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The need to model high-speed flows of compressible media with shock waves in the presence of dense curtains or layers of particles arises when studying various processes, such as the dispersion of particles from a layer behind a shock wave or propagation of combustion waves in heterogeneous explosives. These directions have been successfully developed over the past few decades, but the corresponding mathematical models and computational algorithms continue to be actively improved. The mechanisms of wave processes in two-phase media differ in different models, so it is important to continue researching and improving these models.

The paper is devoted to the numerical study of the propagation of disturbances inside a sand bed under the action of successive impacts of a normally incident air shock wave. The setting of the problem follows the experiments of A. T.Akhmetov with co-authors. The aim of this study is to investigate the possible reasons for signal amplification on the pressure sensor within the bed, as observed under some conditions in experiments. The mathematical model is based on a one-dimensional system of Baer –Nunziato equations for describing dense flows of two-phase media taking into account intergranular stresses in the particle phase. The computational algorithm is based on the Godunov method for the Baer – Nunziato equations.

The paper describes the dynamics of waves inside and outside a particle bed after applying first and second pressure pulses to it. The main components of the flow within the bed are filtration waves in the gas phase and compaction waves in the solid phase. The compaction wave, generated by the first pulse and reflected from the walls of the shock tube, interacts with the filtration wave caused by the second pulse. As a result, the signal measured by the pressure sensor inside the bed has a sharp peak, explaining the new effect observed in experiments.

The work is a theoretical study of the development of bottom instability in rivers and canals. Based on an analytical model of the load of sediment, taking into account the influence of slopes of the bottom surface, bottom pressure and shear stress on the movement of the bottom material and an analytical solution that allows to determine bottom tangential and normal stresses over the periodic bottom, the problem of determining the amplitude growth rate for growing bottom waves is formulated and solved . The obtained solution of the problem allows us to determine the characteristic time of the growth of the bottom wave, the growth rate of the bottom wave and its maximum amplitude, depending on the physical and particle size characteristics of the bottom material and the hydraulic parameters of the water flow. On the example of the development of a periodic sinusoidal bottom wave of low steepness, the verification of the solution obtained for the formulated problem is carried out. The obtained analytical solution to the problem allows us to determine the growth rate of the amplitude of the bottom wave from the current value of its amplitude. Comparison of the obtained solution with experimental data showed their good qualitative and quantitative agreement.

We consider a one-dimensional three velocity kinetic lattice Boltzmann model, which represents a secondorder difference scheme for hydrodynamic equations. In the framework of kinetic theory this system describes the propagation and interaction of three types of particles. It has been shown previously that the lattice Boltzmann model with external virtual force is equivalent at the hydrodynamic limit to the one-dimensional hemodynamic equations for elastic vessels, this equivalence can be achieved with use of the Chapman – Enskog expansion. The external force in the model is responsible for the ability to adjust the functional dependence between the lumen area of the vessel and the pressure applied to the wall of the vessel under consideration. Thus, the form of the external force allows to model various elastic properties of the vessels. In the present paper the physiological boundary conditions are considered at the inlets and outlets of the arterial network in terms of the lattice Boltzmann variables. We consider the following boundary conditions: for pressure and blood flow at the inlet of the vascular network, boundary conditions for pressure and blood flow for the vessel bifurcations, wave reflection conditions (correspond to complete occlusion of the vessel) and wave absorption at the ends of the vessels (these conditions correspond to the passage of the wave without distortion), as well as RCR-type conditions, which are similar to electrical circuits and consist of two resistors (corresponding to the impedance of the vessel, at the end of which the boundary conditions are set and the friction forces in microcirculatory bed) and one capacitor (describing the elastic properties of arterioles). The numerical simulations were performed: the propagation of blood in a network of three vessels was considered, the boundary conditions for the blood flow were set at the entrance of the network, RCR boundary conditions were stated at the ends of the network. The solutions to lattice Boltzmann model are compared with the benchmark solutions (based on numerical calculations for second-order McCormack difference scheme without viscous terms), it is shown that the both approaches give very similar results.