Abstract

Stability problem of an axisymmetric swirling flow of a viscous incompressible fluid with respect to nonaxisymmetric perturbations is considered. The system of ordinary differential equations for the amplitude functions is solved numerically by the Runge-Kutta method and orthogonalization procedure. Solutions of equations for perturbations at the neighborhood of singular points are obtained by the Frobenius method. The maximum of amplification coefficients and phase velocities of five unstable modes are calculated.

Highlights

  • Vortex flows are often observed in hydraulic engineering problems

  • The properties of the swirling flow are used in the suction tubes of hydraulic turbines, vortex spillways, countervortex energy absorbers, counter-vortex aerators, heat exchangers, purification structures, temperature and fractional separation devices [1-7]

  • An effective tool for studying the hydrodynamic stability of a viscous incompressible swirling flows is a model based on the Navier-Stokes equations

Read more

Summary

Introduction

Vortex flows are often observed in hydraulic engineering problems. The properties of the swirling flow are used in the suction tubes of hydraulic turbines, vortex spillways, countervortex energy absorbers, counter-vortex aerators, heat exchangers, purification structures, temperature and fractional separation devices [1-7]. Flow stability analysis for the considered constructions is very important and actual problem. An effective tool for studying the hydrodynamic stability of a viscous incompressible swirling flows is a model based on the Navier-Stokes equations. The hydrodynamic stability problem of swirling flows for various configurations was studied numerically in [8-15]. The results of experiments on the stability of swirling flows are presented in [16-18]. An effective method for calculating the stability of a swirling flow with an arbitrary initial velocity profile is presented

Problem formulation
Numerical method
Calculation results and discussion
Сonсlusions
Full Text
Published version (Free)

Talk to us

Join us for a 30 min session where you can share your feedback and ask us any queries you have

Schedule a call