Statistical characterization of bed roughness due to bed forms: A field study in the Elbe River at Aken, Germany

[1] Bed form geometry and dynamics in a straight section of the Elbe River in Germany is analyzed considering the measured bed surfaces as two-dimensional random fields of bed elevations. Statistically derived roughness parameters are evaluated from high-resolution digital elevation models, which were available for a range of flow rates from low flows to floods. The key results relate to the identification of characteristic scaling regions in the bed surface spectra, and to observed relationships between water discharge and both the standard deviation and a factor of the “−3” spectral law of bed elevations. Two-dimensional second-order structure functions of bed elevations are also analyzed to gain further insight into the spatial structure of sand wave beds. In addition, the interrelations between flow rate hysteresis and the statistical structure of bed forms, as well as effects of channel modification by groynes, are highlighted and discussed. The reported results demonstrate that statistical parameters of bed forms may be used for characterization and prediction of flow-dependent sand bed roughness.

[1]  D. Mohrig,et al.  A unified model for subaqueous bed form dynamics , 2005 .

[2]  M. Yalin Geometrical Properties of Sand Wave , 1964 .

[3]  C. F. van der Mark,et al.  A semi-analytical model for form drag of river bedforms , 2004 .

[4]  R. A. Antonia,et al.  A comparison of methods of computing power spectra of LDA signals , 1996 .

[5]  Fazle Karim,et al.  Bed Configuration and Hydraulic Resistance in Alluvial-Channel Flows , 1995 .

[6]  Sergio Montes,et al.  Hydraulics of open channel flow , 1998 .

[7]  C. Mendoza Flow and Transport over Dunes , 2002 .

[8]  Vladimir Nikora,et al.  On gravel‐bed roughness characterization , 1998 .

[9]  Vladimir Nikora,et al.  Statistical properties of armored gravel bed surfaces , 2006 .

[10]  H. Shen,et al.  Statistical Properties of Sediment Bed Profiles , 1977 .

[11]  C. F. Nordin Statistical properties of dune profiles , 1968 .

[12]  J. Kennedy The mechanics of dunes and antidunes in erodible-bed channels , 1963, Journal of Fluid Mechanics.

[13]  P. Allen,et al.  Earth Surface Processes , 1997 .

[14]  V. Nikora,et al.  Statistical sand wave dynamics in one-directional water flows , 1997, Journal of Fluid Mechanics.

[15]  Benoit B. Mandelbrot,et al.  Fractal Geometry of Nature , 1984 .

[16]  S. Bennett,et al.  Morphodynamics of small‐scale superimposed sand waves over migrating dune bed forms , 2005 .

[17]  M. Church,et al.  Bar and dune development during a freshet: Fraser River Estuary, British Columbia, Canada , 2005 .

[18]  John F. Kennedy,et al.  The spectral evolution of sedimentary bed forms , 1974, Journal of Fluid Mechanics.

[19]  P. Y. Julien,et al.  Case Study: Bed Resistance of Rhine River during 1998 Flood , 2002 .

[20]  D. B. Simons,et al.  Resistance to Flow in Alluvial Channels , 1960 .

[21]  J. Allen,et al.  Reaction, relaxation and lag in natural sedimentary systems: General principles, examples and lessons , 1974 .

[22]  Jørgen Fredsøe,et al.  Sediment Ripples and Dunes , 1982 .

[23]  On the modelling of sand bedforms using the semivariogram , 1988 .

[24]  Spectral Analysis of Sand Waves , 1966 .

[25]  J. Bendat,et al.  Random Data: Analysis and Measurement Procedures , 1971 .

[26]  André Robert,et al.  Statistical properties of sediment bed profiles in alluvial channels , 1988 .

[27]  V. Nikora,et al.  Water‐worked gravel surfaces: High‐order structure functions at the particle scale , 2004 .

[28]  Stochastic analysis of bedform dimensions , 1987 .

[29]  M. Hino Equilibrium-range spectra of sand waves formed by flowing water , 1968, Journal of Fluid Mechanics.

[30]  M. Selim Yalin,et al.  Mechanics of sediment transport , 1972 .