The methods of multiphase flow dynamics modelling are known. The theoretical calculation of the flow dynamic parameters of multiphase medium is based on the assumption of the mutual interaction between the phases, which becomes essentially manifested if mass concentration of the dispersed phase exceeds the value of 20 %. In many cases this limit seems to be even too high. The results of the experimental investigation of moderate and dense suspension flow confirm that the influence of solid particles on the suspension flow behaviour and the rheological parameters can be significant even for the mass concentration less than 20 %. In this paper the model of multiphase flow, which in based on the joint solution of vector equations of dispesed particle motion in Lagrange coordinates and the equation of continuum in Euilerian coordinates is presented. The method is applied to axially symmetrical flow of incompressible fluid in the rectangular channel and to flow in the zigzag channel. In the case of zigzag channel the numerical scheme is proposed. and Obsahuje seznam literatury
The study presents experimental investigations of spatial turbulence intensity and scales of turbulent eddies (macroeddies) in a rectangular channel and the impact of the hydraulic jump on their vertical and streamwise distributions over a flat and scoured bed. The results of four tests and two different discharge rates are presented. Intensive mixing caused by the hydraulic jump has an impact on the instantaneous velocity, turbulence intensity and sizes of macroeddies, as well as their vertical and longitudinal distributions along the channel. The largest differences in turbulence characteristics were reported directly after the hydraulic jump, above the eroded bed. The interaction between the stream of the increased turbulence and the bed is a direct cause of formation of scour downstream water structures, which has a great effect on overall flow characteristics. The scour hole that arose downstream the jump moderated, in a small degree, the turbulence intensity at its end. Just next to the hydraulic jump only the small longitudinal relative sizes of macroeddies were present, while at the end of the analyzed reach, downstream of the scour, the relative scale reached around 1.5 depth of the stream.