Parameterization of the logarithmic layer of double-averaged streamwise velocity profiles in gravel-bed river flows

The logarithmic layer of double-averaged (in time and space) streamwise velocity profiles obtained from field measurements made in the Swiss rivers, Venoge and Chamberonne is parameterized and discussed. Velocity measurements were made using a 3D Acoustic Doppler Velocity Profiler. Both riverbeds are hydraulically rough, composed of coarse gravel, with relative submergences ($h/{D}_{50}$) of 5.25 and 5.96, respectively. From the observations, the flow may be divided into three different layers: a roughness layer near the bed, an equivalent logarithmic layer and a surface or outer layer. It was found that a logarithmic law can describe the double-averaged profiles in the layer $0.30<z/h<0.75$. The parameterization of the logarithmic law is discussed. Special emphasis is given to the geometric parameters roughness and zero-displacement heights and to the equivalent von Karman constant.

[1]  A. Roy,et al.  Effects of a pebble cluster on the turbulent structure of a depth-limited flow in a gravel-bed river , 1998 .

[2]  A field study of transport and mixing in a river using an acoustic Doppler velocity profiler , 2001 .

[3]  U. Lemmin,et al.  Means of noise reduction in acoustic turbulence measurements , 2006 .

[4]  Fabián López,et al.  Mean Flow and Turbulence Structure of Open-Channel Flow through Non-Emergent Vegetation , 2001 .

[5]  U. Lemmin,et al.  Ultrasonic scattering in highly turbulent clear water flow , 1997 .

[6]  A. S. Monin,et al.  Statistical Fluid Mechanics: The Mechanics of Turbulence , 1998 .

[7]  Vito Ferro,et al.  Flow Velocity Profiles in Gravel‐Bed Rivers , 1994 .

[8]  J. Pitlick Flow resistance under conditions of intense gravel transport , 1992 .

[9]  A two-component acoustic velocity profiler for use in turbulent open-channel flow , 1997 .

[10]  S. Mclean,et al.  Mean flow and turbulence fields over two‐dimensional bed forms , 1993 .

[11]  K. Koll Parameterisation of the vertical velocity profile in the wall region over rough surfaces , 2006 .

[12]  R. Hotchkiss,et al.  Unobstructed and Obstructed Turbulent Flow in Gravel Bed Rivers , 2005 .

[13]  Andrew P. Nicholas,et al.  Computational fluid dynamics modelling of boundary roughness in gravel‐bed rivers: an investigation of the effects of random variability in bed elevation , 2001 .

[14]  George M. Hornberger,et al.  A mixing layer theory for flow resistance in shallow streams , 2002 .

[15]  N. Riley,et al.  Scaling, self-similarity, and intermediate asymptotics , 1998 .

[16]  G. Smart Turbulent Velocity Profiles and Boundary Shear in Gravel Bed Rivers , 1999 .

[17]  U. Lemmin,et al.  Cross-section periodicity of turbulent gravel-bed river flows , 2005 .

[18]  David Hurther,et al.  A Correction Method for Turbulence Measurements with a 3D Acoustic Doppler Velocity Profiler , 2001 .

[19]  Paolo Blondeaux,et al.  River, coastal and estuarine morphodynamics , 2001 .

[20]  S. R. McLean,et al.  Spatially averaged flow over a wavy surface , 1977 .

[21]  A. Roy,et al.  1 min in the life of a river: selecting the optimal record length for the measurement of turbulence in fluvial boundary layers , 2005 .

[22]  R. D. Jarrett,et al.  Velocity profile, water-surface slope, and bed-material size for selected streams in Colorado , 1984 .

[23]  Vladimir Nikora,et al.  Spatially Averaged Open-Channel Flow over Rough Bed , 2001 .

[24]  Paul A. Carling,et al.  Velocity and turbulence measurements for two overbank flow events in River Severn , 2002 .

[25]  Vladimir Nikora,et al.  Zero-plane displacement for rough-bed open-channel flows. , 2002 .

[26]  V. Ferro,et al.  The influence of roughness geometry and Shields parameter on flow resistance in gravel‐bed channels , 1997 .

[27]  Vladimir Nikora,et al.  Turbulence Characteristics of New Zealand Gravel-Bed Rivers , 1997 .

[28]  U. Lemmin,et al.  Eliminating velocity aliasing in acoustic Doppler velocity profiler data , 2006 .

[29]  J. Aberle Spatially averaged near-bed flow field over rough armor layers , 2006 .

[30]  F. Clauser The Turbulent Boundary Layer , 1956 .

[31]  S. Tan,et al.  Velocity Distribution and Dip-Phenomenon in Smooth Uniform Open Channel Flows , 2004 .

[32]  Double-averaged flow field over static armor layers , 2004 .

[33]  K. Lam,et al.  A field study of extremely rough, three-dimensional river flow. , 2004 .

[34]  J. Finnigan,et al.  On the definition of shear velocity in rough bed open channel flows , 2006 .

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

[36]  M. Wolman A method of sampling coarse river‐bed material , 1954 .

[37]  Thomas B. Sanford,et al.  Turbulent properties in a homogeneous tidal bottom boundary layer , 1999 .