Title of article
Characteristics of Hyperconcentrated Sediment-Laden Flows
Author/Authors
Ni، Jinren نويسنده , , Huang، Xiangjiang نويسنده , , Borthwick، Alistair G. L. نويسنده ,
Issue Information
ماهنامه با شماره پیاپی سال 2003
Pages
-1488
From page
1489
To page
0
Abstract
Microscopic and macroscopic characteristics of hyperconcentrated sediment-laden flows are investigated using kinetic theory for differing concentrations of non-cohesive sediment particles. Variations in the microscopic particle velocity distribution function and in derived macroscopic variables such as the particle mean velocity, particle fluctuating velocity, and particle number per unit volume are discussed. Analysis of the microscopic characteristics shows that the peak value of the particle velocity probability density distribution function decreases with increasing vertically averaged volumetric (or mean) particle concentration Cv, particularly when Cv exceeds a certain threshold. A case study indicates that the characteristic velocity uc is hardly influenced by the particle concentration, but the standard deviation (sigma) is significantly affected. For given particle concentrations, both uc and (sigma) tend to become larger with increasing relative elevation from the bottom. From the derived macroscopic characteristics, apparent changes can be observed in the profiles of particle mean velocity, particle fluctuating velocity, and particle concentration when Cv is greater than the threshold value.
Keywords
Continuous beams , differential equations , Dynamic response , Elastic foundations , Pressure distribution , Railroad tracks , Transverse shear , Steady state models
Journal title
JOURNAL OF ENGINEERING MECHANICS
Serial Year
2003
Journal title
JOURNAL OF ENGINEERING MECHANICS
Record number
46926
Link To Document