The notes on this page relate to fluid motion with curved streamlines and rotary fluid motion. The notes are of a very basic nature such that a mechanical engineer can obtain an understanding of the principles involved. The notes include sections on curved motion, fluid rotation, free vorticity, forced vorticity, and circulation.

a = acceleration (m/s

a

i

u = velocity (m/s)

p = pressure (N/m

p

u_{n} = normal velocity (m/s)R = Radius (m) s = distance moved along path (m) t = time (s) ρ = density (kg/m ^{3})ζ = vorticity (rad/s) Γ = Circulation (m ^{3} /s ) |

Consider the motion of a fluid element moving in a curved path moving from point 1 to point 2 see below.

Now if δs and δθ are small the following equations apply

The change in velocity normal to the path results from these expressions

The corresponding normal acceleration is therefore

The equation becomes exact at δs = 0

The normal acceleration may be equated to the corresponding force per unit mass. For an incompressible fluid the force per unit mass
is equal to the downward slope of the hydraulic gradient (piezometric head) toward the centre of rotation times g. ref Pressure in a moving fluid

Hence the slope of the piezometric head across a curved stream-line is.

Ignoring the force due to gravity the force per unit mass in the n direction is ref Pressure in a moving fluid

The resulting equation of motion is therefore

As an example consider an incompressible fluid circulating steadily about a fixed axis. The value of
i _{n} at radius r is

The positive direction of the normal is opposite to that of the radius from the centre. Therefore the slope of the transverse Piezometric head is

Bernoulli's equation (H = z + (p /ρg ) +u ^{2}/2g). The equivalent
variations in total head (H) across curved stream-tubes may be evaluated . Its gradient in the radial direction
from the centre of rotation is

Substituting u ^{2} /rg for the traverse piezometric head gradient d( p/ρg +z )/dr the following results

..

And thus

Consider a fluid element ABCD with sides dx and dy located at O which moves to location O' in time period dt and deforming in the process

AB in the x direction moves to A'B' in the process rotating dθ_{1}
and AD in the y direction moves to A'D' in the process rotating dθ_{2}

The angular velocities of AB and AD being ω_{1} and ω _{2} respectively

The centre O has an angular velocity which is the average of (ω_{1} and ω _{2} ) / 2

The fluid vorticity for the z axis is ζ is defined as

When the fluid vorticity ζ= 0 the fluid movement is called irrotational flow..

Circular fluid motions frequently occur in regions which are sensibly of constant energy
throughout. A typical example of this type of motion occurs when fluid in a vessel empties through
a small hole . In this case the liquid makes a rotary motion but its the water elements always face in the
same direction. The flow is irrotional

In assessing this movement it is necessary to examine the the motion corresponding to the rule H = constant
both along and across the fluid streamlines in all locations in the regions at all times.
This type of motion is termed a free, potential, or irrotional vortex. This type of motion is such that dH/dr = 0 and
hence the equation derived in the the notes on curved fluid flow above applies.

Integrating the the final expression between two radii results in the following :

That is

The corresponding pressure distribution across such a free vortex may be obtained from Bernoulli's equation since DH/dr = 9 for this motion, that is, H has the same value across each stream tube.

The constant c depends on the strength of the vortex... therefore

If the axis of rotation is vertical with z being constant at any radius
then ρg (H-z) is simply the pressure at infinite radius say (p_{i} )

That is

The figure below shows a section through a free vortex and a real vortex which includes real losses due to fluid friction. It is clear that at small radii for a ideal free vortex the velocity would approach infinity. In practice at small radii the fluid velocities are more proportional to the radius and not its reciprocal. At larger radii the agreement between the theory and practice is quite good

Fluid entrained in the rotating impeller of a centrifugal pump before the pump discharge valve is opened undergoes virtual forced vortex motion. A fluid contained in a rotating vessel, as shown below, also over time forms into a forced vortex. Such a vortex results whenever a fluid is whirled bodily about an axis with a constant angular speed.

In conditions of forced vorticity the linear velocity of the fluid is proportional to the radius of rotation, ... the fluid is being rotated as if it were a solid body i.e.

**u = r ω**

It has been shown that hydraulic gradient (piezometric head slope) in fluid
i = a g ref
Pressure in a moving fluid...A fluid in a circular
motion has an accelaration of (u^{2} / r ) towards the
centre of rotation. Therefore the
piezometric slope towards the centre of rotation is i_{n} = a_{n} /g
and a_{n} = u^{2} /r.. therefore

A forced vortex is such that the if the relevant liquid has a free
surface (p/ρg = 0) then the radial slope of this surface (i_{n}) increases linearly with
r..... the cross section is a parabola and the free surfaces forms a paraboloid..(see above figure).

The positive direction for the radius is outwards from the centre while that for the normal n is inwards towards the centre of rotation. Thus

Integration of this expression between two radii (r_{1} and r_{2} ) results in the following equations

Bernoulli's equation (H = z + p /ρg +u ^{2}/2g). The equation below can thereofre
be written in terms using bernoulli's equation as follow .

If H has a value H_{0} ar the rotation axis (when r = 0 and u = 0), then the value of H at any other radius is given by...

The surface profile results if (p/ρg)= 0. The equation corresponding to the surface profile is therefore ...

And z at any radius results from...

Now since the pressure variation across any horizontal plane is simply ρg time the head of liquid above it ...

For a forced vortex both the pressure and total head increase parabolically with the radius.

Most real life circulatory motions which occur in nature are approximations to a forced vortex at the core surrounded by a free vortex as shown
in the figure on the section on free vorticity.

Consider a line AP of unit thickness in a flowing fluid.

The volume flow rate across the line = Q_{n} and also the flow along the line can be expressed as Q_{s}.
These flows are obtained as follows

Now if the line is a fixed closed circuit the flow around the circuit is called the circulation ( Γ ) . . Convention is that positive circulations are ani-clockwise (ACW ) flows.

The circulation round a large circuit equals the sum of the
circulations round components small circuits contained within the large circuit ( provided
that the boundaries of all circuits are wholly in the fluid). This is illustrated
by the figure below. The large circuit is subdivided into smaller ones. M and N are typical sub-circuits.
The contribution of flow Q_{sM} along AB from circuit M along the
common boundary is positive (ACW) while the contribution of flow from circuit
N is Q_{sN} is negative and cancels out the contribution from M. Therefore all flows along
common boundaries cancel each other and circulation then only consists of the flow round the periphery

Now considering a small element in a flowing fluid as shown below..

The circulation is calculated as follows

Therefore

- Wikipedia - Vortex.. Clear and informative notes
- Motion of a fluid in a crived tube.. Download paper- Very detailed and advanced paper