AU648019B2 - Improvements in filtration - Google Patents
Improvements in filtrationInfo
- Publication number
- AU648019B2 AU648019B2 AU52662/90A AU5266290A AU648019B2 AU 648019 B2 AU648019 B2 AU 648019B2 AU 52662/90 A AU52662/90 A AU 52662/90A AU 5266290 A AU5266290 A AU 5266290A AU 648019 B2 AU648019 B2 AU 648019B2
- Authority
- AU
- Australia
- Prior art keywords
- blend
- filter
- waste
- fibre material
- adsorptive
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Ceased
Links
- 238000001914 filtration Methods 0.000 title claims description 30
- 230000006872 improvement Effects 0.000 title description 3
- 239000000203 mixture Substances 0.000 claims description 73
- 239000000463 material Substances 0.000 claims description 42
- 239000002699 waste material Substances 0.000 claims description 27
- 239000000835 fiber Substances 0.000 claims description 22
- 230000000274 adsorptive effect Effects 0.000 claims description 20
- 239000007788 liquid Substances 0.000 claims description 17
- 239000000843 powder Substances 0.000 claims description 16
- 238000000034 method Methods 0.000 claims description 14
- 239000012530 fluid Substances 0.000 claims description 13
- 230000008569 process Effects 0.000 claims description 12
- 239000000470 constituent Substances 0.000 claims description 8
- 239000002657 fibrous material Substances 0.000 claims description 5
- 238000011268 retreatment Methods 0.000 claims description 5
- 238000003780 insertion Methods 0.000 claims description 2
- 230000037431 insertion Effects 0.000 claims description 2
- 238000011144 upstream manufacturing Methods 0.000 claims 1
- OKTJSMMVPCPJKN-UHFFFAOYSA-N Carbon Chemical compound [C] OKTJSMMVPCPJKN-UHFFFAOYSA-N 0.000 description 19
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 18
- 239000000356 contaminant Substances 0.000 description 10
- 230000035699 permeability Effects 0.000 description 10
- 239000007787 solid Substances 0.000 description 9
- 239000000126 substance Substances 0.000 description 8
- QVGXLLKOCUKJST-UHFFFAOYSA-N atomic oxygen Chemical compound [O] QVGXLLKOCUKJST-UHFFFAOYSA-N 0.000 description 7
- 229910052760 oxygen Inorganic materials 0.000 description 7
- 239000001301 oxygen Substances 0.000 description 7
- 238000001179 sorption measurement Methods 0.000 description 7
- 238000002834 transmittance Methods 0.000 description 7
- 239000011651 chromium Substances 0.000 description 6
- 238000012360 testing method Methods 0.000 description 6
- 239000002351 wastewater Substances 0.000 description 6
- 230000004888 barrier function Effects 0.000 description 5
- 229910052799 carbon Inorganic materials 0.000 description 5
- 230000000694 effects Effects 0.000 description 5
- 239000003344 environmental pollutant Substances 0.000 description 5
- 239000012528 membrane Substances 0.000 description 5
- 239000003921 oil Substances 0.000 description 5
- 231100000719 pollutant Toxicity 0.000 description 5
- ZWEHNKRNPOVVGH-UHFFFAOYSA-N 2-Butanone Chemical compound CCC(C)=O ZWEHNKRNPOVVGH-UHFFFAOYSA-N 0.000 description 4
- VYZAMTAEIAYCRO-UHFFFAOYSA-N Chromium Chemical compound [Cr] VYZAMTAEIAYCRO-UHFFFAOYSA-N 0.000 description 4
- 239000002250 absorbent Substances 0.000 description 4
- 230000002745 absorbent Effects 0.000 description 4
- 229910052804 chromium Inorganic materials 0.000 description 4
- 239000000706 filtrate Substances 0.000 description 4
- 239000012535 impurity Substances 0.000 description 4
- 239000002245 particle Substances 0.000 description 4
- YMWUJEATGCHHMB-UHFFFAOYSA-N Dichloromethane Chemical compound ClCCl YMWUJEATGCHHMB-UHFFFAOYSA-N 0.000 description 3
- 238000004458 analytical method Methods 0.000 description 3
- 238000011109 contamination Methods 0.000 description 3
- 230000001473 noxious effect Effects 0.000 description 3
- 230000008439 repair process Effects 0.000 description 3
- 239000004753 textile Substances 0.000 description 3
- 239000011701 zinc Substances 0.000 description 3
- 229920000742 Cotton Polymers 0.000 description 2
- ISWSIDIOOBJBQZ-UHFFFAOYSA-N Phenol Chemical compound OC1=CC=CC=C1 ISWSIDIOOBJBQZ-UHFFFAOYSA-N 0.000 description 2
- HCHKCACWOHOZIP-UHFFFAOYSA-N Zinc Chemical compound [Zn] HCHKCACWOHOZIP-UHFFFAOYSA-N 0.000 description 2
- 230000008901 benefit Effects 0.000 description 2
- 235000012206 bottled water Nutrition 0.000 description 2
- 239000000919 ceramic Substances 0.000 description 2
- 238000013461 design Methods 0.000 description 2
- 239000003651 drinking water Substances 0.000 description 2
- 238000005108 dry cleaning Methods 0.000 description 2
- 238000002474 experimental method Methods 0.000 description 2
- 239000010419 fine particle Substances 0.000 description 2
- 239000004519 grease Substances 0.000 description 2
- 239000002440 industrial waste Substances 0.000 description 2
- 238000013508 migration Methods 0.000 description 2
- 230000005012 migration Effects 0.000 description 2
- 230000000704 physical effect Effects 0.000 description 2
- 230000009467 reduction Effects 0.000 description 2
- 229910052725 zinc Inorganic materials 0.000 description 2
- WSLDOOZREJYCGB-UHFFFAOYSA-N 1,2-Dichloroethane Chemical class ClCCCl WSLDOOZREJYCGB-UHFFFAOYSA-N 0.000 description 1
- -1 Compounds Chloride Ketone Chemical class 0.000 description 1
- UCKMPCXJQFINFW-UHFFFAOYSA-N Sulphide Chemical compound [S-2] UCKMPCXJQFINFW-UHFFFAOYSA-N 0.000 description 1
- 238000010521 absorption reaction Methods 0.000 description 1
- 239000003463 adsorbent Substances 0.000 description 1
- 238000009360 aquaculture Methods 0.000 description 1
- 244000144974 aquaculture Species 0.000 description 1
- 239000001055 blue pigment Substances 0.000 description 1
- 230000002939 deleterious effect Effects 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 239000013505 freshwater Substances 0.000 description 1
- 239000007789 gas Substances 0.000 description 1
- 239000010985 leather Substances 0.000 description 1
- 239000010808 liquid waste Substances 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000010422 painting Methods 0.000 description 1
- 150000002978 peroxides Chemical class 0.000 description 1
- 239000003209 petroleum derivative Substances 0.000 description 1
- 229920002689 polyvinyl acetate Polymers 0.000 description 1
- 239000011118 polyvinyl acetate Substances 0.000 description 1
- 238000002360 preparation method Methods 0.000 description 1
- 238000004321 preservation Methods 0.000 description 1
- 238000012552 review Methods 0.000 description 1
- 239000013535 sea water Substances 0.000 description 1
- 239000010865 sewage Substances 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 229920002994 synthetic fiber Polymers 0.000 description 1
- 150000003568 thioethers Chemical class 0.000 description 1
- 238000012546 transfer Methods 0.000 description 1
- 238000011179 visual inspection Methods 0.000 description 1
Landscapes
- Glass Compositions (AREA)
- Seal Device For Vehicle (AREA)
Description
IMPROVEMENTS IN FILTRATION The present invention relates to filtration cartridges and more particularly relates to cartridges for use in removing contaminants and impurities from effluents. The vexing problem of removal and disposal of contaminants and impurities from industrial wastes has existed for some time. Many attempts have been made to filter liquid industrial wastes so that the filtered liquid may be of a quality suitable for discharge into the sewer mains or as acceptable secondary effluent into water courses. According to another method of waste disposal, unfiltered noxious wastes are often dumped in certified waste disposal dumps however, very little is known about the possible deleterious effects on the water cycle that dumping liquid wastes in this way may cause irrespective of the coefficient of permeability of the soil in which the wastes are deposited. The same lack of knowledge on full environmental effects exists in relation to contaminated liquids discharged into water courses and oceans. This has forced the relevant authorities to review existing standards so that effluent qualities must be improved.
Many industries have, in the past, used filtration plants and other types of process plants, (e.g. Dissolved Air Floatation, Coaiescent inclined Plate Pak, Chemical Dosing, etc.), to treat effluents however, the results of treatment vary considerably according to the type of plants used and the nature of the contaminant impurity to be removed from a particular effluent. This has led to development of many different types of adsorbant filter cartridges for use in filtration plants. The cartridges differ in configuration and in the material which is used to effect the filtration. They are generally disposable and have varying life spans which are related to the nature of the material which is to be filtered. The life of the filter is related to the surface area used to remove particulates, slimes, oil, etc. , and in the case of contaminants to be removed from
solution, to the adsorption characteristics of the filter material and to the total adsorptive surface area made available by the filter material.
Among the prior art cartridges are those which have pleated synthetic material which is intended to present a large surface area to the liquid being filtered for the removal of particulates. The larger the surface area the greater the potential life of a filter. These filters have been used with some success, however, their life is reduced due to clogging of the filter membranes.
One material which has previously been employed in absorbent filter cartridges is activated carbon. Such carbon is an efficacious material for filtration of particularly noxious trade wastes which require strict disposal controls because it has quite good adsorptive capability.
The aim of the use of the cartridges is to achieve a level of purity in a filtered liquid such that it may be recirculated in the process for reuse or discharged into the sewerage system or into a watercourse or ocean outfall, One problem which exists is in the disposal of the used cartridges as these still contain the noxious ■ substances which are filtered from effluents. It is therefore desirable to increase cartridge life so that the cartridge disposal occurs less often resulting in obvious practical and economic advantages. This can be done by the production of a more efficient cartridge and it is this aspect of filtration to which the present invention is primarily directed. It is therefore an object of the present invention to provide a filter cartridge having filtration materials therein which through their physical properties enable more efficient and more complete filtration of contaminent and impurities than has been possible in the prior art filters.
It is a further object of the invention to provide a filter material blend which improves filtration without compromise to the adsorption capabilities and permeability
of the filter blend. In fact, the present invention markedly improves the adsorption of contaminants due to the special filter blend materials used. Furthermore, the larger available adsorptive surface area of the filter material is achieved with the blend and within a given volume of the cartridge in comparison to the prior art cartridges.
As adsorptive filter cartridges have extensive use in industry (for instance it is estimated that more than six million cartridges are used per year in the U.S.A. in the dry cleaning industry alone) , and as cartridges are employed in up to 70% of dry cleaning machines in the U.S.A., the benefits to industry and to the environment of effecting improvements in the efficiency of and prolonging the life of cartridges are obvious.
According to the commonly used prior art cartridges, carbonaceous filter materials (usually Granular Activated Carbon) are used whereby the pollutants to be removed from solution are adsorbed onto the exposed surface area of the carbon which facilitates absorption of the contaminants. Ideally, a filter cartridge should contain a filter material blend which maximises the available adsorptive surface area has good adsorption properties and has a permeability which allows the passage of the fluid through the filter at a velocity of the fluid falling within a range commensurate with the type of material which is to be filtered from the solution.
It has been found from experience and experiment that there is a marked improvement in the filtration properties of a filter if a particular blend of particulate adsorptive material is used in a filter cartridge. Surprising filtration results have been found when a blend of the materials ACTIVAID P42 Powder, ACTIVAID FI2 fibre and ACTIVAID F52 fibre are used. ACTIVAID P42 is a trademark name for what is essentially a carbonaceous adsorptive powder, similarly ACTIVAID F12 and F52 fibre is a trademark name for fibrous absorbents. Other materials which may be used include traditional powdered activated
carbon as a substitute for ACTIVAID P42, and gravel for increasing the permeability of the mix.
Typical proportions of a blend of the aforesaid constituents are 20% P42 powder, 40% F12 fibre and 40% F52 fibre. This example proportionality is not to be construed as a limiting mix of the blend. A possible range of proportions for each constituent would be P42 powder 5 to 35%, F12 20 to 60%, F52 20% to 60%.
It will be appreciated that the combination of the above and other analogous constituents are potentially infinite.
Where the blend is used for treating gases, F52 fibre only may be the only constituent used to ensure adequate permeability and minimum pressure drop in the feeding line. Gravel may also be included with such a fibre to further increase permeability.
In one broad form the present invention comprises: a system for the treatment or treatment and retreatment of contaminated fluid waste of the type comprising; a source or reservoir of contaminated waste linked to a fluid discharge or circulation network of pipes, means in the network for urging the contaminated fluid waste through the network, characterised in that the treatment and retreatment is effected by the insertion into the said network of at least one receptacle or housing adapted to receive therein a preselected blend of at least a carbonaceous powder, a first adsorptive fibrous material and a second adsorptive fibrous material to form a cartridge which is permeable to the said fluid.
In another broad form the invention comprises a filter blend for use in treatment of contaminated fluid waste comprising a fibre material or at least a combination of a carbonaceous powder, a first fibre material and a second fibre material.
In a further broad form, the present invention comprises a filter blend, said blend being contained in a receptacle or housing.
In the preferred embodiment filtration of the waste occurs by but not limited to adsorption adherence of the waste onto the surface area of particulate blend materials, and by inter olecular attraction between the waste material and the surfaces of the particulate constituents of the blend.
The invention will now be described in more detail according to a preferred but non-limiting embodiment of the invention wherein; Figure 1 shows the configuration of a cartridge according to one embodiment of the apparatus aspect of invention. Figure 2 shows an elevational view of the cartridge of figure 1. Figure 3 shows a configurational layout of one example of a treatment system according to a preferred embodiment of the systems aspect of the invention. Figure 4 shows a configurational layout of a second example of a treatment system according to a preferred embodiment of the systems aspect of the invention. Figure 5 shows a configurational layout of a third example of a treatment system according to a preferred embodiment of the systems aspect of the invention. Figure 6 shows a configurational layout of a fourth example of a treatment system according to a preferred embodiment of the systems aspect of the invention.
Referring to figure 1 there is shown a cartridge 1 which comprises a housing 2. The housing has disposed therewithin a receptacle 3 which is adapted to hold filter blend 3' . The configuration of the cartridge which is illustrated is by no means to be construed as limiting to the types of cartridge designs which may be used. The critical part of the cartridge lies in the blend of constituents which form the blend 3 ' and the bed depth and
as such the shape and configuration of the cartridge is variable to suit requirements.
According to prior art filter methodology, traditional activated carbon is available as powdered activated carbon (PAC), granular activated carbon (GAC) and extruded activated carbon (EAC) . The difficulty with such traditional activated carbons used in filter cartridges especially in the form of PAC, is that it would form an impermeable barrier if used in the manner of the present invention. If GAC is used in such manner as a compromise to ameliorate the barrier effect the amount of available adsorptive surface area is reduced. If a combination of GAC and PAC is used, the PAC particles will migrate to the downstream face and eventually form an impermeable barrier. Once the impermeable barrier is formed the process of filtration halts.
In contrast, where a blend of the aforesaid ACTIVAID materials are blended for use in cartridge filtration of contaminated solutions surprising results are achieved. Firstly, the barrier effect does not occur as there is no migration of fine particles. Secondly, there is a significant increase in the adsorptive surface area available to the material to be filtered due to the fineness of the particles. Thirdly, a satisfactory permeability is maintained in the blend 3' due to the physical properties of the spiky skeletal fibres.
Any migration of the fine particles is prevented by appropriate selection of constituent particles within the blend. The preservation of permeability of the blend is critical to the maintenance of appropriate velocities of the material to be filtered. It has been found through trial and error experimentation that particular threshold velocities are appropriate for the effective filtration of particular substances. This is largely due to the varying adsorption rates of the contaminants. The variable velocities are facilitated by the design permeability of the core of the filter and the rate at which the liquid is
pumped through the cartridge.
Experiment has shown that the best filtration results are achieved when the velocity of the liquid through the core is within the range of O.Olcm/sec to l.Ocm/sec. The more contaminated the liquid the slower the velocity of the liquid through the core. For instance, water containing a dye is passed through the core at a much higher velocity than liquids contaminated with oils degreasers, petroleum products for instance as less time is required for adsorption of the dye particles.
The range of liquids and contaminants which can be treated with the unique blend of ACTIVAID adsorbents in the cartridge configuration, is large. Most industrial liquid trade wastes, may be filtered together with process water (both fresh and seawater) in aquaculture projects, and potable water.
In an alternative embodiment of the invention (not shown) a cartridge may be fabricated having a filtration element comprising a blend as described above sandwiched between two permeable membranes. To obtain a large surface area the sandwich membrane may be disposed in a zig zag configuration within the filter. Alternatively, the filtration element may comprise a series of modular panels formed of the blend sandwiched between filaments. Such filter elements can be in the form of elements which are replaced by new ones at the end of their useful life, or alternatively, they can be in the form of fixed filaments from within which the spent media blend is removed and recharged with new media blend. What follows below are tables of test results which indicate the effect of filtration of contaminated waste water via the ACTIVAID blend contained within a cartridge. The first table shows a quantitative comparison between an untreated and treated sample of dye house waste water containing BLUE PIGMENT DYE, PEROXIDE AND POLYVINYL acetate.
TABLE 1
Sample % Light Transmittance Total chemical Total Condition at wave length 470 Nm Oxygen demand Suspended in 1cm cuvette C.O.D. Mg/L Solids mg/L
UNTREATED 0% 2,440 7,590
Treated in 98% 35 31
ACTIVAID
Cartridge
The second table shows a quantitative comparison between an untreated and treated sample of waste water from a vehicle service station.
TABLE 2 Sample % Light Transmittance Total chemical Total
Condition at wave length 470 Nm Oxygen demand Suspended in 1cm cuvette C.O.D. Mg/L Solids mg/L
UNTREATED 0% 3,621 854 Treated in 97% 76 21
ACTIVAID
Cartridge
As can be seen from the above tables, the effects of filtration using the ACTIVAID blend are quite dramatic. Highly contaminated solutions with no light transmittance are able to be filtered to provide almost complete removal of suspended solids. Other pollutants and chemical oxygen demand are also reduced.
Visual inspection of filtered samples indicates that the liquid filtered is clear, allowing almost 100% light transmittance and in some cases the result is a clearer liquid than potable water.
It will be seen from the aforesaid description of the present invention and its various embodiments that the invention is arrived at by consideration of various parameters involved in filtration including velocity of
liquid, nature of contaminant to be filtered, extent of available adsorptive surface area, permeability of the filtration blend, composition of filtration blend all of which must be taken into account when arriving at the final mix of the blend.
Practical tests were carried out for the treatment of contaminated waste using the blend according to the apparatus aspect of the present invention.
EXAMPLE 1
This example relates to a project where waste waters resulting from the preparation and painting of fighter aircraft had been accumulated in a large concrete basin.
The principal contaminants in the effluent were phenol, methylethylketone, (ME ) , and ethylene chlorides.
175,000 litres of the contaminated water were treated through the system, and after treatment, discharged to a biological sewage treatment plant on the Base.
It will be seen by reference to the laboratory analyses enclosed, (which were done on samples taken at the start of the operation, and after 100,000 litres had been treated), that the phenol had been reduced from 31 mg per litre to less than 0.05 mg per litre.
The MEK was reduced from 30 mg per litre to less than 0.25 mg per litre, arid the methylene chloride from 0.31 mg per litre to less than 0.05 mg per litre.
These pollutants are recognised as being difficult to remove by prior art processes, and the removal efficiencies obtained using the treatment process of the present invention were quite remarkable.
Referring to figure 3, item 4, is the concrete basin containing the contaminated water; item 5 is a pump; item 6 is a 1,000 litre transfer tank; item 7 is a pump; item 8 is a filter module containing a ceramic absorbent media; item 9 is a filter module in which the septum is coated with a known High Carbon Filter Powder, .
Item 10 is another pump, whilst item 11 is another filter module containing a specially coated pleated textile membrane; items 12 and 13 are two filter modules
operating in parallel, each of which is fitted with two cartridges containing the blend of materials in accordance with this invention.
Item 14 is another pump; items 15 and 16 are two filter modules operating in parallel, each of which is fitted with two cartridges containing the blend of materials in accordance with this invention.
Set out below are tabulated results of tests on treated samples. Samples were received at the laboratory and analysed as directed with the following results:- Sample Total Phenolic Methylene Methyl Ethyl
Description Compounds Chloride Ketone
Raw 31 0.31 30
Treated after 500 litres Less than 0.05 Less than 0.05 Less than 0.25
Treated after
100,000 litres Less than 0.05 0.08 Less than 0.25 EXAMPLE 2
This example relates to a trial recently carried out at a radiator repair shop from which the trade waste effluent was known to contain lead contamination greatly in excess of the acceptance standards for discharge to sewer.
A trade waste system was set up at the radiator repair factory in accordance with the enclosed process flow sheet; waste water was pumped from an existing concrete tank, treated through the process plant, and delivered to the treated water tank.
The analyses of the effluent before treatment, and the treated water sample after treatment indicate that the very high lead content was reduced from 110 mg per litre to less than 0.1 mg per litre; the zinc contamination from 52 mg per litre to 0.02 mg per litre, and the chromium contamination from 0.36 mg per litre to less than 0.06 mg
per litre .
Substantial reductions were also achieved in total dissolved solids and total suspended solids.
The quality of the treated water conformed with the acceptance standards for discharge to sewer and was of acceptable quality for recirculation in the radiator repair process thus resulting in substantial savings to the owner of the factory.
Referring to figure 4; item 17 is a small drip, feeder for delivering a small concentration of flocculant to the incoming effluent stream. Item 18 is an existing concrete settling tank; item 19 is a pump; items 20 and 21 are filter modules operating in series each of which contain ceramic absorbent media for the removal of suspended oil.
Items 22 and 23 are filter modules operating in parallel, each of which contain specially coated pleated textile cartridges.
Items 24 and 25 are filter modules operating in series, each of which is fitted with a single cartridge containing the blend of materials in accordance with this invention.
Item 26 is an existing concrete treated water tank, and item 27 is an existing pump.
Set out below is a table of results of tests carried out on treated samples.
Acceptance Raw Water Clean Standard or Feed to Treated discharge Plant Water to sewer
Total Dissolved Solids
Total Suspended Solids 80 10 Total Chromium - Cr
Total Leads - Pb
Total Zinc - Zn
EXAMPLE 3 This example relates to a project in which waste water effluent from a leather tannery was treated to remove such pollutants as suspended solids, chromium, sulphides, oil and grease, biochemical oxygen demand, (B.O.D.), and chemical oxygen demand, (C.O.D.). Substantial reductions were obtained for each of the above pollutants, and as a result the treated water was of a suitable quality to meet the acceptance standards for discharge to sewer.
In this case the water was considered to be of acceptable quality for recirculation within the tannery works, resulting in substantial financial savings for the tannery owner.
In this example the process system used to treat the effluent can be identified from the process flow sheet as shown in Fig. 5, in which item 28 is a raw effluent tank; item 29 is a pump; item 30 is a filter module containing a septum which is coated with a known High Carbon Filter Powder.
Item 31 is a filter module containing a specially coated pleated textile membrane cartridge; item 32 is a pump; item 33 is a filter module which is fitted with a
single cartridge containing the blend of materials in accordance with this invention.
Item 34 is a filter module which is fitted with a single cartridge containing the blend of materials in accordance with this invention.
Set out below are tabulated results of tests on treated and untreated tannery sample. Date Received 22.01.90 22.01.90 Sample Identification Raw Treated
Sample Origin Tannery Tannery
Total Suspended 470 10 Solids mg/L
Total Chromium, Cr, 4.8 0.1
Sulphide, S. 1.45 0.02
Oil & Grease, mg/L 110
Biochemical oxygen 660 290 demand, BODς, mg/L
Chemical oxygen 1750 510 demand, 02, mg/L EXAMPLE 4
This example relates to a treatment process which was set up to remove colour, B.O.D., and C.O.D. from samples of cotton linter filtrate from a large paper mill. The laboratory analyses show that the dark brown colour of the filtrate, (a light transmittance of 33%), was transformed to water white, (a light transmittance of 96.5%). The BOD was reduced from 179 mg per litre to 66 mg per litre, and the COD from 989 mg per litre to 356 mg per litre.
The quality of the treated water was of an acceptable
standard to be diluted with other liquid generated from the mill, and finally discharged to an adjacent river.
Referring to Figure 6, items 35, 36 and 37 are 200 litre drums containing representative samples of the cotton linter filtrate; item 38 is a pump; item 39 is a filter module in which a septum is coated with a known High Carbon Filter Powder.
Items 40 and 41 are filter modules operating in parallel, each of which is fitted with two cartridges containing the blend of materials in accordance with this invention. Item 42 is a filter module which is fitted with two cartridges containing the blend of materials in accordance with this invention.
Set out below are tabulated results of tests carried out on treated and untreated samples. B.O.D. C.O.D. Colour (% Transmittance)
Raw Filtrate 179 mg/L 989 mg/L 33.0% Treated Water 66 mg/L 356 mg/L 96.5%
It will be recognised by persons skilled in the art that numerous variations and modifications may be made to the present invention without departing from the overall spirit and scope of the invention as broadly described herein.
Claims (22)
1. A system for the treatment or treatment and retreatment of contaminated fluid waste of the type comprising; a source or reservoir of contaminated waste linked to a fluid discharge or circulation network of pipes t means in the network for urging the contaminated fluid waste through the network, characterised in that the treatment and retreatment is effected by the insertion into the said network of at least one receptacle or housing adapted to receive therein a preselected blend of at least a carbonaceous powder, a first adsorptive fibrous material and a second adsorptive fibrous material to form a cartridge which is permeable to the said fluid.
2. A system according to claim 1 wherein the said cartridges are disposed in the network in series, in parallel or in series and in parallel between the reservoir and the outlet of the network or the location of commencement of retreatment.
3. A system according to claim 2 further comprising filters or other treatment processes upstream of said cartridges for pretreatment of said waste.
4. A system according to claim 3 wherein the said blend is selected according to the* waste to be treated.
5. A system according to claim 4 wherein the filtration rate of a particular contaminated waste material is dictated by the velocity of the waste through the filters.
6. A system according to claim 5 wherein the filtration of the waste is effected by attraction of the waste onto the surfaces of the particulate constituents of the blend.
7. A system according to claim 6 wherein the filter blend comprises a greater amount of the first adsorptive fibre material and second adsorptive fibre material combined compared to the amount of the carbonaceous powder.
8. A system according to claim 7 wherein a proportion of the carbonaceous powder in the blend falls within the range of 5% to 35% of the blend.
9. A system according to claim 8 wherein the proportion of the first adsorptive fibre material falls within the range of 20% to 60% of the blend.
10. A system according to claim 9 wherein the proportion of the second adsorptive fibre material falls within the range of 20% to 60% of the blend.
11. A filter blend for use in treatment of contaminated fluid waste comprising a fibre material or at least a combination of a carbonaceous powder, a first adsorptive fibre material and a second fibre material.
12. A filter blend according to claim 11 wherein the blend comprises a greater amount of the first fibre material and second fibre material combined compared to the amount of the carbonaceous powder.
13. A filter blend according to claim 12 wherein the proportion of the carbonaceous powder in the blend falls within the range 5% to 35% of the blend.
14. A filter blend according to claim 13 wherein the proportion of the second fibre material falls within the range 20% to 60% of the blend.
15. A filter blend according to claim 14 wherein the proportion of the first fibre material falls within the range of 20% to 60% of the blend.
16. A filter blend according to claim 15 wherein the fibrous materials and carbonaceous powder present a large adsorptive surface area to filter the waste fluid.
17. A filter blend according to claim 16 wherein the said first and second fibre materials have a spiky consistency.
18. A filter blend according to claim 17 wherein the blend is contained in a receptacle or housing.
19. A filter blend according to claim 18 wherein the blend is contained in at least one filtration element cavity in the housing and which is concentric about an inner core.
20. A filter blend according to claim 19 wherein the velocity of the liquid passing through the said inner core falls within the range of 0.01 cm/sec to 1.0 cm/sec.
21. A filter blend according to claim 20" wherein the filtration element is sandwiched between at least two permeable filaments.
22. A filter blend according to claim 21 wherein the filtration element/s comprises a series of modular panels having the blend therein and sandwiched between permeable filaments.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| AU52662/90A AU648019B2 (en) | 1989-03-03 | 1990-03-05 | Improvements in filtration |
Applications Claiming Priority (4)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| AUPJ3040 | 1989-03-03 | ||
| AUPJ304089 | 1989-03-03 | ||
| AU52662/90A AU648019B2 (en) | 1989-03-03 | 1990-03-05 | Improvements in filtration |
| PCT/AU1990/000091 WO1990009836A1 (en) | 1989-03-03 | 1990-03-05 | Improvements in filtration |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| AU5266290A AU5266290A (en) | 1990-09-26 |
| AU648019B2 true AU648019B2 (en) | 1994-04-14 |
Family
ID=25629798
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| AU52662/90A Ceased AU648019B2 (en) | 1989-03-03 | 1990-03-05 | Improvements in filtration |
Country Status (1)
| Country | Link |
|---|---|
| AU (1) | AU648019B2 (en) |
Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3705651A (en) * | 1971-09-10 | 1972-12-12 | Samuel H Klein | Filter system employing activated carbon, porous material and diatomaceous earth |
-
1990
- 1990-03-05 AU AU52662/90A patent/AU648019B2/en not_active Ceased
Patent Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3705651A (en) * | 1971-09-10 | 1972-12-12 | Samuel H Klein | Filter system employing activated carbon, porous material and diatomaceous earth |
Also Published As
| Publication number | Publication date |
|---|---|
| AU5266290A (en) | 1990-09-26 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US5466367A (en) | Industrial waste water treatment | |
| US5972216A (en) | Portable multi-functional modular water filtration unit | |
| US5236595A (en) | Method and apparatus for filtration with plural ultraviolet treatment stages | |
| US8475658B2 (en) | Water purification device for arsenic removal | |
| US6197193B1 (en) | Drinking water filter | |
| EA018289B1 (en) | Suspended media granular activated carbon membrane biological reactor system | |
| JP7305912B2 (en) | Systems and methods for treatment of contaminated fluids with low environmental impact | |
| CN108862747A (en) | Wastewater treatment and solids recovery system | |
| US4595509A (en) | Continuous separation process | |
| CA3048503A1 (en) | Activated rice husk filters, filter media, and methods | |
| CN109650653B (en) | Nickel-containing electroplating wastewater recycling treatment system and treatment method | |
| CA1140522A (en) | Bacteriostatic filter media | |
| EP0638050B1 (en) | Improvements in filtration | |
| EP0062543A1 (en) | Improved physical-chemical waste treatment method and apparatus | |
| AU648019B2 (en) | Improvements in filtration | |
| American Water Works Association | Microfiltration and Ultrafiltration Membranes for Drinking Water: M53 | |
| Cornwell | Treatment options for Giardia, Cryptosporidium, and other contaminants in recycled backwash water | |
| Laine et al. | Treatment of stormwater to bathing water quality by dissolved air flotation, filtration and ultraviolet disinfection | |
| NZ563091A (en) | Method for removing arsenic from water by exposing the water to iron followed by subsequent oxidation | |
| NZ247047A (en) | Treating contaminated fluid waste using filter cartridge containing a selected blend of carbonaceous and fibrous materials | |
| US6048461A (en) | Method and system for cleansing water from oil | |
| Matsumoto et al. | Filtration of primary effluent | |
| Wang | Diatomaceous earth precoat filtration | |
| JPH04506623A (en) | Improvements in filtration | |
| Becker | Using oxidants to enhance filter performance |