A probabilistic description of the bed load sediment flux: 1. Theory

被引:123
作者
Furbish, David Jon [1 ,2 ]
Haff, Peter K. [3 ]
Roseberry, John C. [1 ,2 ]
Schmeeckle, Mark W. [4 ]
机构
[1] Vanderbilt Univ, Dept Earth & Environm Sci, Nashville, TN 37235 USA
[2] Vanderbilt Univ, Dept Civil & Environm Engn, Nashville, TN 37235 USA
[3] Duke Univ, Nicholas Sch Environm, Div Earth & Ocean Sci, Durham, NC 27708 USA
[4] Arizona State Univ, Sch Geog Sci & Urban Planning, Tempe, AZ USA
基金
美国国家科学基金会;
关键词
ARBITRARILY SLOPING BEDS; LOW SHIELDS STRESS; BEDLOAD TRANSPORT; TURBULENCE STRUCTURE; COARSE PARTICLES; ENTRAINMENT; MOTION; FORMS; INSTABILITY; DIFFUSION;
D O I
10.1029/2012JF002352
中图分类号
P [天文学、地球科学];
学科分类号
07 ;
摘要
We provide a probabilistic definition of the bed load sediment flux. In treating particle positions and motions as stochastic quantities, a flux form of the Master equation (a general expression of conservation) reveals that the volumetric flux involves an advective part equal to the product of an average particle velocity and the particle activity (the solid volume of particles in motion per unit streambed area), and a diffusive part involving the gradient of the product of the particle activity and a diffusivity that arises from the second moment of the probability density function of particle displacements. Gradients in the activity, instantaneous or time-averaged, therefore effect a particle flux. Time-averaged descriptions of the flux involve averaged products of the particle activity, the particle velocity and the diffusivity; the significance of these products depends on the scale of averaging. The flux form of the Exner equation looks like a Fokker-Planck equation (an advection-diffusion form of the Master equation). The entrainment form of the Exner equation similarly involves advective and diffusive terms, but because it is based on the joint probability density function of particle hop distances and associated travel times, this form involves a time derivative term that represents a lag effect associated with the exchange of particles between the static and active states. The formulation is consistent with experimental measurements and simulations of particle motions reported in companion papers.
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页数:21
相关论文
共 64 条
  • [31] Heavy-tailed travel distance in gravel bed transport: An exploratory enquiry
    Hill, K. M.
    DellAngelo, L.
    Meerschaert, Mark M.
    [J]. JOURNAL OF GEOPHYSICAL RESEARCH-EARTH SURFACE, 2010, 115
  • [32] Interactions between bed forms: Topography, turbulence, and transport
    Jerolmack, D
    Mohrig, D
    [J]. JOURNAL OF GEOPHYSICAL RESEARCH-EARTH SURFACE, 2005, 110 (F2)
  • [33] Kahn B. P., 2011, THESIS VANDERBILT U
  • [34] Kahn B. P., 2010, 2010 FALL M AGU SAN
  • [35] Bed load transport in turbulent flow at the grain scale: Experiments and modeling
    Lajeunesse, E.
    Malverti, L.
    Charru, F.
    [J]. JOURNAL OF GEOPHYSICAL RESEARCH-EARTH SURFACE, 2010, 115
  • [36] Stochastic sediment transport in soil erosion
    Lisle, IG
    Rose, CW
    Hogarth, WL
    Hairsine, PB
    Sander, GC
    Parlange, JY
    [J]. JOURNAL OF HYDROLOGY, 1998, 204 (1-4) : 217 - 230
  • [37] The physical basis for anomalous diffusion in bed load transport
    Martin, Raleigh L.
    Jerolmack, Douglas J.
    Schumer, Rina
    [J]. JOURNAL OF GEOPHYSICAL RESEARCH-EARTH SURFACE, 2012, 117
  • [38] TURBULENCE STRUCTURE OVER 2-DIMENSIONAL BED FORMS - IMPLICATIONS FOR SEDIMENT TRANSPORT
    MCLEAN, SR
    NELSON, JM
    WOLFE, SR
    [J]. JOURNAL OF GEOPHYSICAL RESEARCH-OCEANS, 1994, 99 (C6) : 12729 - 12747
  • [39] NAKAGAWA H, 1980, J HYDR ENG DIV-ASCE, V106, P2029
  • [40] Nelson J.M., 1989, RIVER MEANDERING, V12, P321, DOI [10.1029/WM012p0321, DOI 10.1029/WM012P0321]