Exner equation: A continuum approximation of a discrete granular system

被引:27
作者
Coleman, S. E. [1 ]
Nikora, V. I. [2 ]
机构
[1] Univ Auckland, Dept Civil & Environm Engn, Auckland 1, New Zealand
[2] Univ Aberdeen, Sch Engn, Aberdeen AB24 3UE, Scotland
关键词
BED-LOAD TRANSPORT; BEDFORM MIGRATION; BEDLOAD TRANSPORT; RIPPLES; STABILITY; FLOWS; DUNES; MODEL;
D O I
10.1029/2008WR007604
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
In contrast to using a standard control volume approach, general statements of sediment mass balance are derived herein from spatial averaging of the sub-particle-scale differential equation of solid mass conservation. The general form of the Exner equation for sediment continuity that is obtained enables analyses in terms of size fractions and also in terms of individual or successive layers, where layer interfaces (e. g., for the bed surface and for bed and suspended loads) are defined on the basis of isosurfaces of sediment concentration (volume fraction) or other sediment properties (e. g., densities or transport rates) within regions of constant concentration. The presented expressions highlight the averaged nature of variables and also the effects of the scales of consideration on definition and interpretation of the macroscopic (mixture-scale) sediment and layer properties (e. g., averaged densities, volume concentrations or fractions, velocities, transport modes and rates, interfaces, and bed layers). For appropriate simplifications, the general form of the Exner equation is shown to reduce to give more specific conventional expressions, revealing the assumptions implicit in these equations.
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页数:8
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