Depth-integrated equations for entraining granular flows in narrow channels

被引:32
|
作者
Capart, H. [1 ,2 ]
Hung, C. -Y. [1 ,2 ,3 ]
Stark, C. P. [3 ]
机构
[1] Natl Taiwan Univ, Dept Civil Engn, Taipei 106, Taiwan
[2] Natl Taiwan Univ, Hydrotech Res Inst, Taipei 106, Taiwan
[3] Columbia Univ, Lamont Doherty Geol Observ, Palisades, NY 10964 USA
基金
美国国家科学基金会;
关键词
channel flow; granular media; FREE-SURFACE FLOWS; MODEL; MU(I)-RHEOLOGY; AVALANCHES; RUNOUT;
D O I
10.1017/jfm.2014.713
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
Flowing over erodible beds, channelized granular avalanches can alter their volume by entraining or detraining basal grains. In detail, entrainment results from a gradual adjustment of stress and velocity profiles over depth, bringing bed material past yield (and vice versa for detrainment). To capture this process, we propose new depth-integrated equations that balance kinetic energy in addition to mass and momentum. The equations require a local granular rheology, assumed viscoplastic, but no extra erosion law. Entrainment rates are instead deduced from the depth-integrated layer dynamics. To check the approach, we obtain solutions for non-equilibrium heap flows, and compare them with experiments conducted in a seesaw channel.
引用
收藏
页数:12
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