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Nearly pure sorting waves and formation of bedload sheets

Published online by Cambridge University Press:  26 April 2006

Giovanni Seminara
Affiliation:
Istituto di Idraulica, Facoltà di Ingegneria, Università di Genova, Italy
Marco Colombini
Affiliation:
Istituto di Idraulica, Facoltà di Ingegneria, Università di Genova, Italy
Gary Parker
Affiliation:
St. Anthony Falls Hydraulics Laboratory, University of Minnesota, USA

Abstract

Bedload sheets are coherent migrating patterns of bed material recently observed both in flume studies and in field streams with beds of coarse sand and fine gravel. This newly recognized feature is inherently associated with the heterogeneous character of the sediment and consists of sorting waves with distinct coarse fronts only one or two coarse grains high.

The question of the formation of bedload sheets poses an interesting and peculiar stability problem for the grain size distribution. Sorting waves are essentially two-dimensional migrating perturbations associated with variations of this distribution. We show that their growth is strictly associated with grain sorting. In fact the latter gives rise to perturbations of bedload transport which drive small perturbations of bottom elevation the amplitude of which scales with grain size. The sorting wave also induces spatial variations of bottom roughness, and consequently alters the fluid motion, which conversely exerts a spatially varying stress on the bed. The feature of bedload sheets which allows them to be distinguished from dunes over beds with coarse sand or fine gravel is then the fact that sorting is the dominant effect controlling their growth, rather than being a relatively small perturbation of the mechanism which gives rise to dunes in the case of uniform sediment.

The requirement that perturbations should not alter the sediment budget leads to an integral condition which gives rise to an integro-differential mathematical problem. With the help of recently developed bedload relationships suitable for mixtures, as well as appropriate modelling of turbulent channel flow over a bed with spatially periodic perturbations of bottom elevation and roughness we are able to derive a general dispersion relation which can be readily solved in terms of undisturbed size densities in the form of sums of Dirac distributions.

Perturbations are found to be unstable within a range of wavenumbers depending on the relative roughness and Froude number. We show that when the effects of perturbations of bottom elevation are neglected the unstable region corresponds to the range of conditions where the bottom stress leads bottom roughness, a range distinct from that which characterizes the formation of dunes. This result is given a physical explanation which depends crucially on the deviation from equal mobility of different grain sizes in the surface layer. The effect of perturbations of bottom elevation is however not negligible when the bottom roughness is fairly large compared to depth. In the latter case perturbations of bottom elevation and of bottom roughness are equally important, and gravel sheets are not easily distinguished from small-amplitude dunes.

Comparison with the field observations of Whiting et al. (1985, 1988) is satisfactory insofar as the bedload sheet mode is unstable under the conditions of the experiments, and the predicted wavelengths fall within the experimental range. The laboratory observations of Kuhnle & Southard (1988), on the other hand, appear to fall within a range of bottom roughness where the observed bedforms do not exhibit features unambiguously distinct from those of small-amplitude dunes.

Type
Research Article
Copyright
© 1996 Cambridge University Press

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References

Antonia, R. A. & Luxton, R. E. 1971 The response of a turbulent boundary to a step change in surface roughness. Part 1. J. Fluid Mech. 48, 721761.Google Scholar
Antonia, R. A. & Luxton, R. E. 1972 The response of a turbulent boundary to a step change in surface roughness. Part 2. J. Fluid Mech. 49, 737757.Google Scholar
Ashida, K. & Michiue, M. 1972 Study on hydraulic resistance and bedload transport rate in alluvial streams. Trans. JSCE 206, 5969.Google Scholar
Egiazaroff, I. V. 1965 Calculation of nonuniform sediment concentrations. J. Hydraul. Div. ASCE 91 HY4, 225247.Google Scholar
Einstein, H. A. 1950 The bed-load function for sediment transportation in open channel flows. Tech. Bull. 1026, USDA Soil Conservation Service.
Engelund, J. F. & Fredsøe, J. 1982 Sediment ripples and dunes. Ann. Rev. Fluid Mech. 14, 1337.Google Scholar
Hirano, M. 1971 River bed degradation with armoring. Trans. JSCE 195, 5565.Google Scholar
Iseya, F. & Ikeda, H. 1987 Pulsations in bedload transport rate induced by a longitudinal sediment sorting: a flume study using sand and gravel mixtures. Geografiska Annaler 69 A(1), 1527.Google Scholar
Jacobs, W. 1939 Umformung eines turbulenzen Geschwindigkeits-Profils. Z. Angew. Math. Mech. 19 87100 (quoted from Boundary-Layer Theory by H. Schlichting, 6th edn., pp. 615–616, McGraw-Hill, 1968).Google Scholar
Kennedy, J. F. 1963 The mechanics of dunes and antidunes in erodible-bed channels. J. Fluid Mech. 16, 521544.Google Scholar
Kuhnle, R. A. & Southard, J. B. 1988 Bed load transport fluctuations in a gravel bed laboratory channel. Water Resources Res. 24, 247260.Google Scholar
Nakagawa, H. & Tsujimoto, T. 1980 Sand bed instability due to bed load motion. J. Hydraul. Div. ASCE 106 HY12, 20292051.Google Scholar
Nezu, I., Nakagawa, H., Seya, K. & Suzuki, Y. 1990 Response of velocity profile and bed shear stress to abruptly changed roughness in open-channel flows. Proc. Hydraul. Engng JSCE 34 505510 (in Japanese).Google Scholar
Parker, G. 1990 Surface-based bedload transport relation for gravel rivers. J. Hydraul. Res. 20 4, 417436.Google Scholar
Parker, G. 1991 Selective sorting and abrasion of river gravel. I: Theory. J. Hydraul. Engng ASCE 117 2, 131149.Google Scholar
Parker, G. 1992 Some random notes on grain sorting. Proc. Grain Sorting Seminar, Ascona, Switzerland, pp. 1976.
Parker, G. & Klingeman, P. C. 1982 On why gravel-bed streams are paved. Water Resources Res. 18 5, 14091423.Google Scholar
Proffit, G. T. & Sutherland, A. J. 1983 Transport of non-uniform sediments. J. Hydraul. Res. 21 1, 3343.Google Scholar
Ribberink, J.S. 1987 Mathematical modelling of one-dimensional morphological changes in rivers with non-uniform sediment. PhD thesis, Delft University of Technology.
Richards, K. J. 1980 The formation of ripples and dunes on an erodible bed. J. Fluid Mech. 99, 597618.Google Scholar
Samaga, B. R., Ranga Raju, K. G. & Garde, R. J. 1986 Bed load transport of sediment mixtures. J. Hydraul. Engng ASCE 112, 10031018.Google Scholar
Seminara, G. & Tubino, M. 1989 Alternate bars and meandering: free, forced and mixed interactions. In River Meandering (ed. S. Ikeda & G. Parker). AGU Water Resources Monograph, vol. 12, pp. 267320.
Townsend, A. A. 1961 Equilibrium layers and wall turbulence. J. Fluid Mech. 11, 97120.Google Scholar
Townsend, A. A. 1965 The response of a turbulent boundary layer to abrupt change in surface condition. J. Fluid Mech. 22, 799822.Google Scholar
Tsujimoto, T. 1989 Instability of longitudinal distribution of fluvial bed-surface composition. J. Hydrosci. Hydr. Engng JSCE 7, 6980.Google Scholar
Tsujimoto, T., Cardoso, A. H. & Saito, A. 1990 Open channel flow with variable bed shear stress. Proc. Hydraul. Engng JSCE 34 433438 (in Japanese).Google Scholar
White, W. R. & Day, T. J. 1982 Transport of graded gravel bed material. In Gravel-Bed Rivers (ed. R.D. Hey, J.C. Bathurst & C.R. Thorne), pp. 181224. John Wiley and Sons.
Whiting, P. J., Dietrich, W. E., Leopold, L. B. & Collins, L. 1985 The variability of sediment transport in a fine gravel stream. Proc. Intl Fluvial Sedimentalogy Conf. 3rd. Fort Collins, p. 38. Colorado State Univ. Press.
Whiting, P. J., Dietrich, W. E., Leopold, L. B., Drake, T. G. & Shreve, R. L. 1988 Bedload sheets in heterogeneous sediment. Geology 16, 105109.Google Scholar