dr esmaeel system 3 hydraulic.pdf
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CHAPTER (1) INTRODUCTION
CHAPTRE ONE
INTRODUCTION
1.1 IntroductionFluid power means using pressurized oil or air
to accomplish work. Most hydraulic systems use
petroleum oils, but often synthetic or water-base
fluids are used where there is a lire hazard.
Pneumatic systems use air to power actuators, but
unlike hydraulic systems that return oil at low
pressure to the reservoir, the air from pneumatic
systems is exhausted to atmosphere after doing work.
The oil in a hydraulic system exhibits the
characteristics of a solid. This provides a rigidmedium to transfer power through the system.
Conversely, air
used in pneumatic systems is spongy, and additional
controls must be provided if actuator speed and
stiffness are to be regulated.
A fluid power system accomplishes two main
purposes. First, it provides substantial force to move
actuators in locations some distance from the power
source, where the two are connected by pipes, tubes,
or hoses. For example, a hydraulic pump mounted to
the engine in one area can be connected to hydraulic
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CHAPTER (1) INTRODUCTION
motors or cylinders located 100 feet or more away.
This is a decided advantage over systems using
gears, shafts, and chains, particularly as the location
of output actuators becomes less accessible. Second,
fluid power systems accomplish highly accurate and
precise movement of the actuator with relative ease.
This is particularly important in such applications as
the machine tool industry where tolerances are often
specified to one ten thousandth of an inch and must
be repeated during several million cycles.
1.2 Historical PerspectiveThe modem era in fluid power began around the
turn of the century. Hydraulic applications weremade in the main armament system of the USS
Virginia as early as 1906, where a variable speed
hydrostatic transmission was installed to drive the
main guns. Since that time, the marine industry has
applied fluid power to cargo handling and winch
systems, controllable-pitch propellers, submarine
control systems, shipboard aircraft elevators, aircraft
and missile launch systems, and radar-sonar drives.
Fig.1-1 illustrates a combination cargo-passenger
ship. A modern application of hydraulics to marine
vessels is the hydraulically powered propeller drive
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CHAPTER (1) INTRODUCTION
shown, which is used as a lateral thruster for close
quarter maneuvers for large ships, or the main drive
for smaller vessels.
1.3 CapabilitiesHydraulics and pneumatics have almost unlimited
applications in the production of goods and services in nearly
all sectors of the economy. Several industries are dependent
upon the capabilities that fluid power affords. Among these
are agriculture, aerospace and aviation, construction,
defense, manufacturing and machine tool, marine, material
handling, mining, transportation, undersea technology, and
public utilities, including communications transmission
systems.
(a)
(b)
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CHAPTER (1) INTRODUCTION
Figure1-1 (a) cargo-passenger ship;
(b)Hydraulically powered propeller (courtesy of
Rexroth).
The world's need for food and fiber production has
caused unprecedented leadership in agriculture equipment
development, and particularly in applying hydraulics to solve
a variety of problems. Fig.1-2 illustrates a modern wheeldrive tractor that features extensive use of fluid power. In a
typical tractor application, a 25 to 30 gal/min eight-cylinder
variable volume radial piston pump supplies fluid to a closed-
center load-sensitive circuit. The pump unloads to a
minimum standby pressure to reduce power consumption
when demand is low. Hydraulics power the rear and front
main drive and power take-off (pto) clutches, wet disc brakes,
remote valves, implement hitch, draft sensing, power shift
transmission, differential lock, and hydrostatic steering. A
pressurized reservoir is used to supplement the How from the
charge pump during maximum demand from large bore
cylinders.
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CHAPTER (1) INTRODUCTION
Figure 1-2 modern wheel tractor (courtesy of John
Deere Company).
Figure 1-3 Self-leveling combine (courtesy of John
Deere Company).
Other applications to agriculture include combines,
forage harvesters, back-hoes, chemical sprayers, and
fertilizer spreaders. Fig.1.3. illustrates a self-leveling
combine harvesting grain on a hillside. Notice the
hydraulic cylinder on the lower side extending the
suspension to keep the operator station level while the
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CHAPTER (1) INTRODUCTION
combine head follows the contour of the ground to
harvest the crop.
Combines and other equipment make extensive use
of hydraulic wheel motors to assist in marginal tractive
conditions. Wheel motors consist of a hydraulic motor
mounted integrally with a wheel and tire assembly.
Braking is usually designed into the system. All that is
required to make the wheel motor functional is mounting
to the suspension and connection to hydraulic lines that
lead back to the main power control valve. Auxiliary
power drive wheel motors have several advantages to the
agricultural industry. For example, they can be used to
maintain and improve the turning ability of regular row
crop tractors, allow for a high design that maintainsunder-axle crop clearances, assist in adjusting front axle
width, and provide on-the-go engagement and
disengagement in forward as well as reverse.
Fig.1-4 illustrates applications of hydraulic power
to the aviation and aerospace industries. Hydraulic pumps
running off the main engines and electric motors power
cylinders to operate the landing gear, flaps, rudder,
control surfaces, payload bay doors, and complex
mechanical arm.
Another sector of our economy that has benefited
from the brute power of hydraulics and pneumatics is the
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CHAPTER (1) INTRODUCTION
construction industry. Crawler tractors, road graders,
bucket loaders, trenchers, backhoes, hydraulic shovels,
and pan scrapers are just a few of the many applications.
Fig.1-5 shows a large off-the-road truck with many
hydraulic and pneumatic components, including
telescoping dump cylinders, steering cylinders, and
brakes being loaded by a hydraulic power shovel. Notice
the-six large hydraulic cylinders that operate the boom
and clamshell bucket.
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CHAPTER (1) INTRODUCTION
Figure 1-4 Aerospace and aviation applications of fluid
power (courtesy of Fluid Power Educational Foundation).
The manufacturing and machine tool industry is
dependent on hydraulic power to provide the force and
close tolerance necessary in controlling production.
Fig.1-6 illustrates large press for manufacturing thick-
walled pipe used to transport
crude oil, gas, and even water. Thick-walled pipe is
usually produced in limited quantities because of the
force limits of roll bending. The cutaway drawing shows
how hydraulic cylinders are used to control manipulator
feed tables that position sheet stock in the press while the
blade inset forms each half of the pipe radius with up to
100 individual bends. This machine has the capacity to
form pipes 40 ft long with an inside diameter to 5 ft and
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CHAPTER (1) INTRODUCTION
wall thickness of 2.5 in. A pipe this size weighs as much
as 25 tons.
Figure 1-5 Off-road truck and loader (courtesy of
Aeroquip).
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CHAPTER (1) INTRODUCTION
Figre1-6 Functional principle of pipe bending
press.
1.4 The Use of UnitsEnglish and SI metric units are used throughout this
book. The basic units used from the English system are
length, force, and time. Derived units include area,
pressure, velocity, volume, and flow rate.
The units of length are the foot and inch (ft, in). The
units of force are the pound and ounce (lbf, oz). The same
units are used for weight. The units for time are the
minute and second (min, sec). Derived units are made up
of basic units. Area is derived in square feet and square
inches (ft2, in.
2), pressure is in pounds per square inch
(lbf/in.2
), velocity is in feet per minute or feet per second(ft/min, ft/sec), and volume is in cubic feet or cubic
inches (ft3, in.
1). One gallon equals 231 in
3.
The units for distance in the SI metric system most
often used are the meter and centimeter (m, cm). The unit
of force is the Newton (N), and the unit of time is the
second (sec). Area is derived in square meters and square
centimeters (m2,cm
2). The unit of pressure is derived in
Pascal in honor of the French physicist. A Pascal equals
one "Newton per square meter (Pa,N/m2). This is
somewhat confusing because the Newton also is Isaac
Newton. Because the Pascal is small, the kilo Pascal
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CHAPTER (1) INTRODUCTION
(kPa), which is 1000 Pascal, and mega Pascal (MPa),
which is one million Pascal, are used often in hydraulics.
Velocity in the SI metric system is derived in meters per second
(m/s). Volume is derived in cubic meters or cubic centimeters
(m3,cm
3).
Flow rate is a derived unit, but it is not the same in
hydraulics as in pneumatics. In hydraulics, flow rate in a
liquid measure. In the English system the units are
gallons per minute (gal/min), and in SI metrics liters per
minute (l/min). In pneumatics, flow is a volumetric
measure: cubic feet per minute or cubic feet per second,
in the English system (ft3/min, ft3/sec), and cubic meters
per minute or cubic meters per second (m3/min,m
3/sec)
in the SI metric system .In most cases the units should be included with the
numbers when calculations are made. This is because
without the units, the answer would be incomplete .And
unless the units are included with each number in the
calculation; there would be no easy way to check
through the problem to see if errors have been made. The
use of units also is important when conversions are made
from one system to another, from liquid to volumetric
measures, or from larger to smaller units. Conversation
factors for derived units are difficult to remember so if
one can work through the conversion with the units
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CHAPTER (1) INTRODUCTION
themselves, it usually is easy to find the conversion
between base unit like inches, centimeters, pounds, and
Newtons.
1.5 Dimensional Calculation
When analyzing hydraulics or other mechanical
system involving dimensions such as length, area, volume,
and time, it is good practice to apply dimensional analysis to
their solutions. This technique assures the proper use of
conversion factors and virtually eliminates the need to
memorize formulas. With all dimensions properly arranged in
the statement of a problem, the solution consists merely of
performing the indicated operations of the numbers and
combining exponents of like bases. This method allowscancellation of all dimensions not needed, while keeping
those called for in the answer.
Although formulas are not needed in the solution of
dimensional problems, they are generally shown in this text
in order to ease your transition from formula to dimensional
calculations. But, by all means, do not continue to use a
memorized formula as a crutch. It is hoped that before you
finish this book you can leave your 'little black book" of for-
mulas at home.
Example (1):
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CHAPTER (1) INTRODUCTION
How far will a (3-in. ) piston move if it receives (30 in . ) of
fluid?
2 3
Solution:
Let's examine the problem. The answer we need is the
distance traveled (in.).
We are given the volume of oil supplied to the cylinder
(in .) and the area of the cylinder (in .). By dividing in. by
in. we get in. /in. = in. = in . = in.
3 2 3
2 3 2 3-2 1
The formula for distance traveled is:
PistonAreaVolumestrokeceDis
1)(tan =
2
2
.3
1.30
inin =
.10.3
30 23 inin ==
Note: The formula for distance could have been statedas:
Area
VolumestrokeceDis =)(tan
While dividing volume by area will in fact give usdistance, it is better generally to keep everything in
the multiplying mode. That is, multiply by (1/area)
instead of dividing by area.
First, combine exponents of like bases in. /in. =
in. = in. =
3 2
3-2 1
in. Since the answer has the proper
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CHAPTER (1) INTRODUCTION
dimension you will know that you have the
dimensions properly placed. Next, perform the
indicated operations of the numbers (30/3 = 10). The
total answer is the combination of the two answers,
or 10 in.
A general shortcut used for combining like bases
is to apply strikethroughs to show divisions or
cancellations of exponents from bottom to top or top
to bottom of the fraction. For example:
.10.3
.30tan2
3 inin
inceDis ==1
This is read "Inches cubed divided by inches
squared equals inches; and 30 divided by 3 equals
ten."To use the distance formula, without the
dimensions, is to apply the "rote method," which
generally leads to trouble and errors. There is no way
that in. and in. can be combined to provide in. other
than to divide in. by in. .
3 2
3 2If the dimensions had been
arranged differently in the solution, say, in. /in. , the
answer would have been in. = in. . Then we
would have realized immediately that the dimensions
have to be rearranged in order to obtain the proper
answer.
2 3
2-3 -1
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CHAPTER (1) INTRODUCTION
With the use of dimensional calculations you are
constantly checking your answer as you cancel
unwanted dimensions. You are learning from the
procedure instead of blindly applying a memorized
formula.
1.6 Review of Dimensions
Fig.1-7 provides a review of some common
dimensions.
Figure1-7 Dimensions
Table (1-1) Common conversion fractions using U.S. units.
U.S. Units Conversion Fractions Descriptions
Displacement128.6
=rad
rev
rev=revolution
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CHAPTER (1) INTRODUCTION
(revolution and
radians)
Rev=6.28 rad
128.6
=rev
rad
sec/1046.0sec60
min28.6
minrad
rev
radrev=
1sec/1046.0
min/
=rad
rev
1min/
sec/1046.0=
rev
rad
rad = radian
sec =seconds
min = minutes
Flow
gal/min = 231
in. /min3
1min//1
min/.2313
=gal
in
1min/.231
min/13
=in
gal
in. /min =
cubic inches
per minute
3
gal/min=
gallons per
minute
Length
(feet and
inches)
12 in.=1 ft
11/.12 =ftin
1.12/1 =inft
in. = inches
ft = feet
Power
(horsepower
and kilowatts)
hp = 0.746 kW
1746.0
=kW
hp
1746.0
=hp
kW
kW = kilowattshp=horsepower
Pressure[lb/in. and in.
of mercury (in.
Hg)] 29.92 in.
Hs. = 14.7
lb/in.
2
2
1.92.29
./7.14 2
=Hgin
inlb
1./7.14
.92.292=
inlb
Hgin
lb = pounds
in.=inches
Hg = mercury
Time 11min60
=h h = hourssec = seconds
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CHAPTER (1) INTRODUCTION
(hours,
minutes, and
seconds)
60 min = 1 h
1min60
1=
h
1min1
sec=
60
1sec60
min1 =
min = minute
Volume
(in. and
gallons)
3
231 in. = 1 gal3
11
.231 3=
gal
in
1.231
13=
in
gal
in.3 = cubic
inches
gal = gallons
1.7 CONVERSION FRACTIONS
When the value of the numerator (top) of a
fraction is equal to the value of its denominator(bottom), the absolute value of the fraction is one,
and because multiplying by l does not change the
absolute value of an expression, dimensions can be
converted at will with the use of the conversion
fractions given in Tables 1-1, 1-2, and 1-3.
respectively, show prefixes for forming SI units arid
some handy formulas.
Table 1-2 Common conversion fractions using SI
units.
SI Units Conversion
Fractions
Descriptions
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CHAPTER (1) INTRODUCTION
Pressure
(Pascals,
kilopascals,&bars*)
Pa =N/m2
1000 Pa=kPa
1 bar=100kPa
Pa/(N/m )=12
(N/m )/Pa=12
1000 Pa/kPa=1
kPa/1000Pa=1
bar/100 kPa=1
100 kPa/bar=1
Pa = Pascal
N = Newton
(force)
m 2 = square
meters
kPa = kilopascal
bar=approximately
1 atmosphere
Area
( m , dm , cm ,
mm )
2 2 2
2
One square meter
equals 100 square
decimeters:
m /100 dm =12 2
100 dm /m =12 2
m /10000 cm =12 2
10000 cm /m =12 2
m /1000000
mm =1
2
2
1000000 mm /m
=1
2 2
dm2 = square
decimeter
cm2 = square
centimeter
mm2= square
millimeter
Volume
(Liter, kiloliter, m3and cm3)
m3 = 1000L
liter=1000 cm3
m /1000L=13
1000L/ m =13
L/1000 cm =13
1000 cm3/L=1
m = cubic meter3
L = liter
1000 L = kiloliter
Cm = cubic
centimeter
3
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CHAPTER (1) INTRODUCTION
* One bar is approximately the average atmospheric pressure
at the earth's surface (or 14.5 lb/in. )2
Table 1-3 Common conversion fractions using both U.S.
and SI units (converting from one system to the other).
Units Conversion Fractions Descriptions
Flow
(gal/min and
L/min)
1 gal/min =
3.7854 L/min
1min/7854.3
min/ =gal
1min/
min/7854.3=
gal
L
gal/min =
gallons per
minute
L/min =
liters per
minute
Force orWeight
(pounds,
newtons, and
kilograms)
1 lb* ==
4.44822 N
144822.4
=N
lb
144822.4
=lb
N
lb = pound
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CHAPTER (1) INTRODUCTION
1 kilogram(weight or
force) =
9.806654453
newtons
(weight or
force)
kgf= 9.8066 N
1 kilogram
(force)# = 2.2
lb
18066.9
=N
kg f
18066.9
=fkg
N
12.2
=lb
kgf
12.2
=fkg
lb
kg =
kilogram
mass or
kilogram
weight
Length
(meters and
inches)
1 m = 39.37 in.
1/.37.39 =min
1.37.39/1 =inm
in. = inches
m = meter
Pressure
(kPa, and bar
versus lb/in.2)
6.895kPa= 1
lb/in.2
1 bar = 14.5
lb/in.2
1./
895.62
=inlb
kPa
1895.6
./ 2=
kPa
inlb
1./5.142=
inlb
bar
1./5.14 2
=bar
inlb
kPa =
kilopascals
lb/in. =
pounds persquare inch
2
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CHAPTER (1) INTRODUCTION
Square
Measures
(m2and in.
2)
1 m2
= 1550
in.2
1.1550
2
2
=m
in
1.1550
12
2
=in
m
in. = square
inch
2
m = square
meter
2
Torque
(lb-in.) =
0.112979 N-m
Volume
(L and gal)
3.7854 L = gal
Volume
(m3 and in.3)
1 m3
= 61,024
in.3
17854.3
=L
gal
17854.3
=gal
L
1.024.613
3=
m
in
1.024.61
13
3
=in
m
L = liter
gal =
gallons
in. = cubic
inches
3
m = cubic
meter
3
Weight(see Force above)
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CHAPTER (1) INTRODUCTION
* some expert use lbf here to be consistent with kgf versus
Newton. This is not necessary, however, because "lb" always
means force or weight (never mass).
# The term kgf is used here to indicate that we are using
kilograms of weight or force and not of mass.
1.8 How Fluid Power Works
Fluid power works in accordance with laws
governing behavior of the fluid itself. The two most
common fluids used are air in pneumatic systems and
oil in hydraulic systems. The beginning of an
understanding about how fluid power works is
attributed to Blas Pascal (1650), who discovered
that pressure exerted by a confined fluid acts
undiminished the same in all directions at right
angles to the inside wall of the container. This isknown as Pascal's Law and is often thought of as the
foundation of the discipline. The law can be extended
to include transmission and multiplication of force,
as shown in Fig.1-8.
Fluid power works by applying a force against a
movable area. In a typical fluid power system, a fluid
power pump or compressor delivers fluid through the
control valve to a system actuator, such as a cylinder,
through lines at high pressure. Unused fluid in
hydraulic systems is returned to a reservoir at low
pressure for cooling, storage, and later use. Air used
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CHAPTER (1) INTRODUCTION
to power pneumatic actuators is not returned to the
receiver. Instead it is exhausted to atmosphere.
Fig.1-9illustrates a simulated hydraulic system used
for lowering and raising the nose wheel of an aircraft
landing gear. Movement of the control valve to lower
the wheel causes fluid to be delivered at high
pressure from the pump to the blank end of the
cylinder. To raise the wheel, the control valve directs
fluid to the rod end of the cylinder. In both cases
fluid power works by applying a force against the
area of one side of the movable piston in the cylinder
or the other.
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CHAPTER (1) INTRODUCTION
Figure 1-8 Transmission and multiplication of fluid
power force.
Figure1-9 How fluid power works.
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CHAPTER (1) INTRODUCTION
Examining the definition and example closer
Force = Pressure Area
All we need to remember is that units of force,
pressure, and area must be consistent. This means that in
the English system of measurement weight or force is in
pounds (lbf), area is in square inches (in. ), and pressure
is in lbf/in. . In SI units, force is in Newtons
2
2(N), area is
in square meters (m ), and pressure is in N/m , which is
given the name Pascals (Pa) alter the famous French
physicist. Because the Pa is a small unit, gauges usually
read pressure in kPa, where:
2 2
1KPa = 1000 N/m2
Following are derivations for the most commonly used
conversions.
1 lb=4.448 N
and
1N=0.2248lbf
1 in=0.254 m
and
1 m= 39.37 in
Converting units of pressure
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CHAPTER (1) INTRODUCTION
1 lbf/in. 4.448 222 N/lbf 1550 in /m =6895
N/m =6.895 kpa
2 2 2
2
or
1 lbf/in. = 6.895 kPa2
2222 /000145.0448222.4/11550/1/1 inlbfNlbfinmmN =
and
1 kPa = 0.145 lbf/in2
Table (1-4) gives constants for conversions among
various units used for pressure around the world. Only thelbf/in. and Pa will be used here. The Pa is the recognized
international unit of pressure, but the kgf/cm and bar are still
used in some countries.
2
2
When applying fluid power to a system, the force
required at the output is used to determine the pressure of the
system and the cross section area of the cylinder. System
pressures are also determined from the strength of
components, cost factors, and safely precautions. When the
system pressure is known and the force that the system must
apply is specified, the area of the cylinder then can be
computed by solving the formula for this value.
essure
ForceArea
Pr=
Table (1-4) units of pressure and conversion Factors
Convert
to
lb /in.f2
kPa kg /cmf2
bar
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CHAPTER (1) INTRODUCTION
Convert
from
lb /in.f2
1 6.895 0.07 0.069kPa 0.1 45 1 0.0101 0.010
kg /cmf2
14.22 98.07 1 0.98
bars 14.5 100 1.02 1
Pascal (Pa) = 1 N/m2
Conversions are made by multiplying the units in the
left margin by the conversion factors in the boxes to arrive at
the units across the top. Example: .kPainlbf 6895895.6./10002 =
Example 2Pressure = 1500 lbf/in
2
Area = (0.7854)(4 in. ) = 12.57 in.2 2
Force = AP = (1500 lbf/in )( 12.57 in ) = 18,855lbf
2 2
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CHAPTER (1) INTRODUCTION
Figure1-10 Force, pressure, and area relationships.
To simplify calculations using this formula, the desired
value can be determined using Fig. 1-10. Bycovering the desired value, the relationship between the other
two is given in the proper order. That is, force equals
pressure times area, pressure equals force divided by area,
and area equals force divided by pressure. Look at
the example that follows the figure, which asks for the
solution of the force that would, be applied to the cylinder
rod if the cylinder has a bore of 4 in. and the pressure in the
cylinder is 1500 lbf/in.2. In hydraulic and pneumatic
applications, bore is the same as the inside diameter of the
cylinder. Many helpful devices such as this have been
developed to assist the fluid power mechanic and technician
to make calculations.
1.9 Head PressureThe first pressure of which we should be aware,
even before the pump is started, is the pressure caused by
the weight of the fluid in the system, or the fluid density
[weight per unit volume (lb/in. )] and height of the fluid
(ft) above the test point. In this book we call this the
3
head pressure.
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CHAPTER (1) INTRODUCTION
Fig.1-11 shows three separate containers of fluids
depicting the effects of fluid height, volume, and
container shape on head pressure.
1.9.1 Effect of Fluid Height on Head Pressure
Fig.1-11a shows a square container with 1 ft of oil
(1 ft by 1 ft by 1 ft). The weight of the oil is
approximately 58 lb. Since the area of the tank bottom is
(12 in.12 in. = 144 in. ), the weight of the oil above
each square inch of the tank bottom is ( 58 lb/144 = 0.4
lb). Therefore, the head pressure is (58 lb/144 in = 0.4
lb/in . If the oil level were reduced to a height of (6 in.),
the weight of the oil would now be (29 lb) and the head
pressure would be (29 lb/144 in = 0.2 lb/in .)
3
2
2
2)
2 2So, the
head pressure is halved as the height of the fluid is
halved.
Filled with oil to a level of (6 in.) into the tube. The
weight of the oil in the tank is (29 lb) and the oil inside the
tube weighs (0.2 lb.)
The head pressure at the bottom of the tube is (0.2
lb/in.2). The pressure difference from the top of the tank to
the bottom (sometimes called psid) is (29 lb/144 in2
= 0.2
lb/in.). The head pressure at the bottom of the tube acts on the
entire area of the fluid at the top of the tank. So, the pressure
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CHAPTER (1) INTRODUCTION
at the bottom of the tank is the sum of the pressure difference
of the tank plus the pressure at the top of the tank or
0.2 lb/in2
+ 0.2 lb/in2
= 0.4 lb/in2
This is the same head pressure that we saw at the
bottom of the tanks of both Figures 1-11a and 1-11b.So, the
head pressure is proportional to the height of the fluid
regardless of the shape of the container.
1.9.2 Significant Head Pressure
Head pressures are always present in hydraulic systems,
but frequently they can be ignored as insignificant when
dealing with higher system pressures. There are three cases,
however, for which head pressures are quite significant: (1)
where the other pressures involved are very low, such as at
the inlet of a pump; (2) where the height of the fluid is great,
such as from the bottom of the ocean; or (3) where the area
affected by the head pressure is very large.
1.9.3 Destructive Head Pressure
Fig.1-12 shows a drawing depicting a home basement
with a standpipe screwed into the floor drain. This procedure
has been tried by home owners in the mistaken belief that it
would be a good method of keeping the basement dry should
the water in the storm sewer try to back up into the basement.
With weeping tile installed under the basement floor for
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CHAPTER (1) INTRODUCTION
normal drainage, the underside of the floor will be exposed to
the backup water, and will be acted on by the head pressure
created by the standpipe.
Assume 3 ft of water in the standpipe (measured from
the bottom of the floor). For this example, let's assume that
the head pressure of water is the same as that of oil:
The head pressure at the bottom of the pipe would be :
In other words, with 0.4 lb/in.2
of pressure per foot of water,
the pressure for 3 ft would be 3 x 0.4 lb/in.2= 1.2 lb/in.
2
22
./2.1/4.0
3 inlbft
inlbft =
Note: Observe that the unit of measure ' ft" has a
strikethrough at each location. This means that the "ft" on the
top of the fraction cancels the "ft" on the bottom.
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CHAPTER (1) INTRODUCTION
Figure1-12 Basement standpipe.
One might think that 1.2 lb/in.2
is insufficient pressure
with which to be concerned. But consider the force pushing
upward from the bottom of the floor. The area of the base-
ment floor is:
2400.8612
3012
20 inft
inft
ft
inft =
The force pushing the floor upward would be
lbinin
lb680.103400.86
2.1 22
=
or
tonsooolb
tonlb 85.51
2680.103 =
This force could break the basement floor.
Note:
ft
in12and
lb
ton
2000are conversion fractions. The
numerator (on top) is equal to the denominator (on the
bottom), which gives the fraction an absolute value of one.
Multiplying by these fractions changes the dimensions but
not the absolute value of an equation.
Of course, the basement would have been flooded had
the standpipe not been screwed into the drain. Flooding the
basement would have saved the floor, however, because the
weight of the floodwater in the basement would have pushed
down on the floor with the same magnitude at which the head
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CHAPTER (1) INTRODUCTION
pressure force was pushing upward, thus preventing damage
to the floor.
1.9.4 Use of Head Pressure for Level Control
NASA's Crawler transporter was designed to move a
missile and its launch tower from the assembly building to
the launch site on Merrit Island. This giant structure is
maintained perpendicular during travel by a leveling device,
which senses the difference of fluid head pressure at the fourcorners of the Crawler compared to the tank "bubble" located
at the center of the Crawler.
1.10 PASCAL'S LAW
Fig.1-13a shows a jug of wine filled to a height of 1 ft.
As usual, the head pressure graduates down the height of the
fluid to 0.2 lb/in. at 6 in. and 0.4 lb/in. at the bottom of the
jug. The area of the jug bottom is 50 in. , and the force of the
bottom caused by the head p
2 2
2
ressure is .
Note that "in
lbininlb 20.50./4.0 22 =
2" has been canceled, in both places, by
strikethroughs. The jug will have been designed to carry this
weight with, perhaps, a 100% safety margin.
Fig.1-13b shows the same jug with a 1 in.2
cork inserted
so that it touches the wine (no air pocket). The calculations
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CHAPTER (1) INTRODUCTION
show what happens if the cork is pushed downward with a
force of 10 lb.
Pascal's law states (in effect): Pressure applied to a
confined fluid is transmitted in all directions, and
acts with equal force on equal areas, and at right
angles to them. This law, as illustrated at the beginning of
this chapter, allows the applied force to be conducted around
corners and through irregular passages to the desired
destination.
The 10 lb of force per the 1 in.2
cork is transmitted to
each and every 1 in.2
of the jug. So every square inch will see
an additional 10 lb of force added to the head pressure force
already there. Now the bottom of the jug will see an
additional force of
lbinin
500.50 22
=lb10
or a total of 520 lb, counting the head pressure. This force,
which exceeds the safety margins of most jugs, could
break the jug.
Note: The head pressure is generally left out of thistype of calculation because the 20 lb of head force issmall compared to the applied force transmitted fromthe cork to the bottom of the jug.
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CHAPTER (1) INTRODUCTION
Figure1-13 (a) Vine jug head pressure; (b) Vine
jug head pressure with Jed force.
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CHAPTER (1) INTRODUCTION
Study Questions and Problems
1-List ten hydraulic applications and ten pneumaticapplications.
2-List the components on one hydraulic application andgive their specifications.
3-Compute the area and volume for a cylinder with a 2-in.bore and a 12-in. stroke.
4- Compute the bore of a cylinder which must exert10,000lbf with a pressure limitation of 1200 lbf/in .
2
5-Compute the force available from a hydraulic cylinderwith a bore of 75 mm under a pressure of 10 MPa.
6- What bore would be necessary on a cylinder operating
at 15 MPa to exert a force of 65 kN?
7- How much fluid is needed to stroke a cylinder with a
100 mm bore and 0.50 in stroke?
8- If a hydraulic cylinder has a rod diameter half the size
of the bore, what will be the difference in force available if
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CHAPTER (1) INTRODUCTION
the pressure applied alternately to each end remains
constant? (Clue: Try two convenient values such as 4 in.
for the piston and 2 in. for the rod diameter.)
9- A house weighing 30 tons is to be lifted by 4
hydrnulic_ram jacks. If the maximum lift pressure
available from the pump is 5000) lbf/in , what is the
theoretical diameter of the ram?
2
10- Two independent hydraulic jacks, A and B, lift a
10.000 lbf steel beam from opposite ends. If Jack A has a
bore of 4 in. and Jack B has a bore of 3 in), what would be
the theoretical pressure in each jack when the beam is in
the raised position?
11- How is a cylinder actuator engineered to provide the
same force extending and retracting?
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CHAPTER (1) INTRODUCTION