05
  • 5.1 Introduction


    This section continues the discussion of fluid in motion - fluid dynamics. The motion of fluids can be described using the fundamental laws of physics, such as energy or mass conservation laws, together with the physical properties of the fluid. There are many common fluid flow situations which are easily analysed using the consideration in this section.
  • 5.2 Objectives


    ● Introduce and derive the Bernoulli (energy) equation
    ● Demonstrate practical uses of the Bernoulli equation in the analysis of flow
    ● Introduce the momentum equation for a fluid
    ● Demonstrate how the momentum equation and principle of conservation of momentum is used to predict forces induced by flowing fluids
  • 5.3 Bernoulli equation


    The Figure below shows an element of non-viscous or ideal fluid moving along a streamline

    an element of non-viscous or ideal fluid moving along a streamline
    equation showing acceleration
    Applying Newton’s second law to the element of fluid in the s direction on a particule moving along stream line gives:

    Force = mass x acceleration
    maths equation of Force = mass x acceleration
    In regions of flow where net frictional forces are negligible, the significant forces acting in the s direction are the pressure (acting in both sides) and the component of the weight of the particle in the s direction

    This is the Euler equation for one-dimensional incompressible flow of an ideal fluid. Integrating the equation along a streamline gives:

    This is the famous Bernoulli equation which is commonly used in fluid mechanics for steady, incompressible flow.

    The bernouli equation
    The units of each term are units of energy per unit mass i.e. they are specific energy terms (J/kg).

    Alternative derivation to Bernoulli equation

    Consider an element of fluid moving with velocity u at a height z above a datum line.
    an element of fluid moving with velocity u at a height z above a datum line
    An element of fluid, as that in the figure above, has potential energy due to its height z above a datum and kinetic energy due to its velocity u. If the element has weight Mg then the those energies could be expressed as described in the followings.
  • 5.4 Kinetic energy

    Energy is required to accelerate a stationary body. Thus, a moving mass of fluid possesses more energy than an identical stationary mass. The energy difference is the Kinetic energy of the fluid
    math equation showing kinetic energy of the fluid
  • 5.5 Potential Energy

    Work is performed in elevating a body. Thus, a mass of fluid at a high elevation will have more energy than an identical mass of fluid at a lower elevation. The energy difference is the Potential energy of the fluid.

    Potential energy = (mass)(acceleration)(height above datum)

    math equation for potential energy of fluid.

    Where, z is the elevation of the fluid. The reference point (i.e. zero elevation point) is entirely arbitrary and can be chosen for convenience.
  • 5.6 Pressure energy

    Work is performed, and energy is expended, when a substance is compressed. Thus, a mass of fluid at high pressure will have more energy than an identical mass of fluid at a lower pressure. The energy difference is the pressure energy of the fluid.
    information on pressure energy
    The total energy possessed by the fluid per unit mass is the sum of its pressure, kinetic and potential i.e.

    Total energy per unit mass = Pressure energy + Kinetic energy + Potential Energy
    image showing Total energy per unit mass = Pressure energy + Kinetic energy + Potential Energy
  • 5.7 Application of the Bernoulli equation

    Apply the above principles to a steady flow of incompressible fluid between points 1 and 2 in a system such as shown below:
    graphic of Bernoulli principle and equation
    The above equation is called Bernoulli’s equation

    Bernoulli’s equation is an energy conservation equation based on several reasonable assumptions. The equation assumes the following:
       ● The fluid is incompressible
       ● There is no fluid friction
       ● Changes in thermal energy is negligible

    Example

    The Figure below shows a steady flow of water in a 100 mm diameter horizontal pipe. The pipe has a reduced section of 50 mm in diameter forming a Venturi tube. The difference in pressure between the 100 mm and 50 mm sections is measured by a mercury filled U-tube manometer showing a reading of 445 mm. Given that the densities of water and mercury are 1000 kg m-3 and 13600 kg-3 respectively, determine:

    image of a Venturi meter
    Solution  📷


    Week5 Activities1-4

    4 activity with randomized numbers and tasks using MapleTA
  • Summary

    This week, we introduced and derived the Bernoulli Energy equation necessary to analyse fluids in motion.

    We demonstrated the practical uses of the Bernoulli equation in the analysis of flow.

    We also introduced the momentum equation for a fluid and demonstrated how the momentum equation and principle of conservation of momentum is used to predict forces induced by flowing fluids.