U.S. patent number 3,563,474 [Application Number 04/697,393] was granted by the patent office on 1971-02-16 for air filter wash device.
Invention is credited to Joseph William Robinson.
United States Patent |
3,563,474 |
Robinson |
February 16, 1971 |
**Please see images for:
( Certificate of Correction ) ** |
AIR FILTER WASH DEVICE
Abstract
Apparatus for cleaning filter elements comprising a plurality of
nozzles for spraying water mounted asymmetrically with respect to
the filter element to provide an asymmetric spray pattern whereby
optimum utilization of the available water supply is obtained.
Inventors: |
Robinson; Joseph William
(Scarborough, Ontario, CA) |
Family
ID: |
24800971 |
Appl.
No.: |
04/697,393 |
Filed: |
January 12, 1968 |
Current U.S.
Class: |
239/561; 239/566;
96/233; 134/172; 239/597 |
Current CPC
Class: |
B01D
46/10 (20130101); B05B 1/02 (20130101) |
Current International
Class: |
B05B
1/02 (20060101); B01D 46/10 (20060101); B05b
001/14 () |
Field of
Search: |
;134/167,181,(Inquired)
;239/(Inquired),566,561,597 ;134/172,198 |
References Cited
[Referenced By]
U.S. Patent Documents
Foreign Patent Documents
Primary Examiner: Tollberg; Stanley H.
Assistant Examiner: Lane; Hadd S.
Claims
I claim:
1. In filter cleaning mechanisms for a rectangular gas filtering
medium having a flat surface in a plane inclined with respect to
the horizontal, the combination including header assembly means to
be reciprocally moved in a horizontal direction parallel with the
surface of the filtering medium, and means for connecting said
header assembly means with a source of cleaning fluid during said
reciprocal movement, said header assembly means also including
nozzle means for directing a band of said cleaning fluid to the
upper surface of the filtering medium extending across the entire
surface between the upper and lower margins thereof and generally
transverse to the direction of said reciprocal movement of the
header assembly means, said band being narrow with respect to the
height of said filtering medium, said nozzle means also including
means for directing a greater concentration of fluid in said narrow
band to areas of the filtering medium adjacent the upper margin of
the filtering medium than to areas of the filtering medium lying
therebelow.
2. The invention defined in claim 1, wherein said nozzle means
includes an outlet orifice having an irregular cross section,
whereby a greater amount of fluid is directed toward the end of
said narrow band adjacent the upper margin of the filtering
medium.
3. The invention defined in claim 1, wherein said nozzle means
includes at least two outlet orifices disposed in alignment
transverse with respect to the direction of said reciprocal
movement, the orifice disposed adjacent to the upper margin of the
filtering medium being disposed closer to the surface thereof than
another orifice.
4. The invention defined in claim 1, wherein said nozzle means
includes a generally vertical header assembly provided with more
than one nozzle for communicating with cleaning fluid supply.
5. In a system for cleaning filter elements having a header
assembly, support structure for said header assembly and drive
means for producing reciprocal movement of said header assembly
across the surface of a filter element as defined in claim 4, the
improvement comprising a series of more than one nozzle mounted on
said vertical header assembly and communicating with a water
supply, said series having at least one nozzle disposed in a spaced
relationship with the filter so that the energy of impact and the
concentration of water at the surface of the filter are described
according to the following relationship: ##SPC2## where
e(L) is energy of impact;
k.sub.1 + k.sub.2 is energy e(0) and are as follows: the energy
required to force water through the filter unassisted by gravity at
the top where L = 0;
L is the distance measured down the face from the top of the
filter;
k.sub.3 is a function of gravity the angle of the filter to the
horizon and the permeability characteristics of the various layers
of material in the filter;
.alpha. is a constant;
c(L) is the concentration at a given point;
k.sub.4 + k.sub.5 is the concentration c(0);
k.sub.4 will depend on the minimum concentration c of water to
flood all parts of the first layer x and to supplement the water
running down inside the filter for which is lost at the back (layer
z);
k.sub.5 will be the amount of water required in the top portions to
prime the rundown phenomenon in the filter;
k.sub.6 is a function of gravity, the angle of the filter to the
horizon and the permeability characteristics of the various layers
of material in the filter; and
.beta. is a constant.
6. In a system for cleaning filter elements having a header
assembly, support structure for said header assembly and means for
producing reciprocal movement across the surface of a filter
element, drive said means adaptable to advance and to retard said
header assembly in said support structure as defined in claim 4,
the improvement comprising more than one nozzle whose apertures
produce a spray pattern whose general characteristics of energy of
impact and concentration are described in accordance with the
formulas set out below: ##SPC3##
e(L) is energy of impact;
k.sub.1 + k.sub.2 is energy e (0);
L is the distance measured down the face from the top of the
filter;
.alpha. is a constant;
c(L) is the concentration at a given point;
k.sub.4 will depend on the minimum concentration c of water to
flood all parts of the first layer x and to supplement the water
running down inside the filter for which is lost at the back (layer
z);
k.sub.5 will be the amount of water required in the top portions to
prime the rundown phenomenon in the filter;
k.sub.6 is a function of gravity, the angle of the filter to the
horizon and the permeability characteristics of the various layers
of material in the filter; and
.beta. is a constant.
Description
This invention relates to the washing apparatus used to clean
mechanical gas filter systems and relates more particularly to an
improved washer spray header for cleaning the filter panels of such
mechanical filter systems.
In a mechanical gaseous filter for removing particulate matter from
a gas, the filter media or the collecting plates become loaded with
dust. This leads to a reduction in the arrestive efficiency or an
undesirable increase in the pressure drop across the filter or
both.
Some mechanical gas filter systems require removal of the filter
panels which may then be thrown away or may be washed and returned
to the system. Other systems are arranged for manual washing in
situ.
In the interest of reducing the manual labor required to maintain
the efficiency of the filter bank, systems using disposable filter
media have been developed which embody filter media in the form of
a roll which can be advanced periodically to present fresh filter
media to the airstream. These rolls can be of substantial length,
allowing many changes of filter media in the air stream before the
entire roll has to be removed and replaced manually. This method
reduces the manual labor required but is costly because the filter
media is not recoverable.
In other mechanical air filters employing permanent filter media,
the filter panels have been arranged to pass down through the
airstream into an oil sump where the collected dust sludge is
removed and the filter reoiled before passing back up again into
the airstream. In still other systems using permanent filter media,
washing systems have been mounted on the filter bank to reduce the
manual labor for washing. In these conventional washing systems,
evenly disposed spray nozzles are used which are either fixed or
mounted on a piece of pipe called a "standpipe" which may be
disposed in a vertical plane reciprocally driven across the
downstream side of the filter. These supposedly automatic in situ
washing devices are not fully automatic as they require frequent
manual attention to attend to the relatively ineffective degree of
cleaning which is achieved and to attend to the relatively complex
mechanical components.
10 YEARS AGO THE MOST POPULAR SYSTEM WERE OF THE TYPES EMBODYING
PERMANENT MEDIA; HOWEVER, DUE TO THE INEFFECTIVENESS AND
INEFFICIENCY OF THESE TYPES, THE DISPOSABLE ROLL TYPE IS NOW MORE
OFTEN USED. I propose a more effective and workable automatic
cleaning system. This method is sufficiently efficient and reliable
to allow the use of permanent filter media. Although the method
used in this application is automatic, I do not propose to clean
while air is passing through the filter, and it is necessary to
either bypass the filter system, or arrange for cleaning of a
portion of the filter bank while routing the dust-laden gas through
another portion of the bank, or shut down the fans.
According to my present invention, filters are automatically
cleaned in situ with a system of fixed nozzles attached to a moving
standpipe for spraying water on the filters.
The nozzle arrangements that have been used up to the present time
for washing filters in situ are imperfect because the available
water supply is distributed in a regular pattern, which is
generally insufficient on some parts of the filter and wasteful on
others.
It is therefore an object of this invention to clean filters with a
spray pattern of delivery which optimizes the water supply
available by forming an asymmetrical spray pattern which matches
the washing requirements of various parts of the filter and washes
the various parts of the filter substantially evenly.
The proposed invention will function on normal water pressures,
and, in fact, improves the efficiency of washing with normal
pressures. It is readily seen that very high water pressures would
have greater washing power, but in most plant installations, only
normal water pressure is found and the best use must be made of it.
Also, I have found that without adding detergent or hot water,
effective cleaning can be attained on filters of synthetic material
by the asymmetrical spray pattern. The present invention would
undoubtedly be made even more efficient with hot water or
detergent.
Another limitation of conventional devices for cleaning filters in
situ has been the relative complexity of the mechanism employed to
move the standpipe header back and forth across the filters. The
existing systems use chain, cable, or worm and screw, arranged to
support the standpipe at both top and bottom in driving
relationship with a track. I propose a system with standpipe or
standpipes to be driven from the top only. This results in a
substantial reduction in the amount of hardware and associated
equipment required. In addition, the existing systems often have
the drive mechanism in the airstream, which permits dust and
cleaning water to enter the moving parts and clog them. It is
accordingly a further aspect of my present invention to locate the
drive mechanism for the standpipe out of the airstream to protect
it from such clogging. One or more standpipes may be provided and
may be driven reciprocally in a horizontal direction. More than one
standpipe permits, among other things, a shorter distance of travel
by each standpipe. It is a complementary object of this invention
to use a mechanical system of such simplicity as to give it a high
level of mechanical reliability so that maintenance and attention
is minimized.
Since filters are typically installed in isolated location, any
maintenance or attention is inconvenient and costly. My invention
also lends itself to even greater automation. By the use of timers
and due to the cleaning efficiency and simplicity of the drive
mechanism, it may not require attention for possibly a year or
more, whereas conventional systems often require attention
weekly.
It is yet another object of my present invention to provide a
suitable asymmetrical nozzle arrangement.
The foregoing and other objects and advantages of my present
invention will in part be stated in and in part become apparent
from the following detailed description, when read in conjunction
with the accompanying drawings, in which:
FIG. 1 is a perspective view of a filter disposed at an angle of
45.degree. to a vertical with a spray impinging thereon;
FIG. 2a is a cross-sectional view of a typical filter showing
filter layers therein;
FIG. 2b is an enlarged sectional view of a typical filter showing
the waterflow pattern typically obtained with conventional
spray-type headers;
FIG. 3 is a schematic view of a slot-type nozzle mounted at an
angle to the surface of the filter to produce an asymmetrical
washing pattern on a typical filter;
FIG. 3a is a schematic plan view of the water pattern produced by
the nozzle in FIG. 3, along the line 3a-3a of FIG. 3;
FIG. 4 is a graph showing the relationship of the energy of impact
e and the concentration c plotted against L, the overall length of
the filter measured along the face of the filter from the top, for
the nozzle shown in FIG. 3;
FIG. 5 is a schematic view depicting a nozzle with an irregularly
shaped orifice vertically disposed to the face of the filter;
FIG. 5a is a schematic plan view of the water pattern produced by
the nozzle in FIG. 5 along the line 5a-5a of FIG. 5;
FIG. 6 is a graph showing the function e(L) represented by a solid
line and the function c(L) represented by a phantom line, both
plotted against L;
FIG. 7 is a composite graph showing for the three nozzle patterns
shown in FIG. 7 the energy of impact and concentration functions,
against the distance of L from the top of the filter for an
asymmetrical arrangement of nozzles;
FIG. 8 is a composite graph showing a typical nozzle pattern
described with reference to its respective concentration energy and
distance functions using a single symmetrical nozzle;
FIG. 9 is a composite graph showing typical nozzle patterns
described with reference to their respective concentration, energy
and distance functions using a symmetrical arrangement of three
nozzles; and
FIG. 10 is a cutaway perspective view of an irregularly shaped
nozzle.
Referring to the drawings, the device illustrated in FIG. 1
comprises an angularly inclined header 20, having nozzles 21, 22
and 23 located in spaced relationship thereon. Nozzle 21 is mounted
closer to filter 15 than nozzles 22 and 23 and delivers water at
greater impact on filter 15 than nozzles 22 and 23 by reason of its
location on said header. The filter 15, collects dust from an
airstream which impinges on its lower side c so that the dust
particles in theory are retained by filter 15 and the cleaned air
passes through on the upstream side adjacent to the header. The
media 14 for filter 15 may be made from any of a number of known
commercial materials, and does not comprise a feature of this
invention.
Wash water emitted by the nozzles 21, 22 and 23 impinges on filter
media 14 in a predetermined pattern so that the latter receives
complete water coverage. Nozzle 21 covers a smaller area than
nozzles 22 and 23 and provides a flushing effect along the upper
portion of the filter, and dust particles and wash water are then
carried downwards along the filter and through the lower side.
Nozzle 21 is so designed that the water emitted thoroughly washes
the filter.
FIG. 1 also shows the relationship of L1, L2, and L3 to L as
discussed in the mathematical description herein.
Referring to FIG. 2a, layer x (on the header or downstream side) of
inclined filter 15 consists of a layer of filtering medium. Layer y
also comprises a filtering medium and layer z on the upstream side
consists of a form of screen.
FIG. 2b shows an unwetted area 17 occurring at the upper end of the
filter on the opposite side from the spray. This unwetted area 17
remains unwashed by conventional spray-type headers.
Since filter banks tend to be quite large, often 100 or more square
feet, there is a practical limitation on the quantity of water that
can be delivered to the installation per second. There are also
practical limitations to the amount of mainline pressure that can
be made available and maintained during the washing cycle.
Therefore, the design of an effective washing spray pattern can be
viewed in terms of maximizing the usefulness of the pressure and
volume available to the installation as well as in terms of the
cost of volume and pressure required. To a large extent it has been
the ineffective use of the volume and pressure provided or
available which has resulted in less than satisfactory performance
of the many filter washing systems described in the prior art.
The effectiveness of the washing action depends on the volume of
water supplied per second, the velocity of the water and the total
amount of water used.
A volume of water per second per unit area of the filter or low
concentration c will tend to allow the water to trickle through the
paths of least resistance, leaving unwetted pockets, whereas a high
concentration c will tend to flood through even hydrophobic areas
and float the dirt away.
The energy of impact e on any given area which is a function of the
volume of water per second falling on that area and the velocity
squared, will determine how far into the medium the water will
penetrate unassisted by gravity and will also affect the scrubbing
and flooding action.
The total volume q that is required across each surface will be a
function of c and e and all the characteristics of the surfaces to
be cleaned.
If the filter was mounted horizontally, the analysis to find the
required volume would be quite simple. Values could be assigned to
c, e and q making it possible through experimentation to develop a
series of values for the three variables and to determine the
optimum combination with the lowest total volume of water through
the filter to give effective washing. However, since the filters to
be washed are generally mounted at an angle other than the
horizontal and since the filter has a finite depth, the values of c
and e are different in various parts of the filter and analysis
becomes more complex. For example, referring to FIG. 2b it can be
noted that:
1. The energy of impact e diminishes rapidly as the water
penetrates the filter.
2. Concentration c in the lower parts of the filter 15 are
reinforced by water running down from above.
3. While gravity will carry water through the filter in lower
portions, impact energy alone must carry it through to the topmost
rear part of the filter, (17).
4. The impact absorbing and permeable characteristics of the
various layers of material in the filter will effect c and e in
different ways.
It follows that the minimum values of c, and e required for
effective washing will be higher in the top part of the filter than
those required in the lower parts. This suggests an experimental
procedure for determining these values in which the behavior of the
water is examined in segments down the filter from the top.
EXPERIMENTAL PROCEDURE
To determine the most effective arrangement of nozzle or nozzles in
a header delivering a pattern of water along a vertical plane to
the filter face:
1. Fix the pressure p.sub.1 at the nozzles, this pressure being the
same for all the nozzles.
2. For different s.sub.1 (describing the size and shape of the top
nozzle) find in each case the longest possible L (the vertical
dimension of the area of wash) leading to satisfactory cleaning of
the top part of the filter. These results can be expressed by the
formula L.sub.1 = .sub.1 ( s.sub.1).
3. For fixed s.sub.1 using the corresponding L.sub.1 =
.sub.1(s.sub.1) and a different s.sub.2, find the longest possible
L.sub.2 leading to satisfactory cleaning of the second portion of
filter. This leads to the formula L.sub.2 = s.sub.1(s.sub.2).
Several such formulas, depending on different s.sub.1 can be
expressed by the formula L.sub.2 = .sub.2 ( s.sub.1 s.sub.2).
4. Similarily for fixed s.sub.1 and s.sub.2 with corresponding
L.sub.1 = .sub.1(s.sub.1) and L.sub.2 = .sub.2(s.sub.1 s.sub.2)
obtain formula L.sub.3 = s.sub.1 (s.sub.3) leading to L.sub.3 =
.sub.3(s.sub.1 s.sub.2 s.sub.3). It is a condition of the system
that L.sub.1 + L.sub.2 + L.sub.3 = L (see FIG. 1). The number of
nozzles n required will depend on the sizes s.sub.1 s.sub.2
s.sub.3.
TECHNIQUE
The total cost or efficiency of washing the filter will be the sum
of the cost of water/1,000 cubic feet Q plus the cost of
maintaining the mainline supply pressure P; the latter will be the
pressure required at the nozzles, p, plus the pressure drop from
the mainline to the nozzles for the volume/second required. Having
developed a cost formula in terms of s and p which will have the
form
it is possible to optimize the cost of various values of n.sub.1,
n.sub.2, n.sub.3-- where n equals the number of nozzles necessary
to cover L.
The experimental procedure can be repeated for a different pressure
p.sub.2 and the costs optimized with
The optimum s and p can be finally refined by
where n represents the initial cost of n nozzles and s represents
the operating maintenance cost as a function of nozzle size; the
smaller the nozzle, the higher the risk of plugging, and hence the
higher the maintenance cost.
The above procedure establishes the optimum asymmetrical pattern in
a vertical plane through the filter under static conditions, i.e.
no horizontal movement of the nozzle assembly. It is now necessary
to calculate the maximum rate of horizontal travel h possible.
The value of h flows from an examination of each vertical segment
of the filter under the conditions of the optimum pattern for the
value of q and the width of the spray pattern at that segment. The
maximum rate of horizontal travel will be the rate which will
deliver the minimum q required per unit area. It is obvious that if
the rate of horizontal travel is too great, the filter media will
not be sufficiently flushed throughout its thickness-- q per unit
area will be too low. If the rate of travel is too slow, q will be
greater than necessary, and water and time to clean the filter will
be wasted.
It can be deduced, and experimentation verifies, that a plot of the
minimum values for c and e required to give effective cleaning can
be described by the formulas: ##SPC1##
where L is the distance measured down the face from the top of the
filter (see FIGS. 1 and 6). k.sub.1 will depend on the minimum
energy of impact e required to effectively wash the first layer x
(see FIG. 2b) and to impart sufficient turbulent energy to the
water in the center of the filter y. For best results k.sub.2 will
be more than twice k.sub.1 and all values of k must be positive.
k.sub.1 + k.sub.2 will be the energy e (0) required to force water
through the filter unassisted by gravity at the top where L = 0 as
in (1) above.
.alpha. and .beta. depend on the shape of the spray pattern and
depend on the nature of the filter, and have arbitrarily assigned
values. Generally .alpha. and .beta. are each greater than 6 for
thick filters and less than 6 for thinner filters, but they are not
critical values.
k.sub.3 will be a function of gravity, the angle of the filter to
the horizontal and the energy absorbing characteristics of the
various layers of materials in the filter.
k.sub.4 will depend on the minimum concentration c of water to
flood all parts of the first layer x and to supplement the water
running downwards inside the filter and escaping through layer
z.
k.sub.5 will be the amount of water required in the top portions to
prime the rundown phenomenon in the filter.
k.sub.6 will be a function of gravity, the angle of the filter to
the horizontal and the permeability characteristics of the various
layers of material in the filter.
It will be noted in selecting various nozzles for evaluation that
for any given pressure and quantity of water the greatest energy of
impact e and concentration c for any given zone extending from the
upper to the lower end of the filter will be achieved with nozzles
producing a flat, slot-like spray pattern. Such a slot-like pattern
can be given 10 to 20 times the values that the same volume and
pressure would be given with a round or square pattern.
With these facts in mind, and in particular knowing the general
form of the optimum curves for e and c, as described above and
shown in FIG. 6, it is possible to approximate the values of
k.sub.1, k.sub.2, k.sub.3, k.sub.4, k.sub.5, and k.sub.6 for a
particular filter mounted at a certain angle to the horizontal
which will greatly reduce the number of experiments in the
experimental procedure required to obtain the pertinent data for
the efficiency optimizing calculations.
FIG. 1 shows an arrangement embodying three nozzles designed to
give an asymmetrical delivery. In the event the nozzle number 21
delivers 3 g.p.m. at 40 p.s.i. from a distance of 2 inches, nozzle
number 22 delivers 2 g.p.m. at 40 p.s.i. from a distance of 3.5
inches and nozzle number 23 delivers 1 g.p.m. at 40 p.s.i. from a
distance of 3.5 inches. The benefits that accrue from this
asymmetrical delivery pattern can be seen in FIG. 7 where curve
number 1 represents the minimum values of c and curve number 2
represents the maximum values of e required to give effective
cleaning for a particular filter panel. Curve 3 is the minimum
value of c with the rundown water added. Curve number 6 is the
resultant c with rundown water added for the asymmetrical nozzles.
The resultant c and e from the asymmetrical heads of FIG. 1 are
plotted as curves 4 and 5 respectively.
A single nozzle mounted vertically over the center of the filter
delivering the same volume, i.e. 6 g.p.m. at 40 p.s.i. would give
the results shown by curves 7, 8 and 9 in FIG. 8, which is not
quite adequate in the bottom 70 percent of the filter and totally
ineffective in the top 30 percent. Theoretically, a single nozzle
would have to deliver 60 to 120 g.p.m., 10 to 20 times that of the
asymmetrical arrangement to effectively clean the same filter.
The results obtained from three nozzles of 2 g.p.m. each at 40
p.s.i. mounted without asymmetry are shown by curves 10, 11 and 12
in FIG. 9. While this is better than the results from a single
nozzle, it will be noted that it falls 75 percent short of
providing effective cleaning in the top 20 percent of the filter
and cleaning water is wasted in the bottom 80 percent. Three
nozzles without asymmetry would have to deliver a total of 20 to 30
g.p.m. to effectively clean all the filter.
FIGS. 3, 4 and 5 illustrate other methods of obtaining an
asymmetrical delivery of water to the filter face.
* * * * *