Vul 11s usually considered as zero in design flow conditions, SO Radial Figure 15.1 Flow paths used in rotodynamic machines Compressors, fans and pumps 1513 Figure 15.2 A simple radi
Trang 2Dynamics of floating systems 14/31 conditions Now, the solution for scattered wave potential due
to the stationary floating body, subjected to incident waves of potential, ~ $ 2 , is identical to that described in Section 14.5 for fixed structures A set of linear simultaneous equations are obtained by equating the flow due to the local source plus the additional flow due to all other sources to the negative of the flow due to the undisturbed wave for each facet on the body surface Solutions of these equations yields the unknown source strengths and, therefore, the velocity potential, bs,
which is used to derive pressures and wave forces by integra- tion over the body surface Thus the wave force vector, F, of equation (14.46) may be obtained for an incident wave of specified frequency and direction
The velocity potentials, + f > are obtained in a way similar to that above except for the use of a different boundary condition which reflects the fact that bf arises from body motions in otherwise still water Thus, at all facets, the source strengths, + f i > are such that the flow due to the local source plus the flow due to all other sources equals the velocity component of the body along the facet normal This velocity component will depend on the mode of motion (surge, sway, heave and SO on)
in which the body is moving All of this can be represented by equating the normal velocity of the fluid and of the jth facet for the vessel moving in its kth mode of motion This yields the equation
(14.53) where v,k is the normal velocity of the jth facet with the vessel
moving in its kth mode of motion Furthermore, nj is the
normal to the jth facet, a+,lanj is the normal fluid velocity at
the jth facet due to a unit source at the itb facet, and utk are the unknown source strengths required in the kth mode Application of equation (14.53) for all facets produces a system of complex equations to be solved for the source strengths Once these are known, the pressures at the facets are evaluated and their effects integrated over the vessel surface to yield forces in each mode of motion to unit motion
in the kth mode
These forces may be written as a complex square matrix, G(w) which can be decomposed into its real and imaginary parts through the equation
G(w) = w 2 MA (w) - i~ BJw) (14.54)
to yield frequency-dependent added mass and damping ma- trices M A ( w ) and Bp(w) which are required for equation
(14.46)
The inclusion of physical mass, hydrostatic and mooring
stiffness matrices, M , K and K, completes derivation of all of
the coefficient matrices of equation (14.46) The hydrodyna- mic coefficient matrices are, however, frequency dependent and require carrying out a diffraction analysis at all frequen- cies at which motions are required Equation (14.46) is linear
and can readily be solved to yield the displacement vector X
The exciting force vector F(w) and the coefficient matrices
M A ( w ) and BJw) can also be derived using finite-element
methods in a way analogous to that for the boundary-integral approach described above
There is one further point of interest regarding the relation- ship between the scattered and forced wave potentials (rnS and
rnf) for a floating vessel problem The use of equations called Haskind relations (see Newman3') enables the scattered wave potential, rnS, to be expressed in terms of the incident and forced wave potentials, I$,, and + f Thus, once 6f is calculated, need not be computed by diffraction analysis but can
?stead be derived using the Haskind relations
$ (Tik = Vjk
linearity around resonance with the heave response amplitude
per unit wave amplitude reducing from 4.88 mim at 1 m wave
amplitude to 1.26 mim ai 6 m wave amplitude The vessel
motion response away from resonance is not significantly
affected, although there is some increase in response around
16-19 s due to the corresponding increase in wave force
amplitude at these periods The large change in the unit heave
response at and around resonance is to be expected, since the
damping force in a vibratory system is dominant at resonance
14.6.6 Diffraction theory
Calculations of wave-induced motions of a large non-space
frame structure in gravity waves requires a solution of the
wave problem with no flow boundary conditions at the moving
body surface in addition to the free surface and sea-bed
boundary conditions The solution can be split into two related
problems - the scattering wave problem defines wave forces
on a floating body when fixed in space and with waves incident
on it in an identical manner to the technique for computing
wave forces on a fixed body described in Section 14.4 The
radiation wave problem is concerned with defining forces on
the body (added mass and damping) due to its oscillation in
otherwise still water These oscillations will induce wave
potentials such that the total wave potential in the fluid is the
sum of the incident, +,,,> scattered, &, and forced wave
where V,q is the velocity of the body surface in the direction n
normal to the surface This boundary condition can be applied
at the mean body surface since the theory is applied for small
motions +> together with its three components It must also
satisfy thle Laplace equation and the free surface and sea-bed
boundary conditions Furthermore, and $f must satisfy the
radiation conditions
Boundary conditions for the scattering and radiation wave
problem:j can be split up from equation (14.51) as
respectively, both being applied on the body surface The
scattering problem is identical to the application of diffraction
theory on fixed structures as described in Section 14.4 The
radiation problem can also be solved by using either
boundary-integral or boundary-element techniques For brev-
ity, only the solution using boundary-integral techniques is
describesd here As in Section 14 4, the analysis assumes
inviscid, irrotational flow and that wave amplitudes are small
The unsteady flow around the floating vessel is calculated by
introducing oscillating sources of unknown velocity potential
on the vessel's submerged surface that is discretized by a mesh
of facets with an oscillating source on the surface of each facet
A Green's function is used to represent the velocity poten-
tial of each source which, because of the form of the Green's
function satisfies Laplace's equation, zero flow at the hori-
zontal sea bed, the free surface and radiation boundary
(14.52)
~ _ _ - "in
Trang 314/32 Offshore engineering
0.6 -
Figure 14.32 Facet discretization of a submerged ship hull for diffraction theory
-0.6
Typical results of a boundary integral diffraction analysis for
a ship-shaped hull are shown in Figure 14.33 The discretiza-
tion of the submerged hull geometry is shown in Figure 14.32
using 277 triangular facets on the ship half-hull The vessel is
of 263.7 m overall length, 40.8 m beam and 145 937 t
displacement with 14.80 m draught floating in deep water
Figure 14.33(a) presents the variation of added mass and
radiation damping coefficients with frequency for heave and
pitch motions Note that the variation in added mass is
relatively small but the radiation damping shows large changes
with very small values at some wave periods Wave-induced
heave force and pitching moments and the resultant motion
responses for head seas are presented in Figures 14.33(b) and
14.33(c)
14.7 Design considerations and certification
It is important to appreciate that the design procedures for
jacket structures outlined in the previous three sections are
Wave period ( 5 )
(C)
Figure 14.33 Variations of heave and pitch added masses, wave-excitation forces and motion response with wave period for ship hull
Trang 41 Bids, evaluations, contractors, selection I
only a small part of the total design process In order to
illustrate this point, Figure 14.34 presents a flow chart showing
the design procedures that need to be followed, from the
initial specification through to commencing operation of a
typical offshore structure The jacket has to have sufficient
strength, as it is assembled during the fabrication stage and
loaded lout of the yard It has also to meet the naval architec-
tural an,d structural requirements of tow-out, up-ending and
installation as well as surviving for a 20-40-year life Some of
the supplementary design tasks not covered ifi this chapter
include the response of the structure to earthquakes, the
provision of corrosion protection and in-service structural monitoring The design procedure for iarge jackets invariably contains a model test phase for critical operations such as up-ending during installation The documentation of the material, structural and welding details of the design during its certification, fabrication and service life pose an engineering management problem
Certifying authorities play a key role in the design proced- ure for an offshore structure The major certifying authorities
in the United Kingdom, Norway and the United States have built up extensive codes of practice which reflect research
Trang 514/34 Offshore engineering
w o r k , in-service experience a n d t h e results of failure investi-
gations o v e r m a n y years of operation (see Lloyd’s Register of
S h i ~ p i n g , ~ ’ D e p a r t m e n t of Energy,j‘ D e t Norske V e r i t a ~ , ~ ~
a n d A m e r i c a n B u r e a u of Shipping36) Certifying authorities
also provide an i n d e p e n d e n t check of m a n y of t h e calculations
a n d decisions that n e e d t o be made during a typical design
T h e r e tends to be close technical collaboration b e t w e e n
research establishments, designers a n d t h e o p e r a t o r s of off-
s h o r e structures
References
1 Department of Energy, Offshore Installations, Guidance on
design and construction, Part 11, Section 4.3, HMSO, London
(1986)
2 American Petroleum Institute, Basic Petroleum Databook,
Volume VI, No 3, September API, 1220 L Street NW,
Washington, D C 20005, USA (1986)
3 Lee G C., ‘Recent advances in design and construction of
deep water platforms, Part l ’ , Ocean Industry, November,
71-80 (1980)
platforms: design and application’, Engineering Structures, 3,
July, 140-152 (1980)
5 Thornton, D., ‘A general review of future problems and their
solution‘, Proceedings of the Second International Conference
on Behaviour of Offshore Sfructures, 28-31 August, Paper 88,
BHRA Fluid Engineering, Craufield, Bedford, UK (1979)
6 Hamilton, J and Perrett, G R , ‘Deep water tension leg
platform designs’, Proceedings of the Royal Institution of Naval
Architects International Svmuosium on Develooments in Deeoer
4 Fumes, 0 and Loset, O., ‘Shell structures in offshore
Waters, 6-7 October, Paier‘no 10 (1986)
Meteorological Office Meteorology for mariners, 3rd edition,
HMSO London (1986)
Strahler, A N and Strahler, A.H., Modern Physical
Geography, Wiley, New York (1978)
Airy, Sir G B ‘Tides and waves’, Encyc Metrop., Art 192,
Morrison, J R , O’Brien, M P , Johnson, J W and Schaaf,
S A , ‘The forces exerted by surface waves on piles’,
Petroleum Transactions, 189, T P 2846, 149 (1950)
Sarpkaya, T.; ‘In line and transverse forces on smooth and
sand roughened cylinders in oscillatory flow at high Reynolds
numbers’, Report No NPS-69SL76062, Naval Postgraduate
School, Monterey, California (1976)
Sarpkaya, T and Isaacson, M., Mechanics of Wave Forces on
Offshore Structures, Van Nostrand Reinhold, New York (1981)
Sommerfield, A , , Partial Differential Equations in Physics,
Academic Press: New York (1949)
Stoker, J J., Water Waves, Interscience, New York (1957)
MacCamy, R C and Fuchs, R A , , ‘Wave forces on piles, a
diffraction theory’, US Army Corps of Engineers, Beach
Erosion Board, Tech Memo No 69 (1954)
Garrison C J and Chow, P Y , ‘Wave forces on submerged
bodies’, Journal of Waterways, Harbours and Coastal Division,
International Journal for Numerical methods in Engineering,
Zienkiewicz 0 C., Bettes, P and Kelly D W., ‘The finite element method of determining fluid loading on rigid structures - two and three dimensional formulations’: in Zienkiewicz, 0 C Lewis, P and Stass, K G (eds)
Numerical Methods in Offshore Engineering Wiley, Chichester
( 1978) Penzien, J and Tseng, W S , ‘Three dimensional dynamic analysis of fixed offshore platforms’ in Zienkiewicz, 0 C et
al (eds) Numerical Methods in Offshore Engineering, Wiley,
Chichester (1978) Bathe, K J and Wilson, E L., ‘Solution methods for eigen-value problems in engineering‘, International Journal for
Numerical Methods in Engineering, 6, 213-216
Malhotra A K and Penzien, J., ‘Nondeterministic analysis of offshore tower structures’, Journal of Engineering Mechanics
Division, American Society of Civil Engineers, 96 No EM6 985-1003 (1970)
Poulos, H G and Davis, E H., Pile Foundation Analysis and Design, Wiley, New York (1980)
Reese, L C , ‘Laterally loaded pile; program documentation‘,
Journal of the Geotechnical Engineering Division, American
Society of Civil Engineers 103, No GT4, 287-305 (1977) Focht, J A , Jr and Kock, K J., ‘Rational analysis of the lateral performance of offshore pile groups’, Proceedings of the Offshore Technology Conference OTC 1896 (1973)
O’Neill, M W., Ghazzaly, 0 I and Ho, Boo Ha, ‘Analysis of three-dimensional pile groups with nonlinear soil response and pile-soil-pile interaction’ Proceedings of the Offshore Technology Conference OTC 2838 (1977)
American Petroleum Institute, Recommended practice for planning, designing and constructing fired offshore platforms,
Dallas, Texas, Rpt No API-RP-2A (revised annually) (1987) British Standards Institution, Code of practice for fixed offshore structures, BS 6235: 1982, BSI, 2 Park Street London, W I A 2BS
Dover, W D and Connolly, M P ‘Fatigue fracture mechanics assessment of tubular welded Y and K joints’, Paper
No C141186 Institution of Mechanical Engineers London
(1986) Dover, W D and Wilson, T J., ‘Corrosion fatigue of tubular welded T-joints’, Paper No C136186; Institution of Mechanical Engineers, London (1986)
Warburton, G B., The Dynamical Behaviour of Structures,
2nd edition, Pergamon Press, Oxford (1976) Newman J N., ‘The exciting forces on fixed bodies in waves’,
Journal of Ship Research, 6, 10-17 (1962)
Lloyd’s Register of Shipping, Rules and regulations for the classification of mobile offshore units, January, Part IV,
Chapter 1, Sections 2, 3, 4 and 5 , Lloyd’s Register of Shipping,
71 Fenchurch Street, London EC3 4BS (1986) Department of Energy, Development of the oil and gas resources of the United Kingdom Appendix 15, Department of
36 American Bureau of Shipping, Rules for building and classing
mobile offshore drilling units, ABS, 45 Eisenhower Drive, PO
Box 910, Paramus, New Jersey, USA (1987)
Trang 615.1.2 Machine selection 15/13 15.3.5 Waste-heat boilers 15/84
15.1.3 Performance monitoring and prediction 15/14 15.3.6 Economizers 15/84
ct requirement for chimneys and
15.3.1 Types of boilers 15/75
Trang 715.4 Heating, ventilation and air conditioning 15191 15.9.3 Sound power 151139
15.4.1 Heating 15/91 15.9.4 Addition and subtraction of decibels 15/139 15.4.2 Ventilation 15/97 15.9.5 Addition of decibels: graph method 151139 15.4.3 Air conditioning 151106 15.9.6 The relationship between SPL, SIL and 15.5 Refrigeration 151114 15.9.7 Frequency weighting and the human response SWL 151139
15.5.2 Pressure-enthalpy chart 151115 15.9.8 Noise indices 151140
15.5.3 Gas refrigeration cycle 151115 15.9.9 Noise-rating curves 15/141
15.9.10 Community noise units 15/141
15.6.1 The energy manager 15/116 15.9.12 Air traffic 151142
15.6.2 Energy surveys and audits 151116 15.9.13 Railway noise 151142
15.6.3 Applications 1511 18 15.9.14 Noise from demolition and construction
15.6.5 Control systems 151123 15.9.15 Noise from industrial premises 151142
15.7.1 Preventive maintenance 151124 15.9.19 Digital signal analysis 151143
15.7.2 Predictive preventive maintenance 151124 15.9.20 Noise control 15/143
15.7.3 Condition monitoring 151125 15.9.21 Noise nuisance 151143
15.7.5 Vibration monitoring for machine 15.9.23 Damage to plant/machinery/building
15.7.6 Vibration analysis techniques 151126 15.9.24 Legislation concerning the control of
15.9.17 Microphones 15/142
noise 151144 15.8 Vibration isolation and limits 151129 15.9.25 British Standard 4142: 1990 151145
15.8.3 Multi-degree of freedom systems 151130 15.9.28 The Health and Safety at Work etc Act
15.8.5 Shock isolation 151131 15.9.29 The Noise at Work Regulations 1989 151146 15.8.6 Vibration attenuation 151132 15.9.30 Noise control engineering 151147
15.8.7 Measurement of vibration 151133 15.9.31 Noise-reduction principles 151147
15.9.33 Vibration isolation 151148
15.9.1 Introduction - basic acoustics 151138
15.9.2 Sound intensity 151139 References 151150
Trang 815.1 Compressors, fans and pumps
15.1.1 Design principles
15.1 I .1 General
Compressors, fans and pumps are all devices for increasing the
pressure energy of the fluid involved Two basic types are
used: rotodynamic, where flow is continuous, and positive
displacement where fluid is worked on in discrete packages
defined by machine geometry Compressors, fans and pumps
may be rotodynamic, and compressors and pumps positive
displacement In general, the positive displacement machines
give low mass flow and high pressure rise
15.1.1.2 Rotodynamic machine principles
These can be discussed together as the Euler equation applies
to all types, differences being due to the fluid involved and the
flow path Figure 15.1 illustrates flow path differences
15.1.1.3 Forms of the Euler equation
Standard turbomachinery textbooks (see Turton') derive this
equation, so it will be applied here to centrifugal and axial
machines Considering Figure 15.2 (a simple centrifugal
pump) the specific energy increase is given by the Euler
equation
gH = 112vu2 - U l V U , (15.1)
where u,, u2 are peripheral velocities (=wr) V uz, V u , are the
peripheral components of the absolute velocities V2 and V,,
respectively (see Figure 15.3)
Vul 11s usually considered as zero in design flow conditions,
SO
Radial
Figure 15.1 Flow paths used in rotodynamic machines
Compressors, fans and pumps 1513
Figure 15.2 A simple radial outflow machine
Inlet velocity
v
0
(b)
Trang 9with K2 depending on pz Figure 15.3 shows how varying p 2
affects both velocity diagrams and the gH to Q plot of
performance plots, compressors being affected at lower flows
by surge as discussed later
A simple axial machine is shown in Figure 15.4, with typical
general velocity diagrams, which define the geometry and
15.1.1.5 Reaction
This is defined for a compressor as:
Energy change due to or resulting from static pressure change in the rotor Total change in the stage
Trang 10Compressors, fans and pumps 15/5
If a simple pump is considered, it is possible to state that
there must be a working relation between the power input P ,
the flow rate 0 , energy rise g H , fluid properties p and p , and
size of the machine D If a dimensional analysis is performed it
can be shown that a working relation may exist between a
group of non-dimensional quantities in the following equation:
Term (1) is a power coefficient which does not carry any
conventional symbol Term (2) can easily be shown to have
the shape V/Uand is called a flow coefficient, the usual symbol
being 8 Term (3) similarly can be shown to be gH/U2 and is
usually k.nown as a head coefficieat (or specific coefficient) 4
Term (4) is effectively a Reynolds number with the velocity
the peripheral speed w D and the characteristic dimension
being usually the maximum impeller diameter Term (5) is
effectively a Mach number, since K is the fluid modulus
Since these groups in the SI system are non-dimensional
they can be used to present the results of tests of pumps in a
family of pumps that are geometrically similar and dyna-
mically similar This may be done as shown in Figures 15.6 and
15.7 and Figure 15.8 shows how the effect of changing speed
or diameter of a pump impeller may be predicted using the
In Figure 15.8 points A define the energy rise gHand power
PI at a flow rate 01, when the pump is driven at speed w, If equations (15.17) are applied, D and p being the same
Q J w l D 3 = Q2/w2D3; hence Q2 gHJw{D2 = gH2/w$D2; hence gH2 PJpw:D5 = Pdpw2Ds; hence P2
This approximate approach needs to be modified in practice to give accurate results, for using model tests to predict full size power, as discussed by codes such as the American Hydraulic Institute standard^.'^
The classical approach to the problem of characterizing the performance of a pump without including its dimensions was discussed by A d d i ~ o n , ~ who proposed that a pump of standardized size will deliver energy at the rate of one horsepower when generating a head of one foot when it is driven at a speed called the Specific Speed:
minute as well a metres or feet Plots of efficiency against specific speed are in all textbooks based upon the classic Worthington plot, and Figure 15.9, based on this information, has been prepared using a non-dimensional statement known
as the characteristic number
(15.20) This is based on the flow and specific energy produced by the pump at its best efficiency point of performance following the approach stated by Wisli~enus:~ ‘Any fixed value of the specific speed describes a combination of operating conditions that permits similar flow conditions in geometrically similar hydrodynamic machines.’
Figure 15.10 presents, on the basis of the Characteristic number, the typical impeller profiles, velocity triangle shapes and characteristic curves to be expected from the machine flow paths shown In the figure the characteristic ordinates are
Trang 11tested (The reader is referred to Karassik et aL5)
For compressors equation (15.16) could be employed but convention generally uses:
(15.22)
Radial M i x e d flow Axial
Figure 15.9 The variation of overall efficiency with
non-dimensional characteristic number k, for pumps (Turton’)
are the ratios of actual head/design head and actual
flow/design flow This indicates the use of the number as a
design tool for the pump engineer
The scaling laws (equation (15.17)) may be used to predict
the performance from change of speed as indicated in Figure
15.8 In many cases the pump engineer may wish to modify the
performance of the pump by a small amount and Figure 15.11
illustrates how small changes in impeller diameter can affect
the performance The diagram in its original form appeared in
the handbook by Karrasik et aL5 and has been modified to
The temperature and pressure statements are conventionally stagnation values Most compressor manufacturers use a dimensional form, and state the gas involved, so that equation (15.22) becomes:
(15.23) Figure 15.12 presents a typical compressor plot
15.1.1.6 Positive displacement machine principles
Whether the machine is of reciprocating or rotary design, fluid
is transferred from inlet to outlet in discrete quantities defined
by the geometry of the machine For example, in a single- acting piston design (Figure 15.13) the swept volume created
by piston movement is the quantity delivered by the pump for each piston stroke, and the total flow is related to the number
Trang 12Compressors, fans and pumps 15/7
(adapted from Karrasik e t a/.?
Pump scaling laws applied to diameter change
- P a 2
Po 1
Lines of constant efficiency
Suction
Figure 15.13 A plunger pump (or piston pump)
of strokes per unit time Similarly, the spur-gear device (Figure 15.14) traps a fixed quantity in the space between adjacent teeth and the casing, and total flow rate is related to the rotational speed of the gear wheels
Trang 13PI, and PL are defined in Figure 15.15 Table 15.1 gives typical
values of 7" and T J ~ for a number of pump types
Since discrete quantities are trapped and transferred, the
delivery pressure and flow vary as shown in Figure 15.16:
which also illustrates how increasing the number of cylinders
in a reciprocating pump reduces fluctuations In the case of
lobe and gear pumps the fluctuations are minimized by speed
of rotation and increasing tooth number, but where, for
control or process reasons, the ripple in pressure is still
excessive a means of damping pulsations must be fitted Often
a damper to cope with this and pressure pulses due to valve
closure is fitted, two types being shown in Figure 15.17 The
capacity of the accumulator is important, and one formula
based on experience for sudden valve closure is
QP2(0.016 L - T )
Here QA is the accumulator volume (m3); Q is flow rate
(m3/s); L is pipe length (m); Tis valve closure time (seconds);
Table 15.1 Some values of 17" and 7o for positive displacement
15.1.1.7 Limitations on performance
For pumps, performance is limited by cavitation, viscosity effects, gas entrainment and recirculation Cavitation occurs
in the suction zone of a pump due to the local pressure falling
to around vapour pressure as Figure 15.18 illustrates
Figure 15.18 Pressure changes on a stream surface in the
suction zone of a rotodynamic pump
Tme Three cranks 120" out of phase
Trang 14Compressors, fans and pumps 1519
can be used for the duty flow required Equation (15.27) is used for reciprocating and rotary positive displacement machines, but allowance is made for acceleration effects
In reciprocators hf is calculated at peak instantaneous flow including maximum loss through a dirty filter, and an addi- tional head ‘loss’ to allow for pulsation acceleration is used:
The pump flow range is reduced as suction pressure
reduces Cavitation also causes considerable damage as
bubbles of gas form and then collapse Two criteria are used to
judge whether a pump is in trouble from cavitation or not: one
is the concept of NPSH (net positive suction head) and the
other is the noise generated
Net positive suction head is the margin of head at a point
above the vapour pressure head Two statements are used:
NPSH available and NPSH required:
NPSHA := Total head at suction flange - vapour pressure
Figure 15.19 illustrates how system NPSH or NPSHavaiiable is
calculated for the usual suction systems shown
For a centrifugal pump, the basic NPSH is calculated from
head
(15.27) where
h, = static suction head at the pump suction (rn)
hf = flow losses in suction system (m)
B = minimum barometric pressure (mbar)
(use 0.94 of mean barometer reading)
P, = minimum pressure on free surface (bar gauge)
P, = vapour pressure at maximum working temperature
(bar absolute)
In the process industries hf is calculated for the maximum
flow rate and the NPSH at normal flow allowed for by using
the formula
This gives a ‘target’ value to the pump supplier that is ‘worst’
condition In general, for cold-water duties equation (15.28)
head falls by x% (3% is often used)
For the centrifugal pump two terms are in common use: the
Thoma cavitation number u and the suction specific speed SN:
(15.33) NPSHR is defined as in Figure 15.22 This figure gives a typical
plot of u against k , that may be used as a first ‘design’ estimate
of NPSHR, but in many applications test data are required:
Trang 15at design rotational speed
where K is a constant = 175 if g = 9.81 m s-*, Q is in l/s, Nin
revolutions/second, and NPSHR is m of liquid A ‘good’ value
of SN for a centrifugal pump is around 10 000
For reciprocating metering pumps NPSHR is related to
valve loading as shown in Figure 15.23:
(15.35) where dv = nominal valve size (mm) for single valves, and
PQ*
A = - 8ovQp + 15 x 105-
for double valves It is recommended that for hydraulically
operated diaphragm pumps the extra losses imposed by the
diaphragm and support plate are treated as a single unloaded
Trang 16Compressors, fans and pumps 1511 1 Figure 15.27 Figure 15.25 indicates that in a positive displace- ment pump the volumetric efficiency improves and power requirement increases (with increasing viscosity)
Table 1.5.2 summarizes the effects of liquid changes (effect- ively, viscosity and density changes) on pump performance and Figure 15.26 presents material by Sterling6 which illus- trates how efficiency falls away with viscosity for two pumps working at the same duty point, graphically illustrating the rapid decay of efficiency as p increases in a centrifugai pump Figure 15.27 demonstrates a well-known method of correct- ing for fluid change from water for a centrifugal pump This allows an engineer to predict change in performance if the kinematic viscosity of the liquid to be pumped is known and the water test data are available
Recirculation effects at low flow rates are now well docu- mented, and can cause vibration and, in some cases, severe
QP
b
AP
Figure 15.25
displacemlent pump performance
Effect of viscosity increase on positive
Table 15.2 The effect of viscosity - a comparison
Type of pump Significant Effect of viscosity level Treatment and/or notes
Above 100
u p to 100
Above 100 Above 1000
- Above 100 None
Internal gear None
Up to 500 Above 500
Lowering of H-Q curve
increase in input hp Marked loss of head
Marked loss of performance
Little
Performance maintained but power input increased Flow through valves may become critical factor
-
Sliding action impaired:
slip increased Power input and heat generated increases with increasing viscosity
Power input and heat generated increases with increasing viscosity None
Cavitation may occur
-
Little or none Increasing power input required
Performance maintained similar to water performance General lowering of efficiency but may be acceptable Considerable reduction in eificiency, but high
Performance generally maintained Some reduction in speed may be advisable to reduce power input required
Speed is generally reduced to avoid excessive power inputs and fluid heating
Larger pump size selection run at reduced speed - e.g 3 X size at 1000 centistokes running at one-third speed Modification of valve design may
be desirable for higher viscosities For very high-pressure deliveries only Not generally suitable for use with other than light May be suitable for handling viscosities up to 25 000 viscosity fluids
centistokes without modification For high viscosities:
(a) Clearances may be increased (b) Speed reduced
(c) Number of gear teeth reduced For higher viscosities:
(a) Speed may be reduced (b) Number of gear teeth reduced (c) Lobe-shaped gears employed (a) Speed may have to be reduced
(b) Modified rotor form may be preferred
Nitrile rubber stator used with oil fluids Speed may be reduced to improve efficiency
-
Trang 17Figure 15.26 Comparison of efficiency reduction with viscosity
increase for a screw pump and a centrifugal pump of similar duty
cavitation damage Papers given at a recent conference’ indicate the magnitude of the problem
Gas content is another important effect It is well known that centrifugal pumps will not pump high gas content mix- tures, as flow breaks down (the pump loses ‘prime’) when the gas/liquid ratio rises beyond 15% Figure 15.28 clearly shows how a centrifugal pump is affected particularly at low flow rates, and the behaviour is typical of conventional centrifugal pumps Figures 15.29 and 15.30 present well-known informa- tion on the effects of dissolved and entrained gas on the volumetric efficiency of a positive displacement pump Fans are often used in near-ambient conditions, and density change is not significant, so that inlet density is used in power calculations Care is needed in air-conditioning systems to correct for the temperature at the fan inlet Axial fan perfor- mance is affected by blade stall as in compressors
A compressor characteristic is shown in Figure 15.31 Flow
is limited at the high mass flow end of the curve at any speed when local velocity in a passage (usually the last stage outlet guide vanes in an axial machine and the diffuser vane ring in a radial compressor) reaches sonic velocity and thus mass flow cannot increase further The phenomenon of surge is more complicated as it is caused by flow instability Its effects can be limited by reducing the pressure rise in an axial stage but not eliminated Rotating stall occurs in both radial and axial
machines and its action is shown in Figure 15.32 A vane stalls and affects flow round an adjacent vane which in turn stalls This effect thus propagates round the blade row, in the opposite direction to rotation, at about half the rotational speed Reference 2 gives more detailed discussion
Figure 15.31 shows the total limitations on the compressor surge line and mass flow rate of stall and choking For detailed discussion, textbooks such as those by Horlock’ and Balje” may be consulted
Figure 15.27 A method of correction for viscosity (adapted from
American Hydraulic standard^'^) Example: The pump is t o
handle 750 USGPM of 1000 SSU Liquid against a head of 30 m
From the diagram, C, = 0.64; Ca = 0.95; C, = 0.92 at duty point
(1.0 x QN) To test on water needs tests at a flow rate of 789.5
USGPM and 32.6 m : if t h e test efficiency ’1 is 75%, oil
x
/ increasing air content
Figure 15.28 Effect of gas content on centrifugal pump performance
1 l O r Gas solubility, % by volume
Trang 18Compressors, fans and pumps 15/13
Stall cell movement
Figure 15.30 ( a ) Effect of entrained gas on liquid displacement
for a positive displacement pump; (b) solubility of air in oil
by voluini? p u m p capacity is reduced to 84% of theoretical
Although Baljex and Csanady9 have proposed a common basis
of performance presentations using a non-dimensionalized
number resembling specific speed, each type of machine will
be discussed separately Engineers employed in water supply,
the process industries and other spheres of activity have a
formidable task when selecting equipment If the equipment
movement
Figure 15.32 Rotating stall in a n axial blade row
they select does not come up to specification the maximum claim on the supplier is the price paid The cost to their company is that of plant downtime and lost production which
is likely to exceed equipment costs by many times 'Buyer beware' is thus a normal rule To assist the buyer there are BS and I S 0 specifications and codes of practice such as the American Petroleum Industry (API) standards, but in many
areas there are no such aids, and the buyer has to rely on advice, experience and, ultimately, engineering common sense
Any pump, fan or compressor selected must fulfil the specified duty (or duties) and be capable of operating safely and economically with a minimum of maintenance and down- time The selector has therefore a challenging task The first essential task is to prepare the technical brief which will become the tender document This brief must state the entire operating envelope of the machine, with complete details of temperature, humidity, fluid properties and site variations, and detail the standards and codes which will apply, e.g API 610" for refinery and petrochemical centrifugal pumps This covers materials, bearing and seal systems, pressure testing of casings vibration and noise limits, hydraulic performance, draft documents, shipping and installation in over 100 pages
In short it is a comprehensive document of mutual understand- ing between customer and supplier
The project engineer needs data to decide which type of machine, likely size, rotational speed and drive system before submitting a detailed tender document Some basic charts will therefore be discussed
The principles of the two groups of pumps (rotodynamic and positive displacement) have been discussed, and Figures 15.33 and 15.34 illustrate the main types A universal index of flow path and size for centrifugal pumps is the specific speed referred to above (Figure 15.10) which indicates the flow path shapes and probable characteristics A useful pressure to flow rate envelope is shown in Figure 15.35 Once a type is decided, manufacturers' data may be consulted Usually these are test
data when pumping water for rotodynamic machines, and an
approximate idea of performance can be obtained by convert- ing water data using a conversion chart as described earlier When considering the selection of positive displacement pumps, Figure 15.36 is a useful range guide Fan selection devolves into the choice of an axial or a centrifugal machine, and whether a single- or double-stage machine is required, but choice is usually determined by flow rate and pressure rise needed, and in some cases by the space available in which a machine will need to be installed Table 15.3 gives a working basis for fan selection
Figure 15.37 outlines the main types of compressor, and it must be said that when selecting turbo compressors the choice
of machines is a function of delivery pressure and flow rate (as Figure 15.38 indicates) To extend consideration further,
Figure 15.39, based on an article in a Sulzer Technical Review,
Trang 1915/14 Plant engineering
Figure 15.33 Some typical pump layouts (a) A monobloc design with the impeller fixed on the motor shaft; (b) a modern back pull-out design; (c) a double-entry pump; (d) a multistage pump design
covers plant supplied by the company of both turbomachine
and positive displacement, screw, vane, or diaphragm types
Most makers offer oil-lubricated and non-lubricated
machines
As Figures 15.38 and 15.39 indicate, the selection of com-
pressor type depends on the pressure rise and flow rate
required Large compressors are supplied for a number of
duties About 20% are used for air compression, for factory
services where usage is typically around 87 bar for energy
storage, for other industrial duties, or in bottles Industrial
usage in the field of oxygen, nitrogen and medical gases
accounts for a large sector Natural gas transmission is also a
substantial field of application The industrial and process
processes work on pressure up to about 400 bar Polyethylene
processes demand pressures up to 3500 bar As the discussion
on pumps indicated, when the duty could be met by a number
of types, choice is often determined by experience in service,
complexity or cost The only positive attitude is probably to
choose a turbomachine unless company policy dictates a
positive displacement one One factor with compressors is the
temperature rise (over 150°C with a reciprocator) Cooling
causes water and water vapour to accumulate with the conse-
quent need for careful after cooling, intercooling between
stages in multi-stage machines and water collection to prevent
tools, instruments or equipment being damaged
Oil injection is often used in screw and rotary vane machines
to cool and to help eliminate water Wear is also reduced Oil
injection at the rate of up to 20 mg m-3 of gas is used, and then filtered well below the contamination limit for factory air (5 mg ~ n - ~ ) (An efficiency of recovery of 99.9999% has been claimed.)
Selection methods should reflect operating experience as well as being based on intelligent use of manufacturers’ data, satisfactory performance results from rigorous adherence to company specifications as well as good selection
15.1.3 Performance monitoring and prediction Any pump, fan or compressor is supplied against a contract duty In the case of many small pumps and fans which are quantity or batch produced makers will often quote against a typical performance which they check by routine testing, and will only do a full works test if a customer requires this With larger pumps, fans and compressors, a full works test (usually witnessed) is required, and often check tests when installed in the systems will be needed; this latter point will be discussed together with routine monitoring
15.1.3 1 Works tests
For back-pull out pumps I S 0 519911 covers all aspects, includ- ing testing, seals, bearings, noise and vibration, and lists all
the relevant I S 0 and related BS 5316 standards, among which
Part 1 (for general-duty class C pumps) and Part 2 (for class B
Trang 20fans and
CISCHARGE DISCHARGE
Figure 15.34 Some positive displacement pump designs (a) Single plunger pump; (b) simple diaphragm pump; (c) mono pump; (d) twin-screw pump; (e) steam reciprocating pump; (f) gear pump; ( 9 ) lobe pump; (h) vane pump
Trang 2115/16 Plant engineering
Figure 15.35 Range chart for rotodynamic pumps (after data
published by Nederlandse Aardolie MIJ BV) Figure 15.36 Range chart for positive displacement pumps (after Nederlandse Aardolie MIJ BV)
Table 15.3 An aid t o fan selection
Type Pressure Industry Normal Applica-
H and V
Dust and fume
Vee and direct
Vee and direct
Will only handle clean air Compact and quiet running Used on heating, ventilation and air-conditioning work
General dust and fume High-pressure systems and on dust-collector plants Will handle some dusty air
Furnace blowing, cooling, conveying and where there is
a need for high pressures Blowers
Trang 22Compressors, fans and pumps 15/17
Trang 23Actual suction volume ( m 3 / h )
Figure 15.39 An example of a manufacturer’s range chart (based on a Solzer Review article17) AI - reciprocating compressor, lubricated
and non-lubricated cylinders; A, - reciprocating compressors, lubricating compressors; B - screw compressors, dry or oil-flooded rotors;
C - liquid ring compressor; D - rotary (Roots type); E - centrifugal compressors; F - axial compressors
pumps) detail test arrangements and procedures as well as
instrumentation for pressure, flow, torque power and speed
Permissible bands of readings are specified as are alternative
cavitation tests In the case of BS 5316 it is stated in an annex
that for mass-produced pumps the manufacturers, if they state
that the standard is being satisfied, must be able to ensure that
performance for any pump does not diverge from the pub-
lished curve by more than +6% for total head, +8% for flow
rate and t8% for input power This allows customers to have
confidence in the published curves Similar provisions will be
found in the American Hydraulic Institute Standards.13 If the
pump is to follow API 610 these standards must be satisfied
Where the liquid to be pumped is not water it is common
practice to test on cold water and to predict the performance
to he expected by using a chart such as Figure 15.36, which
gives an example of how water test duty may be obtained if the
duty is known
For fans, standards also specify instrumentation and test rig
layout BS 848: Part li4 gives methods of standardized testing
and also of prediction when models are used and of allowance
for compressibility Since fan noise is important in ventilation
systems BS 848: Part 214 lays down noise-testing techniques
and gives details of test chambers and site provisions The two
parts form an essential item of fan test provision, and give all
the necessary equations required for test data presentation as
well as for prediction of probable performance from model
tests, and for correction for non-standard situations and air
conditions
A similar standard, BS 2009,” covers acceptance tests for
turbo-type compressors and exhausters This also states provi-
sions for standardized rig layout and instrumentation and
methods of presenting data in a standardized way Corrections
for compressibility and methods of performance prediction are all given
BS 1571: Part 116 lays down provisions for testing positive
displacement compressors of all the common types in use, both in packaged form and other installations
All the standards give lists of British Standards which are relevant and quote I S 0 Standards which correspond The reader is referred to the literature listed if test procedures and equipment are being planned and where standardized me- thods of performance are being sought for contract purposes
Performance prediction is covered in the standards and fol- lows broadly the dimensionless quantities described here
15.2 Seals and sealing
15.2.1 Compression packing
15.2.1.1 Introduction
Compared to the deterministic qualities of ferrous metals, for example, the essentially deformable nature of sealing ma- terials has introduced a measure of variability that causes many commentators to regard fluid sealing technology as an art rather than a science Seen as an anachronism in a period
of high technological achievement, compression packings show no signs of losing significant ground in terms of produc- tion quantities as new and improved types proliferate in both Europe and elsewhere To understand this situation requires some appreciation of the fundamental mode of operation of the adjustable gland or stuffing box shown in Figure 15.40
Trang 24Seals and sealing 15/19
0 Frequent ability to cater for adverse conditions without elaborate precautions
Valves If any doubt exists regarding selection on pumps then
a much more obvious choice of soft packing applies to the valve scene The relative lack of movement, ease of fitting and, in this case, lack of leakage requirement for lubrication purposes (plus the most decisive advantage of low cost) are factors which ideally relate to compression packings There are areas where moulded elastomeric seals present a reasonable alternative but even the most exotic compounds would seldom be used above 250°C - unless reinforced by asbestos fabric
Compressive force System
pressure
c
Y
Figure 15.40 Compression packing
This may be filled with split packing rings chosen from a
variety of materials and constructions, described elsewhere,
which art: persuaded to react against a shaft, whether rotary or
reciprocating, to the extent that the radial force developed
exceeds the pressure to be sealed Packings in this category
used for rotating or reciprocating equipment rely on a con-
trolled leakage for long-term lubrication purposes if they are
to survive for an adequate period The continued justification
for the icompression packing might appear obscure against
such a background but there can be no doubt that certain areas
of application exist where no reasonable substitute is avail-
able
Pumps Many reasoned and well-researched papers have
been published to support mechanical seals against soft pack-
ing, and vice versa There is no doubt that the former have
supplanted packed glands as original equipment on the major-
ity of rotodynamic pumps for a variety of process and service
fluids, but there are operating parameters and cost considera-
tions which will frequently dictate the choice of soft packing
Table 158.4 compares the relative attributes of the two con-
tenders in basic terms
In general, it may be said that, unless zero leakage is an
absolute priority, compression packings will retain an impor-
tant position wherever regular maintenance is available and
the following considerations apply:
@ Simplicity in gland design and ancillary equipment
@ Ease o f fitting
0 Flexibility of supply and spares for plant utilizing many
different types and sizes of pump handling a wide variety of
To increase density and dissipate heat, soft packings inva- riably contain lubricants, loss of which, through excessive compression or overheating in service, will result in packing volume loss with subsequent reduction in the effective sealing reaction and correspondingly increasing leakage rates By limiting compression to a point where slight controlled leakage
is obtained, adequate lubrication of the dynamic surfaces is ensured and overcompression of the packing avoided However, where lubrication is a problem - or a degree of gland cooling is required - a lantern ring can be incorporated into the gland area for the distribution of additional lubri-
Of the order of 10:l in favour of soft packing depending on size and application Ample warning of impending failure with
possibilities for correction Essentially simple - requiring no special skills if
correct procedure adopted
Facility for stocking length form material or complete pre-formed sets at relatively low cost Can be considerable; shaft sleeves reduce replacement costs
Friction losses slightly higher with soft packing Leakage losses zero with mechanical seals but positive with soft packing as lubrication of sealing rings is essential
APPROXIMATELY EQUAL
Little or no warning of end of useful life with possibility of sudden complete failure Skilled fitting required - precisely defined environment and assembly
Spare seal components must be available - cost can be substantial
Nil
Trang 25cant/coolant (Figure 15.41(a)) The position of a lantern ring
will depend on the nature of the application but, since the
packing rings nearest to the gland spigot do most of the work,
the additional fluid should usually be introduced near to that
area
If it is essential that the fluid being pumped does not escape
to atmosphere (e.g a toxic medium), the lantern ring may
serve to introduce a barrier fluid at a pressure of 0.5-1 bar
above that to be sealed (Figure 15.41(b)) Similarly, where
there is a risk of severe abrasive wear to the packing, a
flushing fluid may be introduced through the lantern ring
(Figure 15.41(c)) For application with negative pump press-
ures (i.e suction) a supply of the medium being sealed can be
made through the lantern ring to prevent air-drawing (Figure
15.41(d))
If extreme temperatures are to be encountered it is unlikely
that cooling through the lantern ring will be sufficient and
recourse must be made to internal cooling of the gland housing
and shaft to reduce the temperature at the gland to a value
within the packing’s capabilities Conversely, when dealing with media which crystallize or congeal when cool (e.g sugars, tars, etc.), the packing will face rapid destruction unless gland heaters or a steam-jacketed arrangement are employed to restore the fluid state before starting up
It should always be remembered that the inclusion of a lantern ring into the gland area invariably complicates as- sembly and can provide a possible source of shaft scoring They should, therefore, only be considered when the nature of the application absolutely demands their presence
15.2.1.3 Gland design
At this juncture, few international standards exist to define housing design for soft packings but the dimensions shown in Table 15.5 should be satisfactory for most applications Hous- ing depths will vary with individual circumstances, such as the inclusion of a lantern ring, but five rings of square-section
Table 15.5 Suggested housing widths in relation to shaft diameters (all dimensions in millimetres)
Trang 26Seals and sealing 15/21 modern packing materials, bevelled glands are seldom an advantage and can actually promote movement of the sealing ring on the spigot side into the live clearance
5 The need to avoid excessive shaft misalignment or whip
6 The provision of adequate shaft support The packing must not be used as a bearing
at m i n i m u m
to prevent extrusion under hydraulic or compressive load
Figure 15.42
packings are usually recommended for the average, uncompli-
cated duty
Other design considerations worthy of note but often
overlook.ed, are summarized as follows (see Figure 15.42):
1 The provision of an adequate tapered 'lead in' at the
mouth of the giand to facilitate entry of the packing and to
obviate the risk of damage in the assembly operation A
minimum of 15" X 6.5 mm usually represents good prac-
tice
2 The provision of a reasonable surface finish on adjacent
metal parts - particularly the dynamic surface The better
the finish, the less wear will occur; 0.4 pm (16 p in) R, on
the shaft and 1.6 pm (64 p in) R, on the stuffing box bore
should be ideal for most applications The use of shaft
sleeves can give considerable maintenance advantage
when considering the question of surface finish
3 The danger of extreme running clearances at the gland -
particularly on the spigot side In those exceptional cases
where excessive clearance is unavoidable the packing
should be protected by an independent ring of suitably
robust material or construction which reduces the clear-
ance to a miaimum
4 An allowance for entry of the gland spigot well into the
glancl area; certainly to an extent that exceeds substantially
the depth of the tapered lead in The length of spigot
selected must also cater for packing compression, resulting
from gland adjustment Typical entry lengths should be at
least two times packing section For packings of softer
construction, maximum length should be provided With
Wet
graphite mica talc molybdenum disulphide tallow
castor oil straight mineral lubricating oil petrolatum
solid fractions paraffin wax soaps silicone grease PTFE dispersions Metals: lead foil and wire
aluminium foil copper foil and wire brass wire
monel wire inconel wire stainless steel wire Elastomers: natural and synthetic The principal forms of constructions for fibrous compres- sion packings are (see Figure 15.43):
e Braided Individual yarns are braided tube over tube and
squared off The density of this type of construction is high and ideal for many valve applications
e Plaited Multiple yarns are interwoven in plaited bundles
in such a way that the direction of fibre follows the periphery of the packing ring The natural characteristic of this construction is more suited to centrifugal pump applica- tions than valve service although the inherent flexibility of the form is popular with some users
e Cross-plait All the yarns are interlocking and pass dia-
gonally through the packing to provide a firm construction
of consistent density and shape Used extensively for syn- thetic yarn packings for valves and pumps
e Composite asbestos plastic This packing category is of
fairly recent origin and includes those types based upon a braided and reinforced asbestos jacket enclosing a 'plastic' core Although inaccurate in lthe scientific sense, the term 'plastic' conveniently describes those many mixtures of
Trang 2715/22 Plant engineering
Cross-plait
Figure 15.43 Basic packing constructions
Composite
asbestos fibre and lubricant, both mineral and solid, from
which readily deformable packing materials may be made,
This packing is widely accepted for difficult valve-sealing
duties
All the fibre-based constructions described here are fre-
quently reinforced with metal This applies particularly to
asbestos based products where the use of metal wire in the
yarn can extend the service capability of the packing to 800°C
and beyond But for this feature, even the best quality
non-metallic asbestos yarn packing would be restricted to
temperatures of about 315°C maximum
All the lubricants described above are used in conjunction
with fibre packings of different sorts and are applied by
dipping, coating, soaking, vacuum impregnation, dusting, etc
The prime object is maximum lubricant retention Frequently,
several treatments and repeat processes are employed to
achieve this end
In the field of metallic packings there are many construc-
tions available the three most popular being foil-wrapped
resilient asbestos core, foil crinkled and folded upon itself, and
corrugated foil, concertina wound (see Figure 15.44) These
useful types are suitable for both reciprocating and rotary
shafts and are widely used on pumps, valves, turbines, com-
pressors and refrigeration plant All are normally lubricated
with mineral oil and graphite Lead and aluminium alloys are
the most popular foil materials
In the field of compression packings, elastomers are not
widely used although some braided packings do employ yarns
that are treated with a rubber proofing to render them more
suited to difficult wet applications such as condensate duty
Rings of square or rectangular section compression packing,
manufactured from folded, rolled or laminated elastomer
proofed cloth, are still popular for relatively slow-moving,
lower-pressure reciprocating pumps handling water or LP
steam One particular design, with a moulded, double-
bevelled section, made from semimetallic rubberized yarn, is
particularly effective on rotary applications dealing with vis-
cous media which solidify when the pump is idle and cause
damage to conventional plaited packings on restarting from
cold This moulded packing is also suitable for duties involving
solids and abrasives (see Figure 15.45)
Foil-wrapped deformable Foil crinkled, twisted and asbestos core folded upon itself
Corrugated foil, concertina wound
Figure 15.44 Typical metal foil-based packing construction
Figure 15.45 Double-bevelled, elastomer-proofed fabric packing for abrasive duties
15.2.1.5 Type of wear
Although a typical set will be five rings, experience has shown that there is not a linear pressure drop through/across the five rings The majority of the effective sealing is done by the rings adjacent to the gland spigot, Le on the atmosphere side of the set - as indicated in Figure 15.46
The two rings on the pressure side will often be virtually uncompressed and still contain ample lubricant In contrast, the rings at the gland/atmosphere side will invariably have lost all lubricant, be very hard and probably have suffered around 50% compression - it is these rings which have been doing most of the sealing In desperate situations replacement of these two - or possibly three - rings can often restore perfor- mance and leakage to an acceptable level
The quantity of packing to use and its size for a given application relies largely on the experience of the user/manufacturer in the type of duty being performed, or in liaison with a packing supplier at the design stage The latter course of action is always to be favoured if any doubt exists, since an exact knowledge of the capabilities and limitations of the material employed can be found only with those specialists responsible for compounding and production
Trang 28Seals and sealing 15/23
Five rings of square section packing are often accepted as a
sufficient number for the average uncomplicated duty but
there are many pump applications where the presence of a
lantern ring or similar consideration may dictate a greater
quantity
The appropriate packing section to use in relation to
diameter is open to a degree of individual preference but
broad recommendations are shown in Table 15.5 To give an
idea of the capabilities of the various materials and construc-
tions of soft packings which are readily available, reference
may be made to Table 15.6 (suitability in different
media/speed and temperature limits) Table 15.7 (comparative
speed performance), Table 15.8 (comparative temperature
performance) and Table 15.9 (comparative cost indication)
(Note: The statement of speed and temperature limits for a
given material should not be construed as meaning that a
packing will be suitable for duties where such maxima are
jointly encountered )
15.2.1.6 Reciprocating pumps' duties
Much of the above information also relates to reciprocating
pumps 'While many years ago compression packings were
used on such pumps, many engineers today would automa-
tically think of using a more moldern multi-lip type seal
Howevei , for the more difficult applications compression
packings are now being used again
The most important difference from rotary applications is
that for these reciprocating duties the packing is generally
subjected to far higher operating pr'essures, and so requires a
proportionately greater degree of gland spigot load-
inghompression in order to develop sufficient sealing force
This extra compressive force combined with the frictional drag caused by the reciprocating movement means that extrusion of the packing into the gland bush clearance is often the main cause of seal failure While the new synthetic yarns are extremely strong they are generally very small and so tend to extrude more easily Once extrusion has occurred this will invariably stop any leakage completely and excessive tempera- tures are developed very quickly
Often the operating clearance between the gland spigot and the ram is too wide to prevent extrusion and so some form of anti-extrusion element must be incorporated into the sealing arrangement One very simple and very effective method is to use a hard fabric ring as is normally employed as the support ring of a typical set of multi-lip seals - as shown in Figure 15.47(a) Because the lip makes intimate contact with the ram and the wall of the stuffing box this contains the packing perfectly and prevents extrusion
Many pumps are still fitted with multi-lip seals of the chevron type Generally, these will operate well providing the conditions are within their capability On many of the larger high-speed pumps, however, the frictional heat generated by the pressure and rubbing speed causes the rubber proofing of the seals to carbonize and soon the flexibility is completely lost and the set becomes virtually a solid mass which will not then respond to further gland adjustment It is for these more
arduous pump duties that a change back to compression packing is now occurring and is proving very successful
On modern pumps, particularly of the smaller sizes, there is
a trend towards non-adjustable glands Compression packings cannot be considered for such applications unless some form
of spring loading is incorporated In this respect the arrange- ment as shown in Figure 15.47(b) has proved very successful
Trang 29RECIPROCATING, ROTARY
PUMPS AND VALVES
Lubricated aluminium foil
Lubricated braided asbestos
Lubricated plaited asbestos
Plaited, lubricated asbestos impregnated with PTFE dispersion
Plaited lubricated asbestos impregnated with PTFE
PTFE impregnated asbestos and glass fibre yarns with
PTFE yarn impregnated with PTFE dispersion and inert
Soft lead-based foil wrapped round lubricated asbestos core
Hydrocarbon-resistant lubricated plated asbestos
Lubricated plaited cotton
Cross-plait aramid fibre yarns
Pure graphite foil with no volatile additives
RECIPROCATING PUMPS AND VALVES
Monel wire reinforced asbestos cover with plastic core *
Synthetic rubber bonded braided asbestos with brass wire
Lubricated plaited flax
VALVES ONLY
Constructed from a jacket of asbestos reinforced with inconel
Lubricated braided asbestos with rnonel wire reinforcement *;
Self-lubricating fibrous asbestos with flake graphite or mica
Lubricated braided asbestos and brass wire reinforced *
PTFE yarn impregnated with PTFE dispersion and inert
Unsintered PTFE cord gland seal for rapid valve packing
dispersion but with no additional lubricant
suitable lubricant
lubricant
reinforcement
wire braided over a resilient asbestos core *
lubricant but with no additional lubricant
Trang 30Seals and sealing 15/25
Table 15.7 Maximum rotary speeds for pump packings
Table 15.8 Maximum service temperatures of pump packings
ted ramie yarn (Plaited)
ted PTFE yarn (Plaited)
ted lead foil (Foil-wrapped
I-purpose lubricated asbest,
ted aluminium foil (All ty
0 100 200 300 400 500 600
Trang 3115/26 Plant engineering
Table 15.9 Typical relative costs of pump packings
I
Figure 15.47
anti-extrusion ring; (b) spring-loaded packing configuration for
non-adjustable glands
(a) Packing configuration with lip-profiled fabric
Although the springs provide the basic force on the packing,
during the pressure stroke the fluid acts over the full radial
width of the metal ring and this then provides the extra
‘hydraulic’ force with which the conventional adjustable gland
would have to be developed by appropriate gland loading
15.2.1.7 Fitting
It is often assumed that unskilled labour can be used to repack pump glands but this is true only so long as ‘unskilled’ is not equated with ‘unaware’ Familiarity with the following ideal procedure will be more than repaid in terms of trouble-free packing performance:
Where length form is used:
1 Spirally wrap the material around a rod of diameter
2 Cut the required number of rings cleanly to obtain good
3 Proceed as for pre-formed split packing rings
equivalent to the pump shaft
butt-joins (see Figure 15.48)
Trang 32Seals and sealing 15/27 tained Approximately 15 minutes should be :eft between successive adjustments Do not overtighten
8 Where loose-form material is used for valves proceed as (1) and (2) and tamp packing into a dense homogeneous mass, progressively filling the housing to the required degree
9 Because of the danger of corrosion through electrolytic action, packings containing graphite should be avoided on valves or pumps with stainless or chrome steel stems This risk is most acute when the packing remains in the gland during storage and is particularly aggravated by the pres- ence of moisture
iere pre-formed split packing rings are used:
Carefully remove old packing (including, where
appropriate, the packing on the far side of a lantern ring)
Thoroughly clean all surfaces that will contact the packing
and, where permitted, smear with oil Gland and neck
bushes, shaft surface and bearings should also be checked
for signs of wear and rectified as necessary
Place first ring over the shaft by opening to an ‘S’
confnguration to ensure that bending effects are spread
over the whole ring (see Figure 15.49)
Insert firs; ring into stuffing box and lightly bed in with a
split (wooden) distance piece and gland spigot With
plaited packing the ‘v’ formation on the outside diameter
of the ring should be pointing in the direction of shaft
rotation (see Figure 15.50)
Repeat ( 3 ) and (4) with remainder of rings ensuring that
each ring is firmly seated and that the butt joins are
staggered by at least 90” (Note: The rings must be fitted
individually and under no circumstances should complete
sets be fitted as a unit.)
When the requisite number of rings have been fitted,
tighten gland nuts until the shaft or spindle torque
increases Then slack off gland and pull up to finger
tightness only (If pump is to be stored before use leave
g l a d slack so that packing resilience is not impaired.)
Running-in pumps
Prime casing and run pump up to operating speed for
IC15 minutes If pump is not fitted with gland cooling, a
cold-water spray over the gland housing will avoid excess-
ive heat build-up during this stage If no leakage occurs,
stop pump, vent casing pressure and slacken gland further
Repeat until leakage starts
The controlled leakage, essential for lubrication pur-
poses, can then be obtained by running the pump and
evenly tightening the gland nuts in increments of two flats
until approximately one drop every few seconds is ob-
15.2.1.8 Fault finding
A major advantage of compression packings is that breakdown
is rarely sudden or catastrophic but rather a matter of a gradual build-up of leakage until an unacceptable level is reached Normally, considerable life can be achieved by controlling leakage with further tightening of the gland nuts
(Note: the seepage of fluid which acts as a lubricant for the packing on rotary applications should not be confused with leakage and the rate of one drop every few seconds should be maintained.) However, if other than routine maintenance or just plain ‘fair wear and tear’ are suspected as the cause of leakage and the need for repacking, then the following hints could well prove useful:
1 Confirm that the packing is rated as suitable for the application
2 If one or more rings are missing from the set, check for excessive neck bush clearance allowing extrusion of rings into the system If the top ring has extruded between the gland follower, anti-extrusion rings could avoid replace- ment of metal parts
3 If the packing’s radial thickness appears diminished in one
or more places, check for an undersize shaft or badly worn bearings which could cause shaft whip or spindle wobble
4 If radial section of packing directly beneath the shaft is reduced or premature leakage occurs along the top of the shaft, check for misalignment of shaft centre to stuffing box bore
5 If the packing is worn on the outer diameter, check for loose rings or rings rotating with the shaft due to insuffi- cient gland load
6 If the packing rings have bulges on their radial faces the adjacent ring was probably cut too short, causing packing under pressure to be forced into the gap at the joint
7 If the packing nearest the gland spigot shows excessive deformation while other rings are in fair condition, the set was probably incorrectly installed and subjected to excess- ive gland tightening (Note: Overtightening is usually the greatest single cause of premature packing failure.)
8 If the cause of your particular problem is still not apparent, give equal attention to i.d and o.d leakage and check for
a rough stuffing box bore before seeking specialist advice
15.2.1.9 Standardization
In the interests of stock control it is clearly an advantage to rationalize the variety of packings used in any plant to that minimum number which will effectively cater for all the conditions likely to be encountered If cost is no object, then there are single, sophisticated materials and constructions that will go some way towards satisfying most demands, but it is doubtful if cost effectiveness could be justified Far better to compromise on a small number of reputable products deve- loped for the areas in question, e.g pumps, valves, etc
Trang 3315/28 Plant engineering
There are few standards applying to compression packings
on a national or international basis, although many individual
companies and organizations have domestic standards which
have, in many cases been the subject of collaboration be-
tween user and packing manufacturer BS 4371: 1968 specifies
minimum standards for lubricated plaited cotton, lubricated
plaited flax, lubricated plaited or braided asbestos, dry white
nonmetallic plaited or braided asbestos, plaited or braided
asbestos, metallic wire reinforced, indurated asbestos, and
lubricated fibrous asbestos and gives guidance on limiting
operating parameters for these constructions There are other
pump and valve British Standards which specify common
stuffing box dimensions such as BS 1414: 1975, BS 1873: 1975
and BS 3808: 1964
Where packings are required for service with potable water
in the water authority distribution system (which covers
reservoir to tap), only those materials which have gained a
National Water Council Approval may be used Such products
have been tested to establish that they produce no colour,
taste or turbidity, are non-toxic and will not support microbial
growth
Statutory Instruments 1978, No 1927, The Materials and
Articles in Contact with Food Regulations 1978 required that
compression packing materials, for example,
‘ do not transfer their constituents to foods with which
they are, or likely to be, in contact, in quantities which
(1) endanger human health or
(2) bring about a deterioration in the organoleptic [sensory]
quality of such food or an unacceptable change in its
nature, substance or quality.’
Such regulations inevitably restrict the range of available
materials and lubricants Consultation with the supplier is
recommended to establish preferred grades
could -
15.2.1.10 Compression packings: material developments
Introduction The route to improve performance in most
areas of sealing is generally in the use of new/improved
materials - this is without doubt the case with compression
packings In recent years what can loosely be termed ‘synthe-
tic materials’ have become available which have changed the
overall attitude of the engineer regarding the use of the
packed gland These have three distinct advantages over the
old-established materials:
1 The performance capabilities have been extended in terms
of pressures, speed and temperature limitations
2 Combined with these the resultant life has also been
significantly increased
3 The age-old problem of repeated gland adjustments has
been reduced to the extent that on many applications it has
been virtually eliminated - the ‘non-adjustable’ packed
gland is now a reality
Four materials have achieved these improvements and al-
though not exactly new, PTFE is included, since by compari-
son with the natural fibres of asbestos and cotton, etc it is
relatively new and does occupy an important place in today’s
range of compression packings
PTFE Polytetrafluoroethylene yarns provide soft packings
for services where corrosive media are being handled or
freedom from contamination is an essential requirement A
semi-rigid fluorocarbon plastic, PTFE is unique in possessing
almost complete chemical resistance within its temperature
range which, in this field of application, spans the cryogenic
area to 250°C Another major advantage refers to its very low coefficient of friction Lubricated plaited PTFE yarn packings are suitable for rotary surface speeds up to 8 m s-l and are also finding increasing acceptance on high-speed, high- pressure, multi-ram reciprocating pumps In solid form this material is not acceptable as a compression packing due to poor creep properties and lack of resilience However, solid junk rings or spacers in PTFE are often used to enhance packing performance on arduous pump duties
Aramid fibre Packings made from aramid fibre, usually of a distinctive yellow colour, are becoming increasingly popular for a variety of pump and valve services hitherto satisfied by PTFE-lubricated asbestos packings It has a high tensile strength, excellent resilience and thermal stability up to 250°C and is resistant to a wide range of chemicals Experience has shown that while it is extremely resistant to abrasives, it is also extremely tough such that it can sometimes severely dam- agelwear the surface of a rotating pump shaft However, the latest quality yarns combined with an improved lubricant have reduced this problem and speeds of 20 m s-l have now been successfully achieved It has also proved to be successful in high-pressure reciprocating pump applications, being used typically with arrangements as shown in Figures 15.47(a) and (b)
Graphite Without doubt, this material more than any other
is responsible for extending the performance of the packed gland It is available in various forms, each having advantages and, hence, specific areas of use:
Graphite yarnlfilaments Yarn packings in this material are a development for rotary pump applications and provide possibilities for extending the range of the packed gland beyond boundaries hitherto estab-
lished A high coefficient of thermal conductivity, low friction
and resistance to chemical attack are the useful characteristics
of this material Temperatures up to 400°C may be considered
If a good performance is to be obtained, then close attention must be paid to mechanical conditions such as shaft run-out and finish Care in fitting and running-in is also mandatory
Expanded graphite foil is the most recent and significant
application of graphite, particularly in the context of valve applications Expanded graphite materials combine the well- established thermal and friction characteristics, long asso- ciated with the correctly developed use of carbon-based products, with a unique flexibility and resilience The at- tributes of this exfoliated form of graphite bear recording Excellent resistance to compression set resulting in little loss of radial gland force or flange seating stress over long periods (see Table 15.10)
0 No loss of volatiles even at high temperature thus minimiz- ing frequency of gland adjustment
Resistance to a wide range of chemicals
0 High-temperature capability, particularly in non-oxidizing High thermal conductivity
Low friction properties - self-lubricating Exceptionally low chloride content
No adhesion or corrosion problems Fire-safe
Figure 15.51 shows an interesting comparison of performance
on a test gland between half-rings of expanded graphite and a lubricated asbestos yarn packing Not only did the former require fewer gland adjustments during the period of testing but the average leakage rate was much less - to the point of running virtually dry for protracted periods
environments
Trang 34Seals and sealing
Rather than use the tape form of expanded graphite which is primarily a useful maintenance expedient, moulded rings to a selected and controlled density should be the first choice Although more costly than conventional packing materials, economies of radial width and number of rings used are feasible, quite apart from the performance advantage likely io
be derived from the use of expanded graphite
Hybrid gruphite/PTFE yarn This latest material is a yarn combining PTFE and graphite; the PTFE is not added to the yarn as was the case with many other materials in the past This proprietary blended yarn based on an exclusive process has achieved much success on high-speed rotating pump duties
at speeds in excess of 25 ms-' Many manufactarers are now offering products based on this material, which is particularly insensitive to variations in fitting techniques, etc Such pack- ings bed-in easily and have characteristically lower leakage rates than many conventional variants
Table 15.10
Expanded Expanded Compresr;ibility/recovezy graphite graphite
A S T M F36-66 Procedure H 1 mm thick 2 mm thick
_._ Expanded graphite rings (in halves)
a Lubricated asbestos yearn rings (split)
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Since these yarns are extremely small in size, extrusion can
occasionally be a problem Hence when using these new
products, extra attention should be given to the extrusion
clearance of the gland and neck bushes
Due to its PTFE content, service temperatures are limited
to 260°C However, this is well below the operational gland
temperature of most rotary shaft applications
One cannot leave materials without special reference to the
vital role played by asbestos - a much-denigrated mineral
fibre without which economic and practical solutions to many
sealing problems would not be feasible Although understand-
able, in an age of correct awareness of health and safety
matters, the over-reaction against asbestos has revealed many
inconsistencies Motor manufacturers may prohibit its use as a
plant-maintenance material but continue to use asbestos in a
brake-lining and clutch-facing role where residual dust is
evident Some users may seek to limit its application in a safe
form as a valve packing or gasket but perpetuate its specifica-
tion for fireproof positions and roofing where the mineral is
cut in a dry form
Hazards exist but adherence to basic advice on handling
asbestos will result in a sensible balance between prohibition
and practicality In this context, users of asbestos-based pump
and valve packings, gaskets or allied components might heed,
to advantage, the statement issued by the Asbestos Informa-
tion Committee to the British Valve Manufacturers’ Associa-
tion 18-22
15.2.1.11 Selection
Selection is the most vexing question as, for many duties, so
many reasonable alternatives exist Much will depend on
personal experience, frequency of maintenance, original cost
level, contamination considerations, size, etc
In the case of a manufacturer producing large quantities of
valves or pumps to standard dimensions there is much to be
said for purchasing sets or rings rather than length-form
packing With the techniques available, packing can be
supplied ready for immediate fitting with substantial reduction
in that overall cost represented by receiving length-form that
must be cut to size by skilled personnel This economy is not
confined to the large manufacturers but it is they who will
enjoy the greater advantage
On the other hand, in many instances, the problem of
stocking rings or sets tailormade for an assortment of valves
varying in origin, type and dimensions can prove intolerable
For these cases, there is a clear need for the versatility of
packing in length-form Comparable with this solution is the
expedient provided by those packings of plastic nature that are
available in loose form but this advantage must be weighed
against the labour cost in the careful fitting required
15.2.1.12 Cross-plait constructionlmixed yarns
Virtually all these new synthetic yardfilament materials are
manufactured into length-form packings using the ‘cross-plait’
construction as shown in Figure 15.43, which results in a far
better and more uniform construction and it does have the
distinct advantage of enabling two different yarns to be used in
the manufacture of a packing This technique has resulted in
the development of a new generation of cross-plait mixed-yarn
products, which can maximize the benefits of the individual
constituents and minimize their shortfalls Typical examples
are packings deploying tough aramid (yellow) yarn at the
corners and the high-speed thermally superior hybrid yarn just
described to most of their rubbing face - these offer excellent
extrusion resistance and a higher-speed capability than a plain
aramid product Also for chemical compatibility PTFE fila- ments can, of course, be combined with others as necessary
so a reduction in the radial sealing force occurs, resulting in an increasing leakage Gland adjustment, i.e compression, then restores the density and the sealing force
The new materials, particularly the graphite types, are self-lubricating and so very little lubricant is added to the packing In consequence, because there is relatively no ma- terial or lubricant to be lost or forced out of the packing, the amount of subsequent gland adjustments are very much reduced, giving a longer life and reduced maintenance re- quirements This aspect is demonstrated perfectly with the graphite foil used for valve sealing The material is virtually pure graphite and is perfectly stable in size and density within the temperature range of -200 to +550”C, and once fitted and correctly adjusted it will usually provide years of trouble- free service
15.2.1.14 Applications
Basically, the fundamental choice is generally that for a dynamic/rotary application the length-form cross-plaited yardfilament product should be used and for valve spindles rings of expanded graphite are the first choice
15.2.1.15 Valves
Expanded graphite is now the most common form of valve stem seal It is the standard for virtually all valves in the power generation and nuclear industries, both in the UK and in Europe Density of the material is very important and usually
a density of 1.6 g/cm3 is used This is the value specified by CEGB in their specification for this material (No 155701) For this reason, it is always preferable to use moulded rings for critical applications rather than the alternative ‘tape’ form of material The rings are manufactured by winding tape coax- ially around a rod until the required o.d is obtained and then compressing these within a mould The material is usually compressed in the order of approximately 60%
Once installed and the optimum gland adjustment is applied, no further adjustments should be necessary The only reason subsequent adjustments are necessary is because the sealing force has reduced - this can only happen if the density has changed, which in turn can only be the result of some loss
of material, i.e extrusion of the top or bottom rings
It is therefore extremely important to have the minimum possible extrusion clearances However, if extrusion proves to
be a problem, then the use of end rings of graphite filament (i.e cross-plaited type) have proved extremely successful in solving this problem Indeed, the use of these ‘combination sets’ is now becoming far more common and in the power- generation industry in France it is virtually a standard approach
Compared with the older materials, these new sets require negligible subsequent gland adjustments and the use of ‘live’ spring-loaded glands has now achieved the ultimate in long trouble-free operations The reason ‘live’ glands can now be used is due to the small degree of compressibility of these graphite materials Once fitted, these sets will probably only compress by about 8-10% at most, whereas the older sets in