Sediment transport is an intrinsically stochastic process, and measurement of bed load in the environment is further complicated by the unsteady nature of river flooding. Here we present a methodology for analyzing sediment tracer data with unsteady forcing. We define a dimensionless impulse by integrating the cumulative excess shear velocity for the duration of measurement, normalized by grain size. We analyze the dispersion of a plume of cobble tracers in a very flashy stream over two years. The mean and variance of transport distance collapse onto well-defined linear and power-law relations, respectively, when plotted against cumulative dimensionless impulse. Data suggest that the asymptotic limit of bed load tracer dispersion is superdiffusive, in line with a broad class of geophysical flows exhibiting strong directional asymmetry (advection), thin-tailed step lengths and heavy-tailed waiting times. The impulse framework justifies the use of quasi-steady flow approximations for long-term river evolution modeling. Key Points Variability in hydrographs can be quantified using the dimensionless impulse. Sediment tracers display thin-tailed steps and heavy tailed waiting times. Sediment transport should be modeled as an asymmetric random walk. ©2013. American Geophysical Union. All Rights Reserved.
CITATION STYLE
Phillips, C. B., Martin, R. L., & Jerolmack, D. J. (2013). Impulse framework for unsteady flows reveals superdiffusive bed load transport. Geophysical Research Letters, 40(7), 1328–1333. https://doi.org/10.1002/grl.50323
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