Preview

The flow of a two-dimensional liquid laminar jet near the exit of a channel.

Powerful Essays
Open Document
Open Document
1737 Words
Grammar
Grammar
Plagiarism
Plagiarism
Writing
Writing
Score
Score
The flow of a two-dimensional liquid laminar jet near the exit of a channel.
INTRODUCTION:
A high Reynolds number Newtonian liquid jet, exiting a two-dimensional channel, is examined in this study. Fully developed Poiseuille flow, driven by an applied pressure gradient, is assumed to prevail upstream of the channel exit. Flow is assumed to be laminar, steady and incompressible.
A free surface develops as the fluid exits the channel. The resistance of the air on the free surface of the liquid jet can be neglected so that, the shear stress at the channel wall disappears and becomes zero at the free surface. This stress singularity is a major obstacle in calculating the flow near the channel exit both numerically and analytically. No exact analytical solution is available for the problem. However, the flow is predicted near channel exit in literature using some approximate analytical methods.
High Reynolds number Newtonian jet contracts downstream of the channel due to the emergence of the normal stress as soon as the fluid detaches itself from the channel wall. The effect of inertia on the free surface height and free surface velocity and the flow downstream has been explored. Results obtained are compared with the analytical work of the relevant problem.

The computational domain includes the upstream and downstream near the channel exit. Fully developed Poiseuille flow is used as the boundary condition at the inlet and zero traction on the free surface at the outlet.

MATHEMATICAL MODEL:
The problem is a two phase flow where there are distinct regions for each of the phases. Multiphase model VOF is the most suitable for this specific flow problem. In the VOF model, a single set of momentum equations is shared by the fluids, and the volume fraction of each of the fluids in each computational cell is tracked throughout the domain.
The tracking of the interface between the phases is accomplished by the solution of a continuity equation for the volume fraction of one (or more) of the phases. For the ‘q’th phase, this



References: 1. J. P. K. Tillett. On the laminar flow in a free jet of liquid at high Reynolds numbers. J. Fluid Mech. 32 (1968) 273. Figure 1: Contours of the volume fraction of water as it comes out of the channel as a jet.(Re = 1000) Figure 2: Free surface height vs. distance from the exit for the present numerical result and the approximate analytical result obtained by Tillett (1968) (Re =1000) Figure 4 : Free surface velocity vs. distance from the exit for the present numerical result and the approximate analytical result obtained by Tillett (1968) (Re = 1000) Figure 6 : Velocity profile colored by static pressure at different upstream and downstream position of the channel exit (Re = 1000) Figure 8 : Axial velocity at the centerline inside the channel(Re = 1000)

You May Also Find These Documents Helpful

  • Good Essays

    Nt1310 Unit 3 Lab Report

    • 3999 Words
    • 16 Pages

    Numerical simulations are carried out employing a commercial CFD code (ANSYS CFX v11). The solver is using a full-scale time-marching 3D viscous model. Underlying equations, three dimensional Navier-Stokes equations in their conservation form, are being solved by using a Finite Volume method, where equations are integrated over the finite control volumes. Thereby, the solution domain is subdivided into a finite number of control volumes employing a suitable grid, which defines the control boundaries around a computational node in each control volume center. 6.1.1 Governing equations In fluid dynamics, the fluid flow is governed by the conservation laws for mass, momentum and energy. The basic conservation laws are formulated by using Leibniz-Reynolds transport theorem, which is an integral relation stating that the changes of some intensive property defined over a control volume must be equal to what is lost (or gained) through the boundaries of the volume plus what is created/consumed by sources and sinks inside the control volume. The…

    • 3999 Words
    • 16 Pages
    Good Essays
  • Powerful Essays

    This course of 15 lectures provides an introduction to open channel hydraulics, the generic name for…

    • 26806 Words
    • 108 Pages
    Powerful Essays
  • Good Essays

    level pool routing report

    • 1215 Words
    • 35 Pages

    The slope of the inflow hydrograph can be seen to decrease linearly with time from the…

    • 1215 Words
    • 35 Pages
    Good Essays
  • Powerful Essays

    Drag on a Cylinder

    • 3180 Words
    • 13 Pages

    Munson, B. R., Young, D. F., Okiishi, T. H., & Huebsch, W. W. (2009). Fundamentals of fluid mechanics. (6th ed.). Jefferson City: John Wiley & Sons Inc.…

    • 3180 Words
    • 13 Pages
    Powerful Essays
  • Good Essays

    Impact of Jets

    • 952 Words
    • 4 Pages

    In practice the flow through the notch will not be parallel and therefore will not be normal to the plane of the weir. The free…

    • 952 Words
    • 4 Pages
    Good Essays
  • Powerful Essays

    This experiment demonstrates the principle of conservation of linear momentum by measuring the force generated on a flat and curved surface due to an impinging water jet and comparing these forces with those that would be expected from an application of the momentum principle to the control volume that surrounds the water jet.…

    • 1548 Words
    • 7 Pages
    Powerful Essays
  • Powerful Essays

    Hydraulic Jump

    • 1507 Words
    • 7 Pages

    In this paper, the group proposes an analytical representation for the occurrence of hydraulic jump flow. The experiment showed that hydraulic jumps happen when a high velocity liquid enters a zone of lower velocity. The approach used by the group is controlled volume method, as it is the most commonly used approach in analyzing hydraulic jumps. Using the Reynolds Transport Theorem and with the aid of some very helpful assumptions, the group found a relationship between the characteristics of the jump upstream and jump downstream, as well as the entrainment. Unfortunately, the figures that were observed experimentally were not close enough to theoretical values. But the group has seen the accuracy and performance of the experiment apparatuses – scales, sluice gate – will affect mainly the data that will be observed.…

    • 1507 Words
    • 7 Pages
    Powerful Essays
  • Powerful Essays

    [5] Q.S. Li, W.H. Melbourne. An experimental investigation of the effects of free-stream turbulence on streamwise surface pressures in separated and reattaching flows. Journal Wind Engineering and Industrial Aerodynamics, 51–52 (1995), pp. 313–323…

    • 3835 Words
    • 16 Pages
    Powerful Essays
  • Powerful Essays

    Hong Gao, Wanlai Lim, Zhaohui Du, “Numerical Flow and Performance Analysis of a Waterjet Axial Flow Pump”, Ocean Engineering 35, pp.1604-1614, 2008.…

    • 3977 Words
    • 16 Pages
    Powerful Essays
  • Powerful Essays

    Fluid Mechanics Lab

    • 3020 Words
    • 13 Pages

    Rate of flow was measured in two different experiments, Impact of a water jet and flow through a Venturi meter. The main objective was to calculate the change in momentum and energy loss in flow which was put under pressure. The experiment showed that results obtained can significantly defer from the theory if energy losses are not neglected.…

    • 3020 Words
    • 13 Pages
    Powerful Essays
  • Good Essays

    Fluid Mechanics Report

    • 1484 Words
    • 6 Pages

    First of all, use the Volume CollectedV and Time to Collectt to find Qt . By using equation, Qt=Vt ,Qt equal to flow rate.…

    • 1484 Words
    • 6 Pages
    Good Essays
  • Good Essays

    Fluid

    • 892 Words
    • 4 Pages

    Pipe flows belong to a broader class of flows, called internal flows, where the fluid is completely bounded by solid surfaces. In contrast, in external flows, such as flow over a flat plate or an airplane wing, only part of the flow is bounded by a solid surface. The term pipe flow is generally used to describe flow through round pipes, ducts, nozzles, sudden expansions and contractions, valves and other fittings. When a gas or a liquid flows through a pipe, there is a loss of pressure in the fluid, because energy is required to overcome the viscous or frictional forces exerted by the walls of the pipe on the moving fluid. In addition to the energy lost due to frictional forces, the flow also loses energy (or pressure) as it goes through fittings, such as valves, elbows, contractions and expansions. This loss in pressure is mainly due to the fact that flow separates locally as it moves through such fittings. The pressure loss in pipe flows is commonly referred to as head loss. When a fluid flows through pipes, energy is lost inevitably due to frictions which occur as a result of viscous drag. Fluid friction produces eddies and turbulence, and these form of kinetic energy are eventually converted into thermal energy. Losses in energy can be expressed in term of pressure or head loss. This loss of energy due to friction was shown, both theoretically and experimentally, to be related to the Reynolds number for the flow. It has also been found to be proportional to the velocity pressure of the fluid and to a factor related to the smoothness of the surface over which the fluid is flowing.…

    • 892 Words
    • 4 Pages
    Good Essays
  • Powerful Essays

    Firstly, the objectives of the experiment are to observe the characteristics of the flow and to compute the Reynold’s number. Using the Solteq Osbourne Reynold’s Demonstration (model FM 11) in this experiment, with different of water volume flowrate, the characteristics of the flow could be determined. The rock inside the stilling tank are to calm the inflow water so that there will not be any turbulence interfere with the experiment. The water inlet and outlet valve and dye injector utilized to generate the required flow. A dye injection system is installed on top of the header tank so that the pattern of the flow can be visualized. The characteristic of the flow is observed, there are laminar, transition and turbulent flow. The volume of water is fixed for certain values and the times are recorded. Based on the results, the ranges are calculated for laminar and turbulence flow. It was proved that the Reynolds number is dimensionless by using the units only and using the appropriate formula.…

    • 2112 Words
    • 9 Pages
    Powerful Essays
  • Powerful Essays

    Tesla Turbine

    • 7857 Words
    • 32 Pages

    variation of the radial velocity, tangential velocity and pressure of the fluid in the flow passages within…

    • 7857 Words
    • 32 Pages
    Powerful Essays
  • Powerful Essays

    Impact of Jet

    • 2026 Words
    • 9 Pages

    180 Fy Fy Theoretical force calculation Fy Mg The flow rate was measured using the apparatus discharge .The force of impact was determined by calculation using the above formulas and compared with the theoretical force. ρQ…

    • 2026 Words
    • 9 Pages
    Powerful Essays

Related Topics