作者: Pierre Y. Julien , Yongqiang Lan
DOI: 10.1061/(ASCE)0733-9429(1991)117:3(346)
关键词: Turbulence 、 Cohesion (geology) 、 Engineering 、 Quadratic equation 、 Shear stress 、 Fluid dynamics 、 Dimensionless quantity 、 Rheology 、 Quadratic model 、 Classical mechanics 、 Mechanics 、 Mechanical engineering 、 Civil and Structural Engineering 、 Water Science and Technology
摘要: A physically based quadratic rheological model for hyperconcentrated flows is tested with experimental data sets. The includes components de scribing: (1) Cohesion between particles; (2) viscous friction fluid and sediment (3) impact of (4) turbulence. resulting qua dratic formulation the shear stress shown to be in excellent agreement sets Bagnold, Savage McKeown, Govier et al. When written a linearized dimensionless form, ratio D* dispersive stresses play dominant role rheol ogy hyperconcentr ations. best suited when (30 400).