140 MECHANICAL ENGINEER’S DATA HANDBOOK The following are the basic equations normally used for combustion processes.. 148 MECHANICAL ENGINEER’S DATA HANDBOOK 4.2 Flow of liquids in pipe
Trang 1140 MECHANICAL ENGINEER’S DATA HANDBOOK
The following are the basic equations normally used
for combustion processes A table of elements and
compounds is given
Carbon: C + 0, + CO,; 2C + 0, + 2CO
Hydrogen: 2H, +O, + 2H,O
Sulphur: S + 0, + SO,
Typical hydrocarbon fuels :
C4H8+6O2 + 4 C 0 , +4 H 2 0
C,H60 + 3 0 , + 2C0, +3H,O
Carbon with air (assuming that air is composed of
79% nitrogen and 21% oxygen by volume):
12,32,44 and 28
3.16.3 Molecular weights of elements
and compounds
The molecular weights of elements and compounds
used in combustion processes are listed in the table
Element
Approximate molecular Formula weight
Engine exhaust and frue gas analysis
If the analysis includes the H,O (as steam) produced
by the combustion of hydrogen, it is known as a ‘wet analysis’ Usually the steam condenses out and a ‘dry analysis’ is made
3.16.4 Solid and liquid fuels
Trang 2THERMODYNAMICS A N D HEAT TRANSFER 141 Combustion products (% volume)
Trang 3142 MECHANICAL ENGINEER’S DATA HANDBOOK Combustion products (YO volume)
Airfluel ratiofrom the CO, in the exhaust for
fuel consisting of C and H , by weight
+ 0.072 yo H ,
R=2.4- YOC
%CO,
Ratio of carbon to hydrogen by massfiom the
dry exhaust analysis
Trang 4THERMODYNAMICS AND HEAT TRANSFER 143
For a mixture of gases such as H,, 0,, CO, CH,, etc.,
let V , , V,, V 3 , etc., be the percentage by volume of
gases, 1 , 2 , 3 , etc., containing C, H, and 0, V , and V ,
are the percentage volumes of N, and CO,
Let:
c,, c2, c 3 , etc = the number of atoms of carbon in each gas
h,, h,, h,, etc.=the number of atoms of hydrogen in each gas
o l , o,, 03, etc = the number of atoms of oxygen in each gas
Trang 5144 MECHANICAL ENGINEER’S DATA HANDBOOK Combustion products (YO volume)
3.16.8 Calorific value of fuels
The calorific value of a fuel is the quantity of heat
obtained per kilogram (solid or liquid) or per cubic
metre (gas) when burnt with an excess of oxygen in a
calorimeter
If H,O is present in the products of combustion as a
liquid then the ‘higher calorific value’ (HCV) is
obtained If the H,O is present as a vapour then the
‘lower calorific value’ (LCV) is obtained
LCV=HCV-207.4%H2 (by mass)
Calorific value of fuels
Higher Lower calorific calorific value value
Light fuel oil Heavy fuel oil Residual fuel oil
42 100 average
17.85
6 .00
32.60 3.37 11.79 10.00
ms = mass flow of steam
&=mass flow of fuel
h, = enthalpy of steam
hw = enthalpy of feed water
Trang 6THERMODYNAMICS A N D HEAT TRANSFER 145
~ ~
Analysis of solid fuels
Fuel
%mass
Analysis of liquid fuels
Residual fuel oil 88.3 9.5 1.2 1 .o
Analysis of ~pseolis fuels
Trang 74.1 Hydrostatics
4 I I Buoyancy
The ‘apparent weight’ of a submerged body is less than
its weight in air or, more strictly, a vacuum It can be
shown that it appears to weigh the same as an identical
volume having a density equal to the difference in
densities between the body and the liquid in which it is
immersed For a partially immersed body the weight of
the displaced liquid is equal to the weight of the body
The larger piston of a hydraulic jack exerts a force greater than that applied to the small cylinder in the ratio of the areas An additional increase in force is due
to the handleflever ratio
4.1.4 Pressure in liquids
Gravity pressure p = pgh where: p =fluid density, h = depth
Units are: newtons per square metre (Nm-’) or
pascals (Pa); lo5 N m-2 = lo5 Pa = 1 bar = lo00 milli- bars (mbar)
F Pressure in cylinder p = -
A where: F=force on piston, A=piston area
Trang 8A relatively small force F, on the handle produces a
pressure in a small-diameter cylinder which acts on a
large-diameter cylinder to lift a large load W:
x =depth of centroid
I = second moment of area of plate about a horizontal
6 =angle of inclined plate to the horizontal
axis through the centroid
Force on plate F=pgxA
I Depth of centre of pressure h=x+-
The force on a submerged plate is equal to the pressure
at the depth of its centroid multiplied by its area The
point at which the force acts is called the ‘centre of
pressure’and is at a greater depth than the centroid A
formula is also given for an angled plate
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4.2 Flow of liquids in pipes and ducts
The Bernoulli equation states that for a fluid flowing in
a pipe or duct the total energy, relative to a height
datum, is constant if there is no loss due to friction The
formula can be given in terms of energy, pressure or
‘head’
The ‘continuity equation’ is given as are expressions for the Reynold’s number, a non-dimensional quantity expressing the fluid velocity in terms of the size of pipe, etc., and the fluid density and viscosity
For an incompressible fluid p is constant, also the
energy at 1 is the same as at 2, i.e
If no fluid is gained or lost in a conduit:
Mass flow m=p,A,V,=p,A,V,
A,V,=A,V, or Q 1 = Q 2
where Q = volume flow rate
4.2.3 Reynold’s number (non-dimensional velocity)
In the use of models, similarity is obtained, as far as fluid friction is concerned, when:
VD VD Reynold’s number Re = p - = -
Trang 10The formula is given for the pressure loss in a pipe due
to friction on the wall for turbulent flow The friction
factor f depends on both Reynold's number and the
surface roughness k, values of which are given for
different materials In the laminar-flow region, the
friction factor is given by f = 16/Re, which is derived
from the formula for laminar flow in a circular pipe
This is independant of the surface roughness
For non-circular pipes and ducts an equivalent
diameter (equal to 4 times the area divided by the
Example
For a water velocity of 0.5 m s- ' in a 50 mm bore pipe
of roughness k = 0 1 mm, find the pressure loss per
metre (viscosity=0.001 N - S ~ - ~ and p = lo00 kgm-3
Trang 11MECHANICAL ENGINEER’S DATA HANDBOOK
150
lo00 x 0.5 x 0.05 0.001 Reynold’s number Re = a 5 x 104
For circular pipes only, the friction factor f= 16/Re
This value is independant of roughness
Typical roughness of pipes
The pressure loss is the same in all pipes:
Pressure loss pr = pr = pf2 = etc
The total flow is the sum of the flow in each pipe:
Total flow m=hl+m2+
Roughness, k Material of pipe (new) (mm)
Glass, drawn brass, copper,
Wrought iron, steel
Asphalted cast iron
Galvanized iron, steel
0.12
0.15 0.25 0.2-1.0
4.2.6 Pressure loss in pipe fittings and
pipe section changes
In addition to pipe friction loss, there are losses due to changes in pipe cross-section and also due to fittings such as valves and filters These losses are given in terms of velocity pressure p(v2/2) and a constant called the ‘K factor’
Trang 12Globe valve wide open K = 10
Gate valve wide open K =0.2
Gate valve three-quarters open K = 1.15
Gate valve half open K = 5.6 Gate valve quarter open K = 24
The factor K depends on RID, the angle of bend 0, and
the cross-sectional area and the Reynold's number Data are given for a circular pipe with 90" bend The loss factor takes into account the loss due to the pipe length
K 1.0 0.4 0.2 0.18 0.2 0.27 0.33 0.4
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Plate : K = 0.2
Aerofoil : K - 0.05
Cascaded bends
K = 0.05 aerofoil vanes, 0.2 circular arc plate vanes
4.3 Flow of liquids through various devices
Formulae are given for the flow through orifices, weirs
and channels Orifices are used for the measurement of
flow, weirs being for channel flow
Flow in channels depends on the cross-section, the slope and the type of surface of the channel
Trang 14FLUID MECHANICS 153 Values of C,
orifice type Cd Arrangement
Rounded entry Nearly 1.0
Borda reentrant About 0.72
External mouthpiece About 0.86
Trang 15154 MECHANICAL ENGINEER’S DATA HANDBOOK
Clean smooth wood, brick, stone 0.16
Dirty wood, brick, stone 0.28
4.3.3 Venturi, orifice and pipe nozzle
These are used for measuring the flow of liquids and
gases In all three the restriction of flow creates a
pressure difference which is measured to give an
indication of the flow rate The flow is always propor-
tional to the square root of the pressure difference so
that these two factors are non-linearly related The
venturi gives the least overall pressure loss (this is often
important), but is much more expensive to make than
the orifice which has a much greater loss A good
compromise is the pipe nozzle The pressure difference
may be measured by means of a manometer (as shown)
or any other differential pressure device
The formula for flow rate is the same for each type
Trang 16In fluids there is cohesion and interaction between
molecules which results in a shear force between
adjacent layers moving at different velocities and
between a moving fluid and a fixed wall This results in
friction and loss of energy
The following theory applies to so-called ‘laminar’
or ‘viscous’ flow associated with low velocity and high
viscosity, i.e where the Reynold’s number is low
Dejnition of viscosity
In laminar flow the shear stress between adjacent
layers parallel to the direction of flow is proportional
to the velocity gradient
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Kinematic viscosity
Dynamic viscosity Density Kinematic viscosity =
Units with conversions from Imperial and other units
Dynamic viscosity Kinematic viscosity
0.462 0.350 0.278
4.4.2 Laminar flow in circular pipes
The flow is directly proportional to the pressure drop
for any shape of pipe or duct The velocity distribution
in a circular pipe is parabolic, being a maximum at the pipe centre
Mean velocity V = (Pi -Pz)t2
12pL
Maximum velocity V,=$ V
Trang 18FLUID MECHANICS 157
4.4.4 Flow through annulus (small gap)
0
Use formula for flat plates but with B = zD,, where D,
is the mean diameter
Flow through annulus (exact formula)
If the velocity or direction of a jet of fluid is changed,
there is a force on the device causing the change which
is proportional to the mass flow rate Examples are of jets striking both fixed and moving plates
Change of momentum of aJIuid stream
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Jet on angled plate
F=pAP(l-cost?) in direction of VI
For t?=180°, F=2pAV2
For e=90", F = ~ A V ,
V 't' Moving flat plate
Jet on jixed curved vane
In the x direction: F,= pA V2(cos t?, +cos e,)
In the y direction: F , = p A p(sin 8, -sin e,)
Jet on moving curved vane
Trang 20sin 8,
where: V=jet velocity, a=jet angle, 8, =vane inlet
angle, O2 =vane outlet angle
4.5.3 Water jet boat
This is an example of change in momentum of a fluid
jet The highest efficiency is obtained when the water
enters the boat in the direction of motion When the
water enters the side of the boat, maximum efficiency
occurs when the boat speed is half the jet speed and maximum power is attained When the water enters the front of the boat, maximum efficiency occurs when the boat speed equals the jet speed, that is, when the power is zero A compromise must therefore be made between power and efficiency
Let:
V=jet velocity relative to boat
U = boat velocity
m=mass flow rate of jet
Water enters side of boat
2r
(1 + r ) Efficiency q = -
q=0.667, for r=0.5
q = 1.0, for r = 1.0
Output power (both cases) P,=mitVlr(I - r )
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4.5.4 Aircraft jet engine
Let :
V = jet velocity relative to aircraft
U = aircraft velocity m=mass flow rate of air
hf = mass flow rate of fuel
Formulae are given for the compressible flow of a gas
They include isothermal flow with friction in a uniform
pipe and flow through orifices The velocity of sound in
Trang 224.6.2 Flow through orifice
Mass flow m=C,A nJ-7-7 29 - pIpln2 1-n
Drag coeilkients for various bodies
Trang 23162 MECHANICAL ENGINEER'S DATA HANDBOOK Drag coelficients for various bodies (continued)
Trang 24FLUID MECHANICS 163 Drag codficieats for various bodies (continued)
(b) Cube flow on edge
Trang 25164 MECHANICAL ENGINEER’S DATA HANDBOOK
Drag coefiients for various bodies (continued)