0 ratings0% found this document useful (0 votes) 56 views83 pagesMech Ops Combined
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, 
claim it here.
Available Formats
Download as PDF or read online on Scribd
CHN-203 Mechanical Operations
Prof. P,P Kundu
Department of Chemical Engineering,
IT Roorkee
1 Contact Hours: Lod Tr P: 2/2
2. Exarnination Duration (Hrs.): Theory:3 Practical:2
3. Relative Weight: CWS:20 PRS:20 MTE:20 ETE:40 PRE:O
4 Credits:4
5. Objective: To impart Knowledge on particle size analysis, size reduction,
separation of solid particles from fluids and flow through porous media.Syllabus of the course: Mechanical Operations, CHN 203
Total Contact Hours : 42
1
6
Particles Size Analysis: Sieve analysis, size distribution, size averaging and
equivalence, size estimation in sub-sieve range, Screening, effectiveness of
screen. 8
Size Reduction: Theory of crushing and grinding, laws of crushing and grinding,
crushing and grinding equipment and their selection. 5
Flow Through Packed Beds and fluidization: Characteristics of packings, flow of
a single fluid through a packed bed, problem of channeling and wetting,
development of Ergun Equation. 8
Filtration: Flow through filter cake and medium, washing and drying of cake
filter aids, selection of filtration equipment, constant rate and constant pressure
filtration. 7
Particle Mechanics: Motion of particle in fluid, effect of particle shape, Stoke s
law, hindered settling, 6
Sedimentation: Gravity and centrifugal sedimentation, design of sedimentatior
tank and continuous thickeners. 8Particle Technology
A liquid does not have any definite shape, it takes the shape
of the container. But solid particles have specific shape.
‘Thus, handling any solid particle in any chemical process
industry, we have to specify both of shape and size of the
particle.
If the particle conforms itself to any of the standard
conligurations such as spherical. cubical, cylindrical, then it
1s easy to define the size of the particle.
For example, the size of spherical particle is defined through
its diameter, that for a cubical particle is the length of the
side.
However, many of the particles commonly encountered in
industrial practices donot conform to any of these standard
configurations. These are irregular shaped particles.Reguk Regular Shaped Particles
    
su Cuboid
usand — Three sid
height lengths erg
rucles of different shapes synthesized by various routesIrregular Shaped Particles
= Early method: Obtain projected particle shape by microscopy
Equivalont
gio diamotor Martins pe Line |
diameter bisecting
projected
area
Circle with area equal
to projected area of
particle
Shear =
ciameter
|
{$$ Feret’s diameter |
«Parallel
tangents |
There are limitations in measuring the particle shape through ordinary microscopy.
For instance, if the distance between the farthest edges on the particle surface remains the same
but the rest of configuration changes, its Ferret’s diameter shall remain unaltered.
Thus, such a definition cannot describe the actual size or shape of an irregular particle.
The latest system of defining particle size is obtained by its comparison to a standard configuration
‘Thus, the concept of equivalent size or equivalent diameter of irregular shaped particles was
developed.
_———————————Equivalent Diameter
Equivalent diameter is defined as the size of a spherical particle having the same
controlling characteristics as the particle under consideration.
The controlling characteristics depends on the system and the process in which the
particle is involved.
For example, for catalyst particles, the surface area is the most controlling parameter.
Thus, for defining the size of catalyst particles, the surface area is the most important
parameter.
So, for catalyst particles, surface diameter is used. This is defined as the diameter of a
spherical particle having the same surface area as the particle.
If S, 1s the surface area of the particle, then,
   
The gravitational free velocity of a particle in a liquid is very much controlled by the mass
of a particle or for a given density, by the volume of a particle.
So, for this system, volumetric diameter is important for the measurement of the size of
the particle.
Volumetric diameter is defined as the diameter of a spherical particle having the same
volume as the particle under consideration.
Thus, if V, is the volume of the particle, then
Or,Equivalent Diameter
The dynamics of gas bubbles in a liquid or that of liquid drops in a liquid depend not only on
the bubble or drop volume but also on the interfacial tension at gas-liquid or liquid-liquid
interface.
Thus, both the volume as well as the surface area of the bubble or drop are the controlling
parameter.
In this case, the bubble size or drop size is defined using the volume -surface diameter or
more commonly called Sauter diameter (d.,).
This is defined as the diameter of a spherical particle having the same specific surface area
(surface area per unit volume) as the particle (bubble or drop) under consideration.
= Thus,
ml = Ge
Where s, 1s the specific surface area (surface area per unit volume) of the particle (bubble
or drop)
 
 
 
Thus, once the controlling characteristics is specified, we can define the size of any
irregular particle
* Another particularly popular definition of particle size is the screen size or the screen
average dMethods to find particle size
for various particle sizing technique:
Tat Sam 10am Wn WO nm Sone Tyas Sa TO pe SOs 100 wa Tm
Electron Microscopy EM
Optical Microscopy om
Typical size rang
 
 
 
 
 
 
Cuvete centrifuge Host a
Capillary Hydrodynamic Fractionation CHOF a
Field Flow Fractionation FFF ae |
Single Particle Optical Sizing sPos |
Electrosensing zone ES EE)
Electro acount eA x—=__]
GGG Aaueous ana non-aqueous
HE svcou
http://www.agfa.com/en/agfa-labs/news/FZ_Juelich_chooses_Agfa_Labs_for_PSD.jspshape factor and specific surface ratio
+ The reciprocal of sphericity is commonly called the shape factor or more precisely, the
surface shape factor (shape factor of short fibers used in polymer composites is
dependent on the length to diameter, L/D ratio).
+ Another shape factor, designated as the volume shape factor is sometimes used for
calculating the volume of an irregular particle.
+ The volume of a spherical particle is proportional to the cube of its diameter. By
assuming that the same is true for irregular particle, then
 
+ The constant of proportionality of the above equation is the volume shape factor.
+ Another popularly used parameter is the specific surface ratio (n), defined as the
ratio of specific surface (surface area per unit mass) of the particle to the specific
surface of a spherical particle of the same diameter.
+ Let the average size of the particle be d,,,, then:
wershape factor and specific surface ratio
The reciprocal of sphericity is commonly called the shape factor or more precisely, the
surface shape factor (shape factor of short fibers used in polymer composites is
dependent on the length to diameter, L/D ratio).
Another shape factor, designated as the volume shape factor is sometimes used for
calculating the volume of an irregular particle.
The volume of a spherical particle is proportional to the cube of its diameter. By
assuming that the same is true for irregular particle, then
3
Up davg
The constant of proportionality of the above equation is the volume shape factor.
Another popularly used parameter is the specific surface ratio (n), defined as the
ratio of specific surface (surface area per unit mass) of the particle to the specific
surface of a spherical particle of the same diameter.
+ Let the average size of the particle be d,,., then:
s
n='P
(/osdovy) ~~ 1)Screening
CHN-203 Mechanical Operation
Prof. P. P. Kundu
Department of Chemical Engineering,
IIT RoorkeeScreening
A screen ts called an open container usually cylindrical with uniformly
spaced openings at the base
It is normally made of wire mesh cloth, the wire diameter and the
interspacing between wires being accurately specified
The length of clear space between individual wires is called aperture
size of the screen
Screens are usually designated by their mesh number The mesh
number indicates the number of apertures per linear length in inch
For example, a screen having 10 square openings per inch may be
called a 10 mesh screen and in that case the aperture size of the
screen will be 0.1 inch minus the wire diameter.
Clearly, higher the mess number, smaller will be the aperture size of
the screen
As per ASTM, screen is expressed in Number (No), e.g. No 5 screen
Whereas, Tyler standard screens are expressed in mess number, e.g
mess 5 screen
For example, a 200 mesh screen will have very small aperture wic
whereas a 20 mesh screen will have a large aperture sizeScreening
Indian standard screens follow a different type of designation. For an
IS screen, the mesh number is equal to its aperture size expressed to
nearest deca-micron (deca-micron = 10 micron = 10° m = 0.01 mm).
Thus, an IS screen of mesh number 50 will have an aperture width of
500 microns.
The IS method is simple in comparison to the other methods.
Standard test screens are usually made of phosphor bronze wires.
Brass and mild steel wires are also used.
A standard screen interval is always maintained between two
successive test screens used in industrial screening like that in a
standard sieve shaker.
The screen interval is the factor by which the aperture size of a test
screen is to be divided to get the aperture size of the next successive
test screen.
An internationally accepted standard screen interval is (2)'/4, that is
1.189.Methods of Screening
= Method of separating particles based on size alone.
= The undersized particle — called FINES — pass through the screen
opening and the over-sized particles — called TAILS — do not.
Materials through single screen: A single screen can make single
separation — two fractions. Such a separation is called the unsized
fractions, because although either the upper or lower limit of the
particle sizes are known as per the single screen used, but the
maximum possible limit is not known.
Materials through series of screens:
In a standard sieve shaker, test screens are stacked one above the other
in the ascending order of their aperture size. That is, the top-most
screen will have the largest aperture size and the bottom-most screen
the smallest.
Materials passed through a series of screens of different sizes is
separated into sized fractions, that is, fractions in which both the
maximum and minimum particle size is known.Screen Errors
Although screening one of easiest and most rapid methods of particle
separation, it is not at all an accurate method.
The probability of a partcile passing through the screen depends very
much on the direction or configuration in which the particle approaches
the screen
This is because for an irregular particle, its surface area exposed to the
screen opening is different in different directions.
Thus, it is possible that when fed in a particular direction or
configuration, the particle may pass through the screen but when fed in
another direction, the same particle may be retained by the screen.
This induces uncertainties in size analysis as in screening the particle size
is measured based on its passage through the screen or its retaining on
the screen.
To avoid the error in measurement, the test should be conducted three
four times until constant results are obtained.
The screens should be subjected to type of vibratory, oscillatory,
gyratory or rotary motion so that each particle gets chances of
approaching the screen in almost all directions or configurations
possible.Screen Blinding
* The presence of so called “near mesh particles” always causes
hindrances in screening operation. Near mesh particles to a screen
are those particles having size very close to the aperture size of the
screen.
* There is the possibility of these particles passing partly through the
screen, leading to the clogging or blinding of the screen.
* Screen errors are also generated when moist particles are
screened. Most particles can stick to the screen surface, causing
difficulties in screening.
Dry, hard, rounded or cubical grains generally pass through the
screen without trouble, but elongated, sticky, flaky or soft
particles do not.
During screening actions such particles may become wedged into
the opening and prevent other particles from passing through. A
screen plugged with solid particles is said to be BLINDED.Screening
Standard screens range In mesh size from 4 to 400 mesh. But woven
motal scroens with openings as small of 1 micrometer are available.
Scroens finer than 150 mosh are not used (not economical).
Screening material
® Woven wire
= Silk
® Plastic cloth
= Metal bars
= Perforated or slogged metal plates etc
 
Metals used:
Steol, Stainless steel, phosphor bronzeScreening Equipment
Typical Screen Motions
I & Ss
     
McCabe, Smith and Harriot — p986
6' edition
  
 
+ ai =
(a) tt)
=ah\ & Vibrator,
fectanie
vibrator
(e)
FIGURE 30.1
Motions of screens: (a) gyrations in horizontal plane; (6) gyrations in vertical plane; (c) gyrations at
‘one end, shaking at other; (d) shaking; (e) mechanically vibrated; (/) electrically vibrated.Ideal and actual screens
Objective of a screen — accept feed containing a mixture of particles
of various sizes and separate into two fractions.
4. Under flow - material that passes through the screen
2. Over flow - material that is rejected by the screen to pass.
Ideal Screens - sharply separate the feed mixture in such a way that
the smallest particle in the overflow would be just greater than the
largest particle in the underflow.
For such an ideal separation, a cut diameter Dp. is defined — this
marks the point of separation between two fractions. Usually D,< is
chosen to be equal to the mesh opening of the screen.
Actual Screens — do not give a perfect separation, however there is a
cut diameter associated with such screens as well.Ideal and actual screens
Closest separations are obtained with spherical particles on standard
testing screens, but even then there is overlapping between the
smallest particles in overflow and largest particles in the underflow.
The overlap is pronounced for needlelike or fibrous particles or when
particles that tend to aggregate into clusters.
Commercial screens usually give poorer separations than standard
testing screens of the same mesh opening operating on the same
mixture.screen effectiveness
The efficiency of an industrial screen depends on two aspects.
Firstly, it must separate almost all particles of the desired size from the
feed (recovery of desired material).
Secondly, the classified product must contain very little number of
particles having sizes other than desired size (rejection of undersized
material).
Therefore, one of the most general method defining or classifying screen
effectiveness (Ec) is:
E,= (Recovery ) (Rejection) (4.3)
If excess fines are not permissible in the product, the oversize is
collected as product.
If it is desired that the product must contain particles of below a
particular size only, then undersize stream shall constitute the final
product.
meee Desired material in th dl
Definition: Recovery = Destredimnacertauln the PrOeUce
Desired material in the feed
Undersized material in the reject
Definition: Rejection = ;
Undersized material in the feedMaterial balance over the screen
 
P — Mass flow rate of overflow (or product rate)
Yp— Mass fraction of oversized
material in overflow (product)
1-yp- Mass fraction of undersized material in
overflow
F- Mass flow rate of feed (kg/s)
Ye—- Mass fraction of oversized
material in feed
1-y,;— Mass fraction of undersized
material in feed
Desired material in the product
Desired material in the feed
= ee
FY
Undersized material in the reject
Undersized material in the feed
_ RG-yr)
F(1-yr)
Recovery =
Rejection =
 
R—- Mass flow rate of underflow
Yr— Mass fraction of oversized
material in underflow
1-Yp— Mass fraction of undersized
material in underflowMaterial balance over screens
Material balance on undersized material in the reject,
RCL ya) = FO — yr) — PA yp) (4.4)
Thus, combining with (4.4), ; :
Undersized material in the reject
R tf ee
JeCO" = “Tndersized material in the feed
R(-yr) P(1-yp)
= =1- --(4,
F(1-yr) F(1-yr) a)
= pee eres YP) |Full SP) ||
Thus, E. = Recovery x Rejection = na [1 () | (4.6)
Total material fed on to the screen must leave either as underflow or as
over flow F=P+R ----(4.7)
Any material (product) in the feed must leave in the two streams —
underflow or overflow. Thus, Fy-=Pyp+ Ry -------- (4.8)
By replacing the value of R from 4.7 in (4.8), we get:
P/e = Or — Yr)/ Op — Yr) ---(4-9)
Substituting Eq (4.9) in Eq (4.6), one will get E. in terms of only mass
fraction.y)
2)
3)
Screen Capacity
Capacity of a Screen — Is measured by the mass of material that can
be fed per unit time to a unit area of the screen.
Capacity and efficiency are opposing factors. For example - for
maximum efficiency — capacity must be small.
Capacity — controlled by varying feed rate to the screening unit.
Efficiency - for a given capacity, depends on nature of screening
operation
Overall chance of passage of a given under sized particle is a function
many parameters —
Number of times the particle strikes the screen surface — which
depends on the loading. If the screen is overloaded — number of
contacts is less.
Fraction of the total surface represented by the opening.
Ratio of particle diameter to the width of an opening in the screen.
Maximum efficiency of a given screen is roughly proportional to the
screen opening, D,..pr. P. P. Kundu,
Professor,
Department of Chemical Engineering
IIT RoorkeeParticle Size reduction or Comminution
® Size reduction or communution 1s a unit operation used to create particles of a certain
size and shape, to increase the surface area available for chemical reaction or to
liberate valuable minerals held within the particles.
® Solids may be broken in many different ways. Commonly used methods are:
1. Compression -- common example- Nutcracker
2. Impact -- common example - Hammer
3. Shear -- Banbury mixer or two roll mill
4. Attrition or rubbing -- File
5. Cutting ortearing  ---A pair of scissors
= Compressive and impact loads are used for breaking brittle materials like coal and
munerals.
= Soft rubbery materials are cut into small size by the shear action.
= Whereas, fibrous materials like wood and asbestos are disintegrated by exerting tearing
loads.
» Ina comminution process, the feed rock is crushed into pieces by colliding against the
grinding media (such as steel balls, rods etc) or by mutual colliding between particles
or by direct collision against the moving parts of the machine.Stressing Mechanism
a | 1. Stress applied between two surfaces — at
SN wee low velocities — 0.01 to 10 m/s (Crushing +
\ \ Attrition).
\
Ve =
 
2. Stress applied at a single solid surface at
high velocities — 10 to 200 m/s (Impact facture
Figure 124 Stresses applied between two surfaces + Attrition).
SO a SS 3. Stress applied by carrier medium — in wet
ww grinding to bring about dis-agglomeration or
Figure 125. Stresses appliod at a single solid surface breakage.
= As the size reduction proceeds, the number of particles increases, thus requiring
more number of collisions per unit mass.5
Crushing Operation
The capacity of a comminution (crushing) equipment (kg of material
handled per unit time) of fixed dimensions will be much less for
smaller sizes of particles.
The reason is that they have to remain in the crusher for longer time
to receive the required number of collisions and thus to achieve the
desired degree of size reduction.
There is hardly any equipment that is capable of automatically
adjusting itself to the varying requirements of contact or collision.
In commercial operation, it is desirable to conduct the size reduction
process at least in three different stages such as:
4. Coarse size reduction if the feed rock is of size 50 to 250
mm or more (primary crusher).
2. Intermediate size reduction for feed of 25 to 75 mm in size
(secondary crusher).
3. Fine size reduction when the feed size is 5 to 15 mm
(secondary crusher or more appropriately grinder).[eS
Factors Affecting Comminution
 
ss, toughness, crystallinity and
The grindability of the feed depends on the hardne!
cleavage
Hardness of a mineral 1s measured by Moh scale.
It denotes the resistance of a material to scr:
abrasive character of the muneral and its resis
Italso tells about the extent of wear that will
Based on Moh scale, materials may be classi
atching and is thus a good indicator of the
tance to crushing.
e caused on the grinding media.
fied into three broad categories:
1 Soft materials (Moh hardness= 1-3); example talc, gypsum.
2. Matenals of intermediate har
limestone, magnesite, felspar.
3. Hard materials (Moh hardness =
quartz.
Toughness indicates the impact resistance o
brittleness.
ness (Moh hardness= 4-6); example:
7 or above); example: diamond, sapphire,
the material. It is generally inverse to the
But generalization cannot be done as gypsum, horn and i
g u 7 some plastics are
tough. Whereas, coal is both soft and friable (brittle). , sofas wellas
How breaking occurs?
The atoms in the crystal are arranged in a de!
certain planes in the crystal called cleavage
sufficient pressure is applied on the rock,
 
finite, repeating geometric pattern and their
planes along which breakage occurs whenFactors Affecting Comminution
When the material is broken into segments during comminution, the shape of the
segments formed depends on the crystalline structure.
For example, galena breaks into cubes, mica into flat scales and magnetite into
rounded grains.
Fibrous materials like wood and asbestos possess cleavage planes and are thus
not crushed and they are to be torn or shredded.
The grindability index of a mineral can be obtained by drop weight method.
The moisture content in the feed is another important factor in comminution.
If the moisture content in the feed is more than 3-4 % (by weight), it forms sticky
or pasty mass and tends to clog the screen.
Moisture content below 3-4 % is desirable since it acts as a binding agent and
helps in preventing loss of fines.
Comminution in the presence of large excess of water (50 %) is called wet
grinding, which is done to get a slurry or suspension such as paint.Factors Affecting Comminution
The reduction ratio (RR) is defined as the ratio of the average size of feed to the
average size of product.
RR = PF/y,
The value of RR for coarse crushers is 3 to 7, whereas for fine grinders, it may be
100.
If the comminution process is carried out in such a way that the product is
discharged continuously just after its production, then it is called free crushing.
The product may be removed either by flow under gravity or by injecting
compressed air (pneumatic discharge) or water (hydraulic discharge) or by
centrifugal means.
Such units have large capacity and prevent formation of excess fines.
Conversely, the crusher may be equipped with a feed hopper and kept filled (or
choked), so that it does not freely discharge the crushed product. This is called
choked feeding.
This lowers the capacity of the machine, but employed when a large quantity of
fines is desired in the final product.Type of milling circuits
Mal
 
‘s Product
Control: residence ima
Closed circuit milling:
= The material leaving the mill is subjected to
some form of classification with oversize
being returned to the mill with the feed
material. Such system is more flexible
Product mean size and size distribution may
be controlled,
Open circuit milling :
Material passes through the mill only once,
and the only controllable variable is the
residence time of the material,
Feed rate governs product size
The system is inflexible
 
 
 
 
_ \
fl KS 2 _
‘Control: residence timo
feed to ml %
classifier cut so
Product,Energy and Power requirements — most important
parameter of comminution
= Cost of power is a major expense in crushing and grinding and power consumption
decides the energy efficiency of the comminution equipment.
On reduction of the size of a particle, specific surface area (surface area per unit
mass) increases.
But, out of the total energy supplied to the equipment, only a small portion is
consumed for the creation of new surfaces. The rest is spent or lost to overcome
friction (in bearings or other moving parts of the machine) and inertia and for
inefficient blows.
STAGES DURING SIZE REDUCTION:
The feed material is distorted and strained.
The work necessary to strain the material is stored temporarily in the solids as
mechanical stresses.
When additional force is applied to the stressed particles, they are distorted beyond
their ultimate strength and suddenly ruptures into fragments and new surface is
generated.
Ultimate strength is the maximum stress that a material can withstand (without
necking -when stretched or pulled) or rapture.
= Unit area of a solid has a definite amount of surface energy and creation of new surface
requires work, which is supplied by the released stresses when the particle break.The energy absorbed by the solid, W, is less than that fed to the machine.
Part of the total energy W is used to overcome friction in bearings and other moving parts,
and rest is available for crushing.
The ratio of energy absorbed to the energy input is the mechanical efficiency:
own
Ww wy, = Sluts)
7 n.
wy ae lA Aud
Ten NnNe
If m is the feed rate, the power required by the machine is
ne,(A,, —A
Pa Win a tess — Ave)
By definition . 6 MnTle
=z
@D
v, &,D,
 
Then,
 
_ _Gnite, 1s
MaNePp\ PpDy PaDia
Volume surface mean diameterEmpirical Relationships: Kick’s law and Rittinger’s law
= Kick (1885) proposed a "law," based on stress analysis of plastic deformation within the
elastic limit, which states that the work required for crushing a given mass of material is
constant for the same reduction ratio, that is, the ratio of the initial particle size to the
final particle size. —
neo B)
sa
This leads to the relation —=K,1n
 
ab
Kick’s law is applicable to the plastic deformation of solids.
According to this law, comminution energy depends only on the reduction ratio and is
independent on the original size of the feed.
Itindicates that the energy requirement for size reduction for 100 mm to 50 mm and for
1mm to 0.5 mm will be the same.
This statement is just ridiculous.
Rittinger’s law (1867): Work required in crushing is proportional to the new surface
created. This hypothesis is equivalent to the statement that the crushing efficiency is
constant for a given machine and feed material.
6e,
K,=—s—
P 1 1 @
Pig({hb TalPp
m Dy, D,, Sphericities of feed and product is same
_ _Grite, 1 1
MNP p\ P,Dy, PyDigThe reciprocal of Rittinger’s constant (K,) is called Rittinger’s number. Thus,
Rittinger’s number is indicative of the new surface created per unit mechanical energy
absorbed by the material being crushed.
Its value is usually determined by the drop weight test. In this test, a standard weight,
m (normally 3.5 kg) is allowed to fall freely on a given mass of feed rock from a given
height h (usually 0.787 m or 31 inch).
The specific surface of the crushed product and that of the feed are determined by the
screen analysis.
Since the energy input is mgh multiplied by the number falls of the weight, the value of
Rittinger’s number can be calculated from the Rittinger’s equation.
In practice, the increase in surface area of 100 gm of material after 5, 10, 15 and 20
drops are determined and the increase in surface is plotted against the number of drops
or directly against the energy input calculated.= Rittinger’s law does not account for the losses due to friction and inertia in the
comminution equipment.
= Thus, overall energy efficiency =(energy required to create new surface)/(total energy
supplied).
= Whereas, theoretical effectiveness =(energy required to create new surface)/(total
energy supplied minus that required for running the empty mill).
= Rittinger’s law is best applicable to coarse and intermediate size reduction.
= Generalized relation for Rittinger’s law and Kick’s law
=-K— (1)
m D’
P —_—
a - dD,
Putting n= 1, 2 and 3/2 and integrating leads to the Kick’s law, Rittnger's law and Bond’s
third law, respectively.
= Both Kick's law and Rittinger's law have been shown to apply over limited ranges of
particle size, provided K, and K, are determined experimentally by tests in a machine of
the type to be used and with the material to be crushed. They thus have limited utility.Factors Affecting Comminution
The reduction ratio (RR) is defined as the ratio of the average size of feed to the
average size of product.
— Of
RR = /Dp
The value of RR for coarse crushers is 3 to 7, whereas for fine grinders, it may be
100.
If the comminution process is carried out in such a way that the product is
discharged continuously just after its production, then it is called free crushing.
The product may be removed either by flow under gravity or by injecting
compressed air (pneumatic discharge) or water (hydraulic discharge) or by
centrifugal means.
Such units have large capacity and prevent formation of excess fines.
Conversely, the crusher may be equipped with a feed hopper and kept filled (or
choked), so that it does not freely discharge the crushed product. This is called
choked feeding.The energy absorbed by the solid, W, is less than that fed to the machine.
Part of the total energy W is used to overcome friction in bearings and other moving parts,
and rest is available for crushing.
The ratio of energy absorbed to the energy input is the mechanical efficiency:
W,
Ie = wy, = fA Aas)
w ae 8 A= Ave) ui
Tw Nnle
If mis the feed rate, the power required by the machine is
P=Wi= me, (A, — A)
By definition . 6 Ue
v, bd 9
 
 
Then,
 
 
a Ome, 1 _ 1
AnMePy\, Dy D,D,,
/
Volume surface mean diameterBond’s law and work index
d that the work required to form particles of
Definition of Bond’s Law: Bond postulate
1 to the square root of the surface to volume
size D, from very large feed is proportional
ratio of the product, s,/v,. AS sJVp =6/(®,D,), thus, p x
P_ Ky 0) o(2)--« 2
m Vi Dy
the type of machine and on the material being
1.5 and a feed of infinite size.
(3)
Where K, is a constant that depends on
crushed. This is equivalent to Eq (1) with n=
Bond’s law may be expressed as: P 1 1
—=k,|—-—
mo? Lis inl
K, is related to work index, w;.
W,is defined as the gross energy requirement in kilowatt-hours per ton (1000 kg) of feed
i]
needed to reduce a very large feed to such a size that 80% of the product passes
through a 100 micron (0.1 mm) screen.
For D, =0.1 mm, De= infinite , p/m’ = W, kWh/ton, then from Bond’s equation:
Ky
Or, Ky= 0.316 W
W;=— = K,/v0.1Bond’s law and work index
Work indexes for dry crushing} or wet grindingt
————
 
 
Material Specific gravity Work index, 1;
Bauxite 220 8.78
Cement clinker 315 13,45
Cement raw material §=—-2.67 10.51
Clay 251 630
Coal 14 13.00
Coke 131 15.13
Granite 2.66 15.13
Gravel 2.66 16.06
Gypsum rock 2.69 6.73
Iron ore (hematite) 3.53 12.84
Limestone 266 1274
Phosphate rock 214 9.92
Quartz 265 13,57
Shale 263 15.87
Slate 257 1430
Trap rock 287 1932
For dry grinding, multiply by $.
{From Allis-Chalmers, Solids Processing Equipment Div. Appleton,
Wisconsin, by permission.Problem 10 A rock of nearly § em ts fed to a gyratory crusher, which requires 12 kW
power on no load, The differential screen analysis of the product is given below under column 4
The power requirement for crushing is 4a KW/ton. By reducing the clearance between the crushing
head and the cone, the differential screen analysis of the product becomes as shown in column
B, Calculate the power requirement for the second operation using Kick’s Law.
 
Mosh no. Size of opening mm Weight A Percent retained
dd ~ 4.70 ; ; =
6 My MM | -
4 246 10,8 as
w 1.65 | 20.0 82
rt) wy 1.6 2
w 0.83 18.2 13
w 0.59 120 Io
Ms 042 98 98
48 0.05 6s 13.8
“ | 021 48
100 O18 0s 6.2
150 0.10 - 40 |
=180 - - 03A rock of nearly § cm Ls fed 0 a gyratory crusher, which requ
The differential screen analysis of the product ls given below under
at for crushing i432 kKWiton, By reducing the clearance between
the differential screen analysts of the product becomes ay shown
ower requirement for the second operation using Kick's Law.Problem £4 Calculate the specific curface In em?/em of pyrite having screen analysts glyen
below, Speeifle gravity of pyrite Is §.
 
 
Liseh *. Retained Size (em)
uM 0 “_ 0467)
16 in 93327
os 132 | 0.2362
wo Ino | 0.1681
| wid 2M O.16s
| 120 WA 0.0433
2025 no 0.0889
 
 
Problem S11 2700 ke/ir of calcite passes through as crusher and grinder in succession
(on the same power drive), Screen analysis from the crusher shows a surface area of product of
3 : . 35
103 m°/ky. Screen analysis of grinder product Indicates a surface area of 865 m*/kg. Estimate the
power requirement from the drive to mun the ahove machines if the efficiencies of the crusher
. and grinder are 25%
and 20%, respectively. Ritlinger's number for calcite = 76 em*/kg.Problem £4 Calculate the specific surface in cm*, a =
below, Specific gravity of pyrite Ls 5. cm?/gm of pyrite baving screen analysis given
uM ° (04699
   
Problem 5.11 2700 kg/hr of calclte passes through os crusher and grinder in succession
(on the same power drive). Screen analysis from the crusher shows a surface area of product of
103 m*/kg. Screen analysis of grinder product indicates a surface area of 865 m7/kg. Estimate the
power requirement from the drive to run the above machines if the efficiencies of the crusher
and grinder are 25% and 30 ., respectively. Rittinger’s number for calcite =76 cm*/kg.Problem 5.400 A rock of nearly cm Is fed to a gyratory crusher, which requires 12 kW
f power on no load, The differential screen analysts of the product Is given below under column 4
The power requirement for crushing Is 482 KWon, Hy reductny the clearance between the crushing
head and the cone, the differential screen analysts of the product becamtes as shown In columa
1. Calculate the power requirement for the second operation using Klek’s Law,
Mesh no, Sire of opening mm Welght A Percent retained D
4 4,70 - ”
6 AM Mt -
4 2M 108 As
10 1.65 200 ha
it) V7 Iho Wa
w On 182 2
y oso 20 wo
Ms 042 08 19.4
AN 0,05 68 13.8
6s O21 Ay Hs
100 O18 05 62
160 O10 . 40
~1f0 - - On
i000, 100.0ees 3: Quartz goes through two successive grinders on the same shaft which
faws a total of 14.914 kW. The feed average 5.08 cm in dia. The grinder running
empty requires 1.4914 kW. Their capacity is 3 ton.hr. The analysis of the product is
the following table.
Calculate: (a) The HP used in each grinder
(b) The efficiency of the grinder if Rittinger’s number is 1753 cm2/kg.m
PERE BCID, Cincy | Gillet
mm — (96) product (%)}
3.53
8-14 1.765 30
14-28 0.8785 30
28-48 0.442 15 10
48-100 0.221 5 20
100-7 200 0.1105©
Motion) in) (a) tumbling) mill Comminution
ting: produces) attrition
fa Uhl lleads}ito) ‘i
AEN Taar yep
 
  
  
   
 
 
   
 
i:
Rotation
CEseMiEp (eS TPE :
ibreakage|which) (© GEES a
Coarser Load
   
eygrinding}inithe|cascade)
“ED LERS
  
Cataracting
    
Finer Load
L800 iparticles|become)smaller
eu oe
NEELET ID Le
i ai ue Eo sonoae By
attrition)
     
  
  
Qeeeck aaittel) gf
(he chine line) Gee h
itheysneiljbyicentritugal|force
      
Cascading
 
 
© Center of Gravity of Finer Load
© Center of Gravity of Coarser LoadComminution
: oe
we a
x
5 A
W )
   
     
ee
   
achute:)
ae
      
 
  
 
   
  
 
 
 
 
¢ ee ee ., FeedChute]
7 igs ete elie (\
\
ili mele
2 Tati aie ne
Baa
oe Supportithe a)
 
 
J iscreen:mupreven
rackestan tramp ine), (=
ann ae) uutettha {to leaving =
 
 
[ Grinding Media Trommel ScreenGomminution
Or )
the)bull ay
portathe) |oi Pie —
cascadingjyand)|impacts
P) fei (hiears
c
; — Sos
4 mM, —?
, ee. '\ Double Step Uner
‘Shell Liner,
  
 
   
nee Depth of tho Valley
ae
MEN,Pere
en
ect) Gey
The fd Gf feeterp inte a
sali (Glee Aigsen (iy cao
Gf tie grind tooth
LENS Suan
i ao too Ee oF
es y
 
 
anon Smee0
o
   
  
Whenkthermilllistrotatedtheypallstareypicked) zamried| neatiyto}tiie)topy
WherentheyaDreaky withthe )wallland}fallftonthe In) {to [a (sites)
Cantitgell (aes Keeps (he bells th codecs with the welll eine) with ced
duringithempwardimovements i i
 
 
> Wiiieineatackuilinwell, Hiakelsdo sana ginding by Slping ame relia over
 
 
eachothermnistaction|istalsolknoWwntas\cataractings
 
 
oh mostra ginal SEaisal tit zone ciinsEN, where (iene telling Bells
Oo
0
 
Strikeithe bottomlorthelmills ?
Tnetfastemthemmilllisjrotatedathenunnertne|ball stareicannied|up|inside\teymaliiania
thelgreatemthe powenconsumptions
Te acted) paver (iB AeMekhy WSs! sees (lie lieliter thie fells ei whem jin
fareyreleased athe) greatenthelimpactyatithelbotonmanditieylargelstiespiogucnye)
lcapacityoninermills Par roll wi > 2 yu Lon
i F cy
GS dle© Sin
ees
i
Guess caine NCTE.
a Fe ieee snus toreitoablioh
icontactwwtniwale
© ASUO angi  caecaEss, li cenit (tres (imreEsES, (etling (© @ silnit wth left
ancitinpantets 5 eadytoelaray,Cittegesxloielelii
SePelie Caninte Ene CEN CeKeSS OMNIS eM)
TOG Cos = TMN(R = 7) = Ginn? (R =?)
Ag? (R =P)
g
Nellne Gils Sse), l=) (nem Cosel =)
“Giles ofelaeh ie ieawhichiis)
et Aen) AWD al mn ito
Wetiarindingjadvantageoust-jrequires (ss pou {oO Gi
5 te! el Spat CEMChy E TEA pe
morejenerayabecau: ip.
a ets ism an ee ae ie
filly Sie lees fy te WonFiltration
Filtration is a process of removal of solid particles from a fluid by passing the fluid
through a porous medium, or septum, on which the solids are deposited. The porous
medium is permeable only to the fluid.
Since, the filter medium is permeable only to the fluid, retaining the solid particles and
the fluid passed through it is collected as filtrate.
The volume of filtrate collected per unit time is termed as the rate of filtration.
As the filtration proceeds, solid particles accumulate on the filter medium, forming a
packed bed of solids, called filter cake.
The thickness of the cake thus increases as filtration continues and it offers more and
more resistance to flow of filtrate and consequently the rate of filtration gradually
decreases.
If the rate of filtration is to be maintained constant, then the pressure of filtration,
more precisely the pressure difference driving force will have to be increased gradually
to overcome the increased resistance offered by the cake as it accumulates.A batch filter can thus be operated either at constant pressure (where the rate of
filtration decreases with time) or at constant rate where the pressure differential will
have to be gradually increased as filtration proceeds.
It is preferable to operate the batch filter first at constant rate and then at constant
pressure so that the overall output of filtrate will be large.
The constant rate filtration is continued until pressure differential becomes sufficiently
high, beyond which the process will be uneconomical.
Then the filtration is operated at constant pressure until the rate of filtration has fallen
to unacceptably low value or until the required amount of filtrate has been delivered.
The cake is then washed with wash water and drained
The filter is then opened, cake disposed off, cleaned and reassembled. Fresh slurry is
now fed and filtration restarted.
The batch filtration cycle involves following steps: (1) Filtration, (2) draining the liquor,
(3) filling with wash water, (4) washing, (5) draining the wash water, (6) opening,
dumping and reassembling, and (7) filling with fresh slurryClassification of filters
>In any filter, fluids flow through a filter medium by virtue of a pressure differential across
the medium.
| ves —Pressure > atm
 
Upstream - di
Per Wetton
‘ |pownsteom — Pressure = atm
Filteg Medium
Down-stream
| Upstream — Pressure = atm
try
Pressure above atmosphere is Altre (Maclin
developed by several means-by a
pump or blower, centrifugal force or
by gravity force acting on a column of
liquid
| Down-stream — VacuumMechanisms of filtration
    
 
Cake filters
 
 
   
 
 
Cross flow filters
 
 
 
  
  
Concentrated
Suspension ‘suspension
  
sane sali
Eitiente
°
°Mechanisms of filtration
Cake filters: separate relatively large amounts
of solids as cake of crystals or sludge. Often
they have provisions for washing cake or
removing some of the liquid from the solids
before discharge.
Clarifying filters: these filters remove small
amounts of solids to produce a clean gas or
sparkling clear liquids. Most solids are trapped
inside filter medium. Such filters differ from
screens in that the pores of the filter medium
are much larger than size of the particles to be
removed.
Cross flow filters — feed suspension flows under
pressure at a fairly high velocity across the filter
medium. High liquid velocity keeps the layer of
solids from building up. Filter medium used S Lrg
generally is -ceramic, polymer or metal with
pores small enough to exclude most of the
suspended particles. Some of the liquid passes
through the filter medium, leaving more
concentrated suspension behind.Filter Media
The filter medium or membrane in any filter must meet the following requirements
= Jt must retain the solids to be filtered, giving a reasonably clear filtrate.
= Tt must not plug or blind.
= It must be resistant chemically and strong enough physically to withstand process
conditions.
= Jt must permut the cake formed to discharge cleanly and completely.
= It must not be prohibitively expensive.
Filter Aids
= Very fine solids that form a dense impermeable cake and quickly plug any filter medium
that is fine enough to retain them.
= In practice, to filter such materials, porosity of the cake is increased to permit the
passage of the liquid at a reasonable rate.
= This is done by adding filter aids such as purified wood cellulose, inert porous solids,
diatomaceous silica to the slurry before filtration.
= Another way of using a filter aid is by precoating, that is, depositing a layer of it on the
filter medium before filtration.Principles of cake filtration
Filtration is a special case of flow through packed beds of granular solids as the cake
forms over a porous bed of the filter medium.
In conventional packed beds, resistance to flow are constant.
Since the particles forming the filter cake are normally small and the rate of flow of
filtrate is low, we can safely assume that the flow of filtrate through the cake is
laminar.
Other assumptions are (1) all the particles in the cake are uniformly wet by the filtrate,
(2) there is no channelling of the liquid through the cake.
In filtration, the flow resistances increase with time as the filter medium becomes
clogged or a filter cake builds up.
Therefore equations relating flow rates and pressure drops in packed beds have to be
modified to allow for this change.
Ergun Equation
AP _ 150¥,u (1 ey” 1 1.75pV, (l-)
L op & oD, &
 
Kozeny-Carman Burke-Plummer
Due to Laminar flow due to Turbulent flowFlow through packed beds — laminar flow conditions
= Kozeny-Carman for packed beds is _ 2
based on “Capillary Bundle Theory”. AP 150V. ] -€
= Here it is assumed that the total void = 150V,u (1—€)"
space of the packed bed (interstitial L op? @
space between particles) is equal to sop
the bundle of capillary tubes.
= Thus, Hagen-Poiseuille equation for AP _ 32Yu
Pressure driven flow though pipes in 2
the laminar region can applied. L D
   
  
Solids/Particles
Va
[. Channels for liquid flowFlow through packed beds — laminar flow conditions
a Solids/Particles
; _————>
Channels for liquid flow
 
Total surface area of n parallel channels nD,,L
|_| _ Total volume of solids (or particles) §,L(1—€)
Number of particles SpL(1- €)
Volume of one particle —————>V,Flow through packed beds — laminar flow conditions
eq
=
Total surface area of n parallel channels nmD,,L
L Total volume of solids (or particles) Sp L(-€)
Number of particles SyL(1—€)
Volume of one particle ———V,
S,L(L-8)
’
Total surface area available for n channels
Where, S, is the total surface area of the bed, € is the void fraction or porosity
of the bed, s, is the specific surface area.Flow through packed beds — laminar flow conditions
Deg
—
Total surface area of n parallel channels naD,,L
L S,L0-€)
Total surface area available for n | —————— 5,
channels vy
Sp__ 6
v, OD,
 
nnD,,L = SoL(- €
eq 0 ( BD
S20, |
Where ©, is the sphericity, defined as the surface- volume ratio for a
sphere of diameter D, divided by the surface-volume ratio for the particle
whose nominal size is Dp.Flow through packed beds — laminar flow conditions
D 6
2 nD,,L = SL(- ant (1)
sp
L Void Volume in the bed = Total volume of n channels
nD.
SLE =n 7 L (2)
Using (1) and (2)
D, -29p
73° P(e)Flow through packed beds — laminar flow conditions
 
 
2
e =79, .
73 °° ?d-8)
AP 32Vu
LD
Hagen-Poiseuille for Pressure driven flow
though pipes
 
The pressure drop depends on average velocity V =~
&
¥, is the empty tower or superficial velocity. This is defined as the volumetric
flow rate of the liquid divided by the total or empty cross-sectional area.Flow through packed beds — laminar flow conditions
 
 
AP _ 32Vyu (1-8)
 
Pipes are not straight — but tortuous
 
 
3
“op? :
32VyH (1-e)
“|4 0 B ‘
5Flow through packed beds — laminar flow conditions
AP _| 32¥ju d-e)
L 4 ep a
et
AP _ 72AVyu (l-e)
2 2 3
L OD ¢
 
 
 
AP 150%, (1—-€)°
L OD é
 
 
 
A,
4 =2.1AP = ao oe Kozeny-Carman Equation
| eae |||\II|er
= Darcy Formula for friction head loss:
hy = Ap/p = fpLV2/2Dgq = 2fLV2/Deq ------ (1)
= Where fp is Darcy and Weisbach constant (sometimes called Darcy friction
factor) and f is Fanning friction factor and fp = 4f. 2 €
D,, ==®,D,>--~<
paeeeS ’d-e)
* Deq and V in terms of Vo in Eq 1, We get: z
—) vV=-2
AP 1.75p¥, (1-8) é
i Burke — Plummer Equation
L OD, €
» The constant 1.75 is experimentally found, leading to the value of f =1.75/3= 0.583.
= Oncombination of Kozeny-Carman and Burke-Plummer equation, we get
Ergun equation ii i
AP _ 150Vu (1—€) : 1.75pVy (l-)
Rita Oia oructiiesg 3
L @D, € OD, €hr = Ap / p = 2fLV2 / Deg ------
* For non-circular ducts, the plot of friction factor with Reynolds
number could be used if we replace the diameter in both the
friction factor and the Reynolds number with 4 times the hydraulic
radius (ry).
* The hydraulic radius (r4) is the cross sectional area perpendicular to
flow divided by the wetted perimeter.
« For a uniform duct this is a constant.
« For a packed bed it varies from point to point. But if we multiply
both the cross sectional area and the perimeter by the length of the
bed, it becomes,
Ty for porous medium = volume open to flow / total wetted surface
volume of bed x ¢
ee ea ee
4 ‘No of spherical particlesx surface area of one particle
  
 
= But,
  
Volume of bed x (1 -€)
No. of particles =
4 Volume of one particlea volume of bed x ¢
in = 7 F
No of spherical particlesx surface area of one particle
«1 _Volume of bed x (1 -£)
No. of particles = —————_——_—*
e Volume of one particle
= On putting the Eq for no of particles in eq for ry:
ae volume of bedx ¢
ee
volume of bed x (1- €)x euieeeree
volume
ie., &
eT ta
(1-2)(#Dp* / = Dp")
ie., D, =
ma = (=<) ——(2)
Replacing Deg in Eq 1 with 41, asin Eq 2, we get:
-Ap_D, _Ap4D,(_¢)_1
p 2Lv, p 6 |1-eJ2zv,’
 
Home work- Deduct Ergun Equation by the use of hydraulic radius
concept.Filtration — Lecture 2
CHN-203-— Mechanical operationPrinciples of cake filtration
What offers resistance to flow of liquids through cake filters?
1. Filter cake
2. Filter medium
= These two resistances are in series
The cake resistance is zero at the start and increases with time as the filtration
‘oceeds a :
Pr Filter Medium
Filter Cake
= Total pressure drop
AP=(P,-P’) + (P” - P,)
AP=AP.+ AP,,
= Pressure drop over cake +
Pressure drop over medium
au
Direction of flow of slurryL, — thickness of the cake measured from the
filter medium.
= A — filter area measured perpendicular to the
direction of flow.
= Pressure drops through the filter cake cross-
aa section and medium at time t from the start of
of foe of filtration or from the start of flow of filtrate.
   
  
e
coke
= Consider a thin layer of cake of thickness dL in
the cake at a distance L from the medium.
= p-—pressure at this point.
Upstream foce of
= This layer consists of a thin bed of solids through
which the filtrate is flowing.
= Ina filter bed the flow velocity is sufficiently low
feus| ject to ensure laminar flow.
dp 150uu (l1—e)”
epee eet erg crea a Cozeny-Carman Equation
a oo
 
= Where, u is the superficial velocity of the filtrate.dp _150uu (1-e)°
dL @D? &
 
Definition of sphericity
Ss
=e
   
  
 
Po
Direction
«of flow of
slurry
coke
= In Cozeny-Carman equation, If we replace sphericity
and particle diameter with s,/v,, then:
dp _4.17yu(-e)'(s, /v,°
fle &
Upstream face gf
: : dV / dt
= Superficial velocity of the filtrate, 1 = —————
aie A
= Where, V is the volume of the filtrate collected from the start of the
filtration to the present time, when the pressure is p.
= Since the filtrate must pass through the entire cake, V/A is same for
all layers and therefore u is independent of L.2 2
dp p 4.17pu—€)"(s, /v,) eu
dL =
   
  
®
 
: ‘ : dV /dt
a = Superficial velocity of the filtrate, 1 =
Direction A
<—of flow of
f
*wY «The volume of solids in the layeris: AdL(1-€ )
coke
= Mass of solids in the layer whose particle density is
Ppis given by:
Upstream face of
dm=AdL(1-€)p, — (Eq 2)
= Eliminating dL from Eq 1 and Eq 2:
4 kpu(l—e(s, /v,)°
fu >| kat dp= Su 65 Ip)
p,Aé
= In filtration under low pressure drops of slurries containing rigid uniform particles:
dm
kK, wc — els, lv)
5 dm -— (Eq 3)
p,Ae
 
 
= Where the marked part in above equation is a constant for a particular slurry
and membrane.pul — lv,
= On integration of Eq 3, we get: dp = abel NS, Ye) dm
p,Ae
* p= kyu - Hsp lv.) ik i
Pp p Ae 9
 
= Where m, is the total mass of the cake at the end of filtration.
= On further calculation, we get:
7
E k,puu(l— ENG, vm, a en
p,A€
a
Filter cakes of this type are called incompressible.
® On replacing some terms in Eq 4 by a, called specific cake resistance, we get:
 
 
apume _ = Ap.A
A Ape Hum, Sp_ 6
k ei v ®D
Where @ = Ks, vp) d= €) vy) £) f _.
p,€
: k,(1—e)
Specific cake resistance in terms of particle a= a
size is obtained by replacing s,/v,: P,é (®,D,yAp.A
Mum,
Specific cake resistance a is the resistance of the
cake that gives a unit pressure drop when uy, u
and mJA are all unity.
ais influenced solely by the physical properties of
the cake — such as —size, porosity.
kuud—- eX(s, /v,ym,
= tin
Pp AE
,
a c
This expression may not be precise — if the feed
does not contain rigid particles.
If the Porosity, constant - k;, and s,/v, vary from
layer to layer. Such filter cakes are called
compressible.
     
  
Po
Direction
2<—of flow of
slurry
Upstream lace of cai
a varies with distance from the septum or filter medium — because the cake
nearer to the septum is subjected to greatest compressive force and hence
lowest void fraction.
Therefore pressure gradient is non-linear.Filter medium resistance Analogy with definition of cake resistance
—P— Py _ Pn oa BPA
Rn = ue pn (E45) pum, (Eq 6)
= Factors that affect filter medium resistance:
The filter medium resistance may vary with pressure drop — larger pressure drops cause
higher liquid velocity and may force additional solids into the filter medium.
= Cleanliness of the filter medium.
But these factors are important only during initial stages of filtration and it is
satisfactory to assume that the filter medium resistance is constant during any given
 
filtration process.
One can get Ap,, from Eq 5 and Ap, from Eq 6 and combining them, we get:
a
Ap = Ap, + Ap,, = pu mot Ry (Eq 7)
Ifc is the mass of the solid (particles) deposited in the filter per unit volume of the filtrate
and V is the total volume of the filtrate collected in time t, then m,, the total mass of the
 
solids in the cake is m, = Vc. ld;
= By putting the value of m, and u in Eq 7, we get: n= a at
dt acV
ee 2 +n, ——- (Eq 8)
dV AAp\ A
®Eq 8 is known as ultimate or general filtration equation.