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Claims  |
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I claim:
1. A filter for disinfecting non-potable water containing organic
contaminants including microorganisms, protozoan cysts, and inorganic
contaminants for use with a water delivery pipe having an influent end and
an effluent end, comprising:
a filter housing disposed in line in said water delivery pipe through which
said water flows, said filter housing having an influent end and an
effluent end, said filter housing including:
a biocide chamber having a length and cubic volume and containing biocidal
resin disposed at said influent end of said filter housing through which
chamber said water passes, said water being in contact with said biocide
for at least 2 seconds and picking up a level of biocide;
an extended contact time chamber having a length and cubic volume disposed
in line in said housing and in communication with and positioned after
said biocidal resin chamber, said extended contact time chamber defining
means to extend the contact time of said biocide with said microorganisms
in said water as said water and biocide pass through said extended contact
time chamber;
means to cause turbulence of said water and biocide in said extended
contact time chamber including a turbulating disk, said disk having a
plurality of tubular apertures defined therein at angles to the direction
of water flow, said water flow through said apertures creating a
turbulating circulation of said water and biocide for a period of time
within said extended contact time chamber;
a biocidal removal chamber having a length and cubic volume, said biocidal
removal chamber containing media for the removal of biocides from said
water as said water passes therethrough, said biocidal removal chamber
disposed in line after, and in communication with, said extended contact
time chamber;
a bacteriostatic chamber having a length, said bacteriostatic chamber
containing a bacteriostatic media that is inhospitable to bacterial
growth, said chamber disposed in line in said filter housing in
communication with and positioned after said biocidal removal chamber
wherein said bacteriostatic media acts to prevent back contamination
upstream from said effluent end of said filter housing; and
a screen disposed in line in said filter housing and after said chamber
containing bacteriostatic media, said screen having a plurality of
apertures defined therein of a size of 3 microns or smaller for catching
and retaining protozoan cysts in said filter housing as said water passes
through said screen and out said effluent end of said filter housing.
2. The filter of claim 1 wherein said extended contact time chamber has
cubic volume of at least 12 cubic inches for each 1.5 liters per minute of
water flow.
3. The filter of claim 2 wherein said cubic volume of said biocidal resin
chamber defines a means for providing at least 2 seconds of contact time
between said water and said biocide.
4. A filter for disinfecting non-potable water containing pathogenic
microorganisms, including bacteria, virus and protozoan cysts, for use
with a water delivery pipe having an influent end and an effluent end,
comprising:
a filter housing disposed in line in said water delivery pipe through which
said water flows, said filter housing having an influent end and an
effluent end, said filter housing including:
a biocide chamber having a length and cubic volume and containing biocidal
resin disposed at said influent end of said filter housing through which
chamber said water passes, said water picking up a level of biocide;
an extended contact time chamber having a length and cubic volume disposed
in line in said housing and in communication with and positioned after
said biocidal resin chamber, said extended contact time chamber defining
means to extend the contact time of said biocide with said microorganisms
in said water as said water and biocide pass through said extended contact
time chamber;
a biocidal removal chamber having a length and cubic volume, said biocidal
removal chamber containing media for the removal of biocides from said
water as said water passes therethrough, said biocidal removal chamber
disposed in line after, and in communication with, said extended contact
time chamber;
a screen disposed in line in said filter housing and after said biocidal
removal chamber, said screen having a plurality of apertures defined
therein of a size providing means for catching and retaining protozoan
cysts in said filter housing as said water passes through said screen and
out said effluent end of said filter housing; and
further including means for causing turbulence of said water and biocide in
said extended contact time chamber including a turbulating disk, said disk
having a plurality of tubular apertures defined therein at angles to the
direction of water flow, said water flow through said apertures creating a
turbulating circulation of said water and biocide for a period of time
within said extended contact time chamber.
5. The filter of claim 4 wherein said extended contact time chamber has
cubic volume of at least 15 cubic inches for each 1.5 liters per minute of
water flow.
6. The filter of claim 4 further including means for said cubic volume of
biocidal resin to be in contact with said water for at least 2 seconds.
7. The filter of claim 4 further including:
a bacteriostatic chamber having a length, said bacteriostatic chamber
containing a bacteriostatic media that is inhospitable to bacterial
growth, said chamber disposed in line in said filter housing in
communication with and positioned after said biocidal removal chamber
wherein said bacteriostatic media acts to prevent back contamination
upstream from said effluent end of said filter housing; and
wherein said apertures in said screen each has a size of 3 microns or less.
8. The filter of claim 7 further including means for said bacteriostatic
media to interact with said water by chemically combining with said water
to reduce heavy metal contaminants in said water. |
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Claims  |
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Description  |
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BACKGROUND OF THE INVENTION
1. Field of the Invention
The device of this invention resides in the area of water filters for the
disinfection of non-potable water and more particularly relates to a
continuous flow, in-pipe-line filter having a high flow rate and having a
plurality of linearly aligned, internal chambers the contents of which
interact with the water passing therethrough to destroy a broad range of
pathogenic microorganisms in such water.
2. Description of the Prior Art
Non-potable water is currently treated to remove or destroy pathogenic
microorganisms which cause intestinal diseases. Such treatments can
utilize submicron filtration, ultraviolet light, ozone, and disinfection
systems which utilize a wide range of disinfecting chemicals such as
chlorine and a large variety of filter media well known in the prior art.
Certain disinfection processes use biocidal resins through which the water
is passed which biocidal resins can include resins previously treated in
such a manner as to release a level of biocide such as iodine/iodides into
the water. Such biocides function by destroying the outer cell wall of the
microorganism when the microorganism comes in contact with the released
biocide. A minimum contact time is often necessary for the destruction of
pathogenic bacteria and most viruses. The longer the contact time, the
greater the kill rate and efficiency of the device. Therefore, the
destruction of such microorganisms has traditionally been accomplished by
using a large volume of biocidal resin and channeling the water flow
through such biocidal resin to achieve the necessary interaction time
between the released biocide such as iodine/iodide and the microorganisms.
It is undesirable, after the water has been so treated, to leave the
biocide in the water because of the many health hazards that result from
the consumption of any biocide over an extended period of time. Some
people are allergic to Certain biocides such as iodines; and common
biocides, such as chlorine, have recently been associated with bladder
cancer. In some instances in the prior art where influent water to be
treated is highly contaminated, the volume of the biocide is increased, a
process whereby some or all of the biocide is left in the effluent water.
Treated water still bearing the biocide is passed into a holding tank to
provide for the killing of parasitic protozoan Cysts which requires at
least 20 minutes of contact time with a biocide, such as iodine/iodides,
to destroy such cysts.
Iodinated resins, when used in sufficient quantity in a filter system
having a properly engineered flow rate of water therethrough, are very
effective in the destruction of microorganisms such as bacteria and
viruses as long as the contact time of the biocide with the cell walls of
the microorganisms is sufficient. If sufficient biocidal contact time is
not provided, when the biocide is removed and biocidal action ceases, any
remaining live microorganisms will survive and remain active in the
drinking water. Since treatment of non-potable water can never be 100%
effective, there is always some percentage of microorganisms which may
escape destruction or removal. It is generally accepted therefore that the
presence of minimal amounts of pathogenic organisms in potable water is
inevitable and as the degree of contamination increases, the possibility
that unacceptable levels of pathogens will escape treatment also
increases.
SUMMARY OF THE INVENTION
The device of this invention has been designed to provide a water
purification filter for safe, thorough and economical purification of
non-potable water at a continuous, desirable flow rate.
It is an object of this invention to provide a device which can be
installed directly in line in a cold water pipe line providing running
water.
It is a further object of this invention to purify such running water of
bacteria, most viruses, and protozoan cysts.
The filter of this invention, being located linearly aligned and attached
in line in a cold water pipe line provides for continuous running water at
a high water flow rate without the need for a settling/holding tank. The
increased water flow through the filter of this invention can be
thoroughly disinfected by providing a novel extended contact time chamber
within the device rather than merely by increasing the quantity of
biocidal resin in the water such as practiced in the prior art. The use of
the extended contact time chamber allows for the continued contact and
interaction between biocide in the water and microorganisms such that any
partially treated microorganisms after passing through the biocidal resin
chamber are given additional contact time with the biocide prior to
removal of the biocide. This increased contact time while the water is
constantly flowing allows for the higher water flow rate of this invention
over devices of the prior art. The extended contact time chamber also
allows the filter of this invention to perform efficiently when higher
concentrations of contamination are found to be present in the water to be
treated. The greater the cubic volume of the extended contact time
chamber, the longer the continued biocide/microorganism contact time and
the greater the flow rate without the need for the introduction of a
greater cubic volume of biocide.
It is also an object of this invention to disinfect the water in a manner
which offers greater economy by its use of less biocide than prior art
systems and which allows for the complete or near complete removal of the
biocide after disinfection of the water. The advantages of the device of
this invention are two-fold: greater economy reduces the overall cost of
the device while virtually complete removal of the biocide allows the user
to employ the device for daily consumption of potable water since the
water is free of unacceptable levels of biocide.
It is also a goal of this invention to provide a water-purifying filter
which can be used with a pre-filtration system to effectively sterilize
water of most of the common microorganisms which are found in non-potable
water including E. coli, cholera bacteria, most common virus strains, and
Giardia lamblia cysts. The device of this invention, in a preferred
embodiment, can be installed generally in stationary water purification
situations but can also be adapted for portable applications as well.
In use, the filter of this invention can receive pre-treated water which
has been treated for the removal of suspended solids, organic matter and
chlorine such as by a silver-impregnated, granular activated carbon media
bed. It is desirable to remove such material from the water before passing
it through a biocidal resin because chlorine and other chemicals, if still
present in the water prior to passing through a biocidal resin, reduce the
life of, for example, iodinated resins. Also organic matter, if collected
in the post-sterilization portion of the filter, would tend to increase
the possibility for back-contamination of the device as described further
below. Such pre-filter treatment can also be utilized to remove toxic
chemicals and other contaminants. If one removes such organic contaminants
through an activated carbon-type pre-filter, then only the later removal
from the water of the remaining iodine/iodides after the biocide has acted
on the microorganisms is necessary.
The device, being enclosed in a cylindrical pipe-like housing, can be
installed in-line in a cold water pipe line and includes therein a series
of linearly aligned chambers. In the filter water passes through a biocide
chamber containing a biocide such as an iodinated resin. In such biocidal
resin chamber the biocide such as iodine/iodide is released in the water,
and the iodine/iodide interact with the microorganisms, destroying many of
them as described above. As the water passes through the biocidal resin
chamber, it acquires levels of iodine/iodides which are lethal to
microorganisms. It is in the nature of such resin after a point not to
release further biocide into such biocide-saturated water. Once the
biocide has been introduced into the water and is encountered by the
microorganisms, there is no additional benefit to be derived by having the
water remain longer inside the biocidal resin chamber if the
biocide/microorganism contact time can be extended without slowing the
rate of water flow. The iodine/iodides should be removed from the water
after having had sufficient contact with the microorganisms. In the case
of iodinated resins, this must be at least two seconds. However, any
immediate removal of the iodine/iodides after passing through the biocidal
resin chamber will prematurely strip the biocide away from microorganisms
prior to their complete destruction. Such-premature removal defeats the
intended function of the biocide since partially treated microorganisms
quickly recover and reappear in the effluent water downstream of the
treatment and can become even more problematic since most iodine/iodide
removal medias have the potential to become breeding grounds for bacteria
growth. Here the water carrying such iodine/iodide first interacts with
the microorganisms and then passes through a special disk which causes a
spinning action of the water to create a mixing, turbulent motion in the
water as it is immediately entered into the extended contact time chamber
the cubic dimensions of which are determined, as described below,
according to the desired flow rate of purified water. The greater the
volumetric capacity of the extended contact time chamber, the greater the
resulting water flow rate without loss of performance so long as the
primary contact within the iodinated resin bed is maintained at not less
than two seconds. The function of the extended contact time chamber as
described here is not to create an opportunity for additional and new
contact between untreated microorganisms and the iodine/iodides. It is to
allow microorganisms which have already come into direct contact with the
biocide sufficient time to be completely destroyed prior to the removal of
the biocide, since partially destroyed microorganisms can recover if the
biocide is prematurely stripped away from the outer cell wall of the
microorganism. Residual iodine/iodides in the water are so small that
their presence cannot be relied upon to initiate further destruction of
microorganisms which have not been treated in the primary iodinated resin
bed. Once the water has passed through the biocidal resin chamber and has
been caused to dwell within the extended contact time chamber, the
microorganisms will be completely destroyed, and the only components in
the water remaining to be removed are the biocide itself. The biocide is
then absorbed out of the water when the water is passed into the next
chamber containing granular activated carbon or a biocide removal media,
which is commercially available for this purpose. After the water passes
through the biocide removal chamber of the filter, it is passed through a
separation pad to the last chamber of the filter, as discussed below,
which contains bacteriostatic media.
It is yet a further goal of this invention to eliminate the problem of back
contamination to prevent bacterial colonies present downstream of the
water treatment device from spreading upstream to where they reach the
effluent end of the filter and possibly contaminate the biocidal removal
media used therein. One of the functions of the contents of such last
chamber is to prevent bacterial back contamination that might spread from
the downstream end of the filter. As mentioned above, it is desirable to
pass the water first through a pretreatment of activated carbon prior to
the disinfection treatment in the filter of this invention, and this
activated carbon filtration also helps decrease the potential for back
contamination since it removes organic matter prior to disinfection of the
water. However, there is always some opportunity for back contamination
which problem is solved in the filter of this invention through the use of
a bacteriostatic media such as KDF-55 media or equivalent in such last
chamber. Back contamination will not occur while the water is flowing
through the device. However when the device is not being operated and
water is standing therein, bacteria growth downstream of the device, such
as at the mouth of the faucet, can spread back up into the device from its
downstream end. The bacteriostatic media in the last chamber resists the
entry and spread of such bacteria as it provides an inhospitable
environment for such microorganisms and displays a biocidal quality
itself. Such microorganisms reaching the device's effluent port are thus
resisted and once the device is activated, such microorganisms are flushed
downstream. If heavy metals are present in the water, KDF-55 media can
also accomplish heavy metal reduction as described below.
Since Giardia lamblia cysts are highly resistant to biocidal resins but are
a common problem in areas having non-potable water, a 3-micron screen is
employed after the last chamber to retain this class of microorganisms in
the filter as they cannot pass through such screen due to their being
larger in size than the size of the openings in the screen.
The device of this invention meets its goals of a direct, constant flow,
in-line water sterilizer without the necessity of a separate holding tank
or complex channeling structures as the device allows for the continuous
flow of water therethrough at usable high flow rates. It is thus a further
goal of this invention to be able to provide flow rates greater than the
flow rates of prior art filters not benefiting from the use of the
extended contact time chamber of this invention. It is yet a further
object of this invention that it will destroy bacteria, most viruses and
retain Giardia lamblia cysts therein so that they will be eliminated from
the resulting drinking water without the need for holding tanks which slow
down the water flow rate considerably.
BRIEF DESCRIPTION OF THE DRAWINGS
FIG. 1 illustrates a side view of the in-line filter of the device of this
invention mounted on a cold water pipe having an inlet and an outlet.
DESCRIPTION OF THE PREFERRED EMBODIMENT(S)
FIG. 1 illustrates a side view of the cylindrical, continuous flow filter
housing 10 of this invention mounted in-line in a cold water pipe having
influent end 13 and effluent end 28. Filter housing 10 can be of any
diameter and is preferably made of polypropylene. A typical filter
diameter can be 15/8-21/2 inches. The chambers described below are
linearly aligned within the filter housing, one after the other. In use,
non-potable water entering the filter first passes through biocidal resin
chamber 12, the diameter of which can be somewhat narrower than the
diameter of filter housing 10. The water in chamber 12 is in%contact with
the iodide/iodine from the biocidal resin, as described above which
contact causes the microorganisms' cell membranes to rupture resulting in
the microorganisms' destruction. The length of the biocidal resin chamber
should be equal to, or greater than, its diameter. The flow rate must
correspond to the cubic volume of the biocidal resin such that a minimum
direct contact time of 2 seconds is accomplished between the biocidal
resin and the microorganisms. The water is then passed through turbulating
disk 14 which has a plurality of short, tubular openings 15 therein
disposed at various angles to the length of the pipe and hence the
direction of the water flow. The positioning of the tubular openings
causes the water to pass therethrough in a turbulant fashion immediately
into extended contact time chamber 16 which, when there is no water flow,
is an empty portion of filter housing 10. Disk 14 can have, in one
embodiment, several tubular openings provided at angles therein so that
the water flow is given a turbulent, twisting action as it passes
therethrough, creating a turbulence in the water within extended contact
time chamber 16. Because of the length of the extended contact time
chamber, the water is contained therein as it passes therethrough for a
sufficient period of time to allow the iodinated resins to continue their
killing action of the microorganisms until such microorganisms are
completely destroyed.
It should be noted that the extended contact time chamber of this invention
is not analogous to the holding tanks of the prior art. Holding tanks of
the prior art contain non-potable water which passes through a
high-residue biocide such as Pentapure brand resin during which time the
water acquires a level of biocide of up to 13 ppm. Many holding tanks
provide for the water to sit therein for a period of up to 2 minutes. Such
high-residue resins tend to exhaust themselves prematurely and are later
difficult to remove from the water because of their high concentration.
The filter of this invention uses low-level residue resins such as MCV
brand resin which imparts less than 4 ppm of biocide initially, gradually
reducing such level to 2 ppm at which time such low-level residue biocide
must be replaced. The holding tank filters of the prior art cannot work
with such low-level residue resins, and it is the extended contact time
chamber of this invention that makes it possible to use such low-level
residue resins which allow for the later excellent biocide removal levels
of this invention.
In the filter of this invention cysts are retained in the filter housing by
a 3-micron screen 26 or screen having smaller apertures, as will be
described further below, and are not destroyed.
The water flow rate through the device of this invention is increased
dramatically over the flow rate of the prior art by using the extended
contact time chamber 16 in the linear, in-pipe-line filter of this
invention with low level residue biocidal resins. What is destroyed in the
device of this invention in the extended contact time chamber are the
microorganisms which remain therein for a longer time in contact with the
iodine/iodide of the biocidal resin as the water flow passes through
extended contact time chamber 16 until the water passes through Separation
pad 18 into biocidal removal media chamber 20 which media, in some
embodiments, can be activated carbon or a special resin designed for such
purpose. The cubic volume of the biocidal removal media should be
generally at least three to five times the cubic volume of the biocidal
resin where at least a 99% removal rate is desired. A greater volume ratio
of biocidal removal media to biocidal resin can be utilized if a greater
water flow rate is desired. After the iodine/iodide is removed in the
biocidal removal media chamber 20, the water then passes through a second
separation pad 22 into the back contamination barrier chamber 24. Chamber
24 can contain at least 1 inch of bacteriostatic media such as KDF-55
media which is a commercial product produced by KDF Company, 126 S.
Washington Street, Constantine, Mich. 49042 or equivalent media. KDF-55
media is a proprietary mixture of Zinc and copper heated and flaked into
tiny pieces which, as water is passed therethrough, provides for an
exchange of ions because of an oxidation reduction process which is
initiated therein such that heavy metals in the water attach to the
zinc/copper complex of the KDF-55 media as the water passes therethrough.
Also, since such media is slightly bacteriocidal, it acts as an excellent
barrier to prevent back contamination by keeping bacteria from entering
the filter from downstream of effluent end 28.
Extended contact time chamber 16 is the key to the success of the invention
herein as water is not required to remain stationary therein as required
in prior art holding tanks since screen 26 is used for cyst retention
within the filter housing, allowing the cysts to be collected and retained
without needing long time periods of chemical action to destroy them. The
longer the length of extended contact time chamber 16 within the device of
this invention, the greater the period of contact time of the
iodine/iodide in the biocidal resin with microorganisms present in the
water. The cubic volume of the extended contact time chamber has been
determined to allow sufficient additional iodine/iodide/microorganism
contact time at a level of 12 cubic inches of volume to safely destroy
99.9999% of all bacteria and most virus strains at a minimum flow rate of
1.5 liters per minute. If the flow rate is to be increased, the cubic
volume of the primary iodinated resin bed must be established to provide a
minimum initial contact of two seconds, while the extended contact time
chamber should be increased to 12 cubic inches for each 1.5 liters of flow
rate. A flow rate of 3 liters per minute would then require an extended
contact time chamber of not less than 24 cubic inches.
This ability of the present invention to provide a high flow rate is a key
feature of this invention which can purify water by providing an extended
contact time chamber, easily accommodating an increased flow rate while
still maintaining a thorough destruction microorganisms in the water.
Although the present invention has been described with reference to
particular embodiments, it will be apparent to those skilled in the art
that variations and modifications can be substituted therefor without
departing from the principles and spirit of the invention.
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