Abstract
Most gravel rivers show a tendency for characteristic grain size to decrease in the downstream direction over scales of tens or hundreds of kilometers. This change in grain size might be due to a) selective sorting, according to which finer grains are preferentially transported downstream, b) abrasion, by which individual grains are reduced in size, or some combination of the two. Here a framework for the simultaneous treatment of both phenomena is developed. The analysis is restricted to bedload transport of gravel. Differential sorting is treated by means of a hiding function embedded in a surface-based sediment transport relation. Abrasion is postulated to be due primarily to binary collisions between moving bedload and stationary bed particles. The model is applied to river systems undergoing wave-like aggradation such that the river profile obeys an appropriate similarity profile. The results indicate that the downstream variation in grain size is mostly due to selective sorting in the case of quartz, but that abrasion and selective sorting are of roughly equal importance in the case of limestone.
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Kellerhals, R., Neill, C. R., and Bray, D. I. (1972). Hydraulic and geomorphic characteristics of rivers in Alberta. River Engineering and Surface Hydrology Report 72-1, Research Council of Alberta, Edmonton, Alberta, Canada.
Krumbein, W. C. (1941). The effects of abrasion on the size, shape, and roundness of rock fragments. J. Geology, 49, 482–520.
Kuenen, Ph. H. (1956). Experimental abrasion of pebbles. 2. Rolling by current. J. Geology, 64, 336–368.
Maunsell and Partners Pty. Ltd. (1982). Waste rock and sedimentation methodology. Ok Tedi Environmental Study, Vol. 3, 272 p.
Milhous, R. T. (1973). Sediment transport in a gravel-bottomed stream. Thesis presented to Oregon State University at Corvallis, Oregon, in partial fulfillment of the requirements for the degree of Doctor of Philosophy, 232 p.
Morisawa, M. (1968). Streams: their Dynamics and Morphology. McGraw-Hill, 175 p.
Parker, G. (1989a). The “acronym” series of Pascal programs for computing bedload transport in gravel rivers. External Memorandum, St. Anthony Falls Hydraulic Laboratory, University of Minnesota, Minneapolis.
Parker, G. (1989b). Surface-based bedload transport relation for gravel rivers. Submitted to J. Hydraul. Research, IAHR.
Parker, G. (1989c). Selective sorting and abrasion of river gravel: theory. Submitted to J. Hydraul. Engrg., ASCE.
Parker, G. (1989d). Selective sorting and abrasion of river gravel: applications. Submitted to J. Hydraul. Engrg., ASCE.
Shaw, J., and Kellerhals, R. (1982). The Composition of recent alluvial gravels in Alberta river beds. Bulletin 41, Alberta Research Council, Edmonton, Alberta, 151 p.
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© 1991 Springer-Verlag
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Parker, G. (1991). Downstream variation of grain size in gravel rivers: Abrasion versus selective sorting. In: Armanini, A., Di Silvio, G. (eds) Fluvial Hydraulics of Mountain Regions. Lecture Notes in Earth Sciences, vol 37. Springer, Berlin, Heidelberg. https://doi.org/10.1007/BFb0011201
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DOI: https://doi.org/10.1007/BFb0011201
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