Title: Fluids in Motion
1Fluids in Motion
- P M V Subbarao
- Associate Professor
- Mechanical Engineering Department
- IIT Delhi
An Unique Option for Many Power Generation
Devices..
2Velocity and Flow Visualization
- Primary dependent variable is fluid velocity
vector V V ( r ) where r is the position
vector. - If V is known then pressure and forces can be
determined. - Consideration of the velocity field alone is
referred to as flow field kinematics in
distinction from flow field dynamics (force
considerations). - Fluid mechanics and especially flow kinematics is
a geometric subject and if one has a good
understanding of the flow geometry then one knows
a great deal about the solution to a fluid
mechanics problem.
3Flow Past A Turbine Blade
4Velocity Lagrangian and Eulerian Viewpoints
There are two approaches to analyzing the
velocity field Lagrangian and Eulerian
Lagrangian keep track of individual fluids
particles. Apply Newtons second law for each
individual particle!
Say particle p is at position r1(t1) and at
position r2(t2) then,
5Of course the motion of one particle is
insufficient to describe the flow field. So the
motion of all particles must be considered
simultaneously which would be a very difficult
task. Also, spatial gradients are not given
directly. Thus, the Lagrangian approach is only
used in special
circumstances.
6Eularian Approach
Eulerian focus attention on a fixed point in
space.
In general,
where, u u(x,y,z,t), v v(x,y,z,t), w
w(x,y,z,t)
7This approach is by far the most useful since we
are usually interested in the flow field in some
region and not the history of individual
particles.
This is similar to description of A Control
Volume. We need to apply newton Second law to a
Control Volume.
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10Eularian Velocity
- Velocity vector can be expressed in any
coordinate system e.g., polar or spherical
coordinates. - Recall that such coordinates are called
orthogonal curvilinear coordinates. - The coordinate system is selected such that it is
convenient for describing the problem at hand
(boundary geometry or streamlines).
11Fluid Dynamics of Coal Preparation Supply
- BY
- P M V Subbarao
- Associate Professor
- Mechanical Engineering Department
- I I T Delhi
Aerodynamics a means of Transportation
12Major Components of Coal Fired Steam Generator
13Schematic of typical coal pulverized system
A Inlet Duct B Bowl Orifice C Grinding
Mill D Transfer Duct to Exhauster E Fan Exit
Duct.
14Velocity through various regions of the mill
during steady operation
15Cyclone-type classifier.
Axial and radial gas velocity components
16Centrifugal Classifiers
- The same principles that govern the design of
gas-solid separators, e.g. cyclones, apply to the
design of classifiers. - Solid separator types have been used
preferentially as classifiers in mill circuits - centrifugal cyclone-type and gas path deflection,
or - louver-type classifiers.
- The distributions of the radial and axial gas
velocity in an experimental cyclone precipitator
are shown in Figures. - The flow pattern is further characterized by
theoretical distributions of the tangential
velocity and pressure, the paths of elements of
fluid per unit time, and by the streamlines in
the exit tube of the cyclone.
17Particle Size Distribution--Pulverized-Coal
Classifiers
- The pulverized-coal classifier has the task of
making a clean cut in the pulverized-coal size
distribution - returning the oversize particles to the mill for
further grinding - but allowing the "ready to burn" pulverized coal
to be transported to the burner. - The mill's performance, its safety and also the
efficiency of combustion depend on a sufficiently
selective operation of the mill classifier.
18Mill Pressure Drop
- The pressure loss coefficients for the
pulverized-coal system elements are not well
established. - The load performance is very sensitive to small
variations in pressure loss coefficient.
Correlation of pressure loss coefficient with
Reynolds number through the mill section of an
exhauster-type mill.
19Polar Coordinates
20Volume Rate of Flow (flow rate, discharge)
- Cross-sectional area oriented normal to velocity
vector (simple case where V . A).
21Volume Rate of Flow in A General Control Volume
22Acceleration
- The acceleration of a fluid particle is the rate
of change of its velocity. - In the Lagrangian approach the velocity of a
fluid particle is a function of time only since
we have described its motion in terms of its
position vector.
23In the Eulerian approach the velocity is a
function of both space and time consequently,
x,y,z are f(t) since we must follow the total
derivative approach in evaluating du/dt.
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25Similarly for ay az,
In vector notation this can be written concisely
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28Basic Control-Volume Approach
29Control Volume
- In fluid mechanics we are usually interested in a
region of space, i.e, control volume and not
particular systems. - Therefore, we need to transform GDEs from a
system to a control volume. - This is accomplished through the use of Reynolds
Transport Theorem. - Actually derived in thermodynamics for CV forms
of continuity and 1st and 2nd laws.
30Flowing Fluid Through A CV
- A typical control volume for flow in an
funnel-shaped pipe is bounded by the pipe wall
and the broken lines. - At time t0, all the fluid (control mass) is
inside the control volume.
31- The fluid that was in the control volume at time
t0 will be seen at time t0 dt as .
32The control volume at time t0 dt .
The control mass at time t0 dt .
The differences between the fluid (control mass)
and the control volume at time t0 dt .
33- Consider a system and a control volume (C.V.) as
follows - the system occupies region I and C.V. (region II)
at time t0. - Fluid particles of region I are trying to enter
C.V. (II) at time t0.
III
II
- the same system occupies regions (IIIII) at t0
dt - Fluid particles of I will enter CV-II in a time
dt. - Few more fluid particles which belong to CV II
at t0 will occupy III at time t0 dt.
34The control volume may move as time passes.
III has left CV at time t0dt
I is trying to enter CV at time t0
35Reynolds' Transport Theorem
- Consider a fluid scalar property b which is the
amount of this property per unit mass of fluid. - For example, b might be a thermodynamic property,
such as the internal energy unit mass, or the
electric charge per unit mass of fluid. - The laws of physics are expressed as applying to
a fixed mass of material. - But most of the real devices are control volumes.
- The total amount of the property b inside the
material volume M , designated by B, may be found
by integrating the property per unit volume, M
,over the material volume
36Conservation of B
- total rate of change of any extensive property B
of a system(C.M.) occupying a control volume C.V.
at time t is equal to the sum of - a) the temporal rate of change of B within the
C.V. - b) the net flux of B through the control surface
C.S. that surrounds the C.V. - The change of property B of system (C.M.) during
Dt is
add and subtract
37The above mentioned change has occurred over a
time dt, therefore Time averaged change in BCM is
38For and infinitesimal time duration
- The rate of change of property B of the system.
39Conservation of Mass
- Let b1, the B mass of the system, m.
The rate of change of mass in a control mass
should be zero.
40Conservation of Momentum
- Let bV, the B momentum of the system, mV.
The rate of change of momentum for a control mass
should be equal to resultant external force.
41Conservation of Energy
- Let be, the B Energy of the system, mV.
The rate of change of energy of a control mass
should be equal to difference of work and heat
transfers.
42First Law for A Control Volume
43Complex Flows in Power Generating Equipment
- Separation, Vortices, and Turbulence
44Classification of Flows in Power Generation
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48Pipe Flows
49Turbulent Flow
- Turbulent flow fuller profile due to turbulent
mixing extremely complex fluid motion that defies
closed form analysis. - Turbulent flow is the most important area of
power generation fluid flows. - The most important nondimensional number for
describing fluid motion is the Reynolds number
50- Internal vs. External Flows
- Internal flows completely wall bounded
- Usually requires viscous analysis, except near
entrance. - External flows unbounded i.e., at some
distance from body or wall flow is uniform. - External Flow exhibits flow-field regions such
that both inviscid and viscous analysis can be
used depending on the body shape and Re.
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