Turbulent flow structure in a gravel‐bed river: Markov chain analysis of the fluctuating velocity profile

Three electromagnetic current meter probes were deployed in a Canadian gravel-bed river to obtain simultaneous records at 10 Hz of streamwise (u) and vertical (v) velocity components at three heights above the bed. By looking at the positive and negative signs of the instantaneous fluctuations from the time-average values of each velocity component at each height, the fluctuating velocity profile of u or v can be treated as a Markov chain with eight states and its statistical properties can be tested against null hypotheses based on the absence of spatial structure. We report results of this novel approach. The most common states of the u profile were those with either higher-than-average or lower-than-average velocities at all heights; these ‘high speed’ and ‘low speed’ states persisted for up to 3 s. The most common v profiles were all-upwards or all-downwards, but these persisted for shorter times than the high speed and low speed u profiles. Analysis of transition probabilities shows statistically significant tendencies for acceleration from the low speed u profile, and change from all-upwards to all-downwards v profile, to take place progressively from the uppermost probe downwards, in a sweep-like way. Deceleration from the high speed to low speed u profile and change from all-downwards to all-upwards v profile (burst-like behaviour) do not show such clear patterns. The results are interpreted in terms of the advection of inverted wedges of relatively high-momentum fluid, followed by more chaotic structures. A separate set of flow visualization experiments over a mixed gravel bed in a flume supports the presence of advected wedge structures, the decelerating part of the sequence corresponding to irregular ejections of near-bed fluid.

[1]  K. Kawanisi,et al.  An instantaneous 3-D analysis of turbulent flow in the wake of a hemisphere , 1993 .

[2]  E. Levi Oscillatory Model for Wall‐Bounded Turbulence , 1983 .

[3]  A. Kirkbride Turbulence structure in straight gravel-bed channels , 1994 .

[4]  Catherine M. Allen,et al.  Numerical simulation of contaminant dispersion in estuary flows , 1982, Proceedings of the Royal Society of London. A. Mathematical and Physical Sciences.

[5]  M. S. Acarlar,et al.  A study of hairpin vortices in a laminar boundary layer. Part 1. Hairpin vortices generated by a hemisphere protuberance , 1987, Journal of Fluid Mechanics.

[6]  H. D. Miller,et al.  The Theory Of Stochastic Processes , 1977, The Mathematical Gazette.

[7]  A. J. Grass,et al.  Vortical structures and coherent motion in turbulent flow over smooth and rough boundaries , 1991, Philosophical Transactions of the Royal Society of London. Series A: Physical and Engineering Sciences.

[8]  M. Lapointe,et al.  Burst‐like sediment suspension events in a sand bed river , 1992 .

[9]  Hugo B. Fischer,et al.  Longitudinal Dispersion and Turbulent Mixing in Open-Channel Flow , 1973 .

[10]  A. Grass Structural features of turbulent flow over smooth and rough boundaries , 1971, Journal of Fluid Mechanics.

[11]  Iehisa Nezu,et al.  Structure of space-time correlations of bursting phenomena in an open-channel flow , 1981, Journal of Fluid Mechanics.

[12]  Pamela S. Naden An erosion criterion for gravel‐bed rivers , 1987 .

[13]  J. Best On the interactions between turbulent flow structure, sediment transport and bedform development: some considerations from recent experimental research , 1993 .

[14]  R. E. Falco,et al.  Coherent motions in the outer region of turbulent boundary layers , 1977 .

[15]  A. D. Heathershaw,et al.  Sea-bed noises reveal role of turbulent bursting phenomenon in sediment transport by tidal currents , 1985, Nature.

[16]  Keith Richards,et al.  Estimation of flow resistance in gravel‐bedded rivers: A physical explanation of the multiplier of roughness length , 1992 .

[17]  F. A. Schraub,et al.  The structure of turbulent boundary layers , 1967, Journal of Fluid Mechanics.

[18]  Raul S. McQuivey,et al.  Summary of turbulence data from rivers, conveyance channels, and laboratory flumes , 1973 .

[19]  J. Bridge,et al.  A MODEL FOR THE ENTRAINMENT AND TRANSPORT OF SEDIMENT GRAINS OF MIXED SIZES, SHAPES, AND DENSITIES , 1992 .

[20]  A visual study of turbulent shear flow , 1973 .

[21]  M. R. Head,et al.  New aspects of turbulent boundary-layer structure , 1981, Journal of Fluid Mechanics.

[22]  Peter D. Thorne,et al.  Measurements of turbulence in the benthic boundary layer over a gravel bed , 1989 .