Canopies , 1981 .

[5]  Applicability of algebraic models based on unidirectional flow to duct flow with lateral motion , 1981 .

[6]  M. Raupach,et al.  Averaging procedures for flow within vegetation canopies , 1982 .

[7]  W. Rodi,et al.  Calculation of Secondary Currents in Channel Flow , 1982 .

[8]  D. Knight,et al.  Flood Plain and Main Channel Flow Interaction , 1983 .

[9]  Peter R. Wormleaton,et al.  Flow Distribution in Compound Channels , 1985 .

[10]  E. Pasche,et al.  Overbank Flow with Vegetatively Roughened Flood Plains , 1985 .

[11]  Stavros Tavoularis,et al.  Structure of Turbulence in Compound Channel Flows , 1985 .

[12]  V. C. Patel,et al.  Turbulence models for near-wall and low Reynolds number flows - A review , 1985 .

[13]  Y. Lau,et al.  Turbulence Modelling of Flood Plain Flows , 1986 .

[14]  B. Launder,et al.  The numerical computation of turbulent flows , 1990 .

[15]  D. Stephenson,et al.  Effects of momentum transfer in compound channels , 1990 .

[16]  Numerical Study on Fully-Developed Turbulent Flow in Vegetated and Non-Vegetated Zones in a Cross-Section of Open Channel , 1992 .

[17]  T. Tsujimoto Appearance of organized fluctuations in open-channel flow with vegetated zone , 1992 .

[18]  Iehisa Nezu,et al.  Hydrodynamic behavior of compound rectangular open channels , 1993 .

[19]  H. Hiraoka,et al.  Modelling of turbulent flows within plant/urban canopies , 1993 .

[20]  Iehisa Nezu,et al.  Calculation of Compound‐Open‐Channel Flow , 1993 .

[21]  Unstable patterns in partly vegetated channels , 1996 .