CA2367516A1 - Apparatus for cleaning of liquids comprising a granulated filter material - Google Patents
Apparatus for cleaning of liquids comprising a granulated filter material Download PDFInfo
- Publication number
- CA2367516A1 CA2367516A1 CA002367516A CA2367516A CA2367516A1 CA 2367516 A1 CA2367516 A1 CA 2367516A1 CA 002367516 A CA002367516 A CA 002367516A CA 2367516 A CA2367516 A CA 2367516A CA 2367516 A1 CA2367516 A1 CA 2367516A1
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- Prior art keywords
- filter
- grains
- filter bed
- density
- grain
- 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.)
- Abandoned
Links
- 239000000463 material Substances 0.000 title claims abstract description 49
- 239000007788 liquid Substances 0.000 title claims abstract description 25
- 238000004140 cleaning Methods 0.000 title claims abstract description 12
- 238000001914 filtration Methods 0.000 claims abstract description 16
- 239000008187 granular material Substances 0.000 claims abstract description 8
- 230000007423 decrease Effects 0.000 claims abstract description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 8
- 239000004927 clay Substances 0.000 claims description 6
- 239000010865 sewage Substances 0.000 claims description 2
- 238000009826 distribution Methods 0.000 abstract description 4
- 238000004062 sedimentation Methods 0.000 abstract description 4
- 238000000034 method Methods 0.000 abstract description 2
- 239000010410 layer Substances 0.000 description 31
- VYPSYNLAJGMNEJ-UHFFFAOYSA-N Silicium dioxide Chemical compound O=[Si]=O VYPSYNLAJGMNEJ-UHFFFAOYSA-N 0.000 description 15
- 239000004576 sand Substances 0.000 description 13
- 239000003651 drinking water Substances 0.000 description 4
- 235000020188 drinking water Nutrition 0.000 description 4
- 239000000203 mixture Substances 0.000 description 3
- 239000002223 garnet Substances 0.000 description 2
- 239000002245 particle Substances 0.000 description 2
- 238000003860 storage Methods 0.000 description 2
- 238000011144 upstream manufacturing Methods 0.000 description 2
- OKTJSMMVPCPJKN-UHFFFAOYSA-N Carbon Chemical compound [C] OKTJSMMVPCPJKN-UHFFFAOYSA-N 0.000 description 1
- RHZUVFJBSILHOK-UHFFFAOYSA-N anthracen-1-ylmethanolate Chemical compound C1=CC=C2C=C3C(C[O-])=CC=CC3=CC2=C1 RHZUVFJBSILHOK-UHFFFAOYSA-N 0.000 description 1
- 239000003830 anthracite Substances 0.000 description 1
- 229910052799 carbon Inorganic materials 0.000 description 1
- 230000015271 coagulation Effects 0.000 description 1
- 238000005345 coagulation Methods 0.000 description 1
- 230000003247 decreasing effect Effects 0.000 description 1
- 230000002349 favourable effect Effects 0.000 description 1
- 239000000706 filtrate Substances 0.000 description 1
- 238000011010 flushing procedure Methods 0.000 description 1
- 239000006260 foam Substances 0.000 description 1
- 239000003864 humus Substances 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000002994 raw material Substances 0.000 description 1
- 238000005070 sampling Methods 0.000 description 1
- 239000000377 silicon dioxide Substances 0.000 description 1
- 238000013517 stratification Methods 0.000 description 1
- 238000005406 washing Methods 0.000 description 1
Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B01—PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
- B01D—SEPARATION
- B01D39/00—Filtering material for liquid or gaseous fluids
- B01D39/02—Loose filtering material, e.g. loose fibres
Landscapes
- Chemical & Material Sciences (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Filtering Materials (AREA)
- Filtration Of Liquid (AREA)
Abstract
The present invention concerns a granulated material and the use of this in depth filters for the cleaning of liquid. The material consists of grains of one single material with varying density and diameter. The grain density increases when the grain diameter decreases in such a way that an ideal distribution of the grain size from coarse to fine in the flowing direction of the liquid down through the filter bed is achieved as a result of the sedimentation of the grains after ended backwash and corresponding expansion of the bed. The filter bed's design and properties can be adapted to various filtration purposes and the entire filter bed can be supplied as one total package from the same supplier. The properties of the grains can be manipulated and an ideal filter bed can be put together to optimise cleaning processes and the use of the filter, without the need of using several filter media.
Description
Ag~paratu a for cleaning cf )_iquids compr_ .sing a c~r_anuJ_a~ted fui.~=er material.
The present application concerns an apparatus for the cleaning of liquids, s comprising a filter bed for downstream filtration of the liquid, said filter bed com-prising one or more granulated materials. The invention also describes the use of the filter material in an apparatus for the cleaning of liquid comprising a filter bed for downstream filtration of the liquid.
When removing particles from liquids by means of deep bed filters, it is o known that filter beds operates at its optimum when the efficiency of filtration, or the filter coefficient for the filter, increases in the direction of flow of the liquid, and this can be achieved by letting the filter grain size decrease in the direction of flow of the liquid through the filter bed. Today this ideal situation is attempted achieved by using upstream filters or two- or multimedia downstream filters.
Up-~s stream filtration has certain disadvantages relating to its operation, and will not be described further. Downstream filterbeds are based on a combination of two-or several different filter materials with different grain size and density, such as anthrasite, silica sand and garnet sand. Normally, are one or several relatively thin support layers of coarse material situated underneath the main filter bed.
ao The support layers are not a part of the filter bed and have no function except from keeping the filter bed in place, and to contribute to an even distribution of the backwash water, etc. and will not be further dealt with.
To be able to keep the desired stratification and grain distribution from coarse to fine down through such filter beds, that are regularly cleaned by back-Zs washing and expansion, followed by the sedimentation of the grains back into the filter bed, is it necessary that coarse grains have a lower sinking rate than the smaller grains. This is achieved by letting the filter materials in the different layers of the filter bed, besides being of a dissimilar grain size, have different densitites, e.g. coarsely grained anthrasites with low density in the upper filter layers and 3o finely grained sand with higher density in the lower layers.
Two- or multimedia filters of such type are well described in the related lit-erature, such as Ives, K.J.: Basic Concepts of Filtration, Degremont: Water Treatment Handbook, B. Eikebrokk: Dr. Ing. avhandling, NTH, 1982. Such tradi-tional filters are described in the patent literature, for instance EP 0163 531 B1, US 3,814,247 and US 3,343,680.
The advantages of two- or multimedia filters as compared to single me-dium filters are also thoroughly described and there are many descriptions of how two- or multimedia filters should be designed in terms of materials that can give favourable combinations of density and grain size. An example of this is shown on fig. 1 (Ives, K.J., Zeitschrift fur Wasser- and Abwasser-Forschung, 12, No.
The present application concerns an apparatus for the cleaning of liquids, s comprising a filter bed for downstream filtration of the liquid, said filter bed com-prising one or more granulated materials. The invention also describes the use of the filter material in an apparatus for the cleaning of liquid comprising a filter bed for downstream filtration of the liquid.
When removing particles from liquids by means of deep bed filters, it is o known that filter beds operates at its optimum when the efficiency of filtration, or the filter coefficient for the filter, increases in the direction of flow of the liquid, and this can be achieved by letting the filter grain size decrease in the direction of flow of the liquid through the filter bed. Today this ideal situation is attempted achieved by using upstream filters or two- or multimedia downstream filters.
Up-~s stream filtration has certain disadvantages relating to its operation, and will not be described further. Downstream filterbeds are based on a combination of two-or several different filter materials with different grain size and density, such as anthrasite, silica sand and garnet sand. Normally, are one or several relatively thin support layers of coarse material situated underneath the main filter bed.
ao The support layers are not a part of the filter bed and have no function except from keeping the filter bed in place, and to contribute to an even distribution of the backwash water, etc. and will not be further dealt with.
To be able to keep the desired stratification and grain distribution from coarse to fine down through such filter beds, that are regularly cleaned by back-Zs washing and expansion, followed by the sedimentation of the grains back into the filter bed, is it necessary that coarse grains have a lower sinking rate than the smaller grains. This is achieved by letting the filter materials in the different layers of the filter bed, besides being of a dissimilar grain size, have different densitites, e.g. coarsely grained anthrasites with low density in the upper filter layers and 3o finely grained sand with higher density in the lower layers.
Two- or multimedia filters of such type are well described in the related lit-erature, such as Ives, K.J.: Basic Concepts of Filtration, Degremont: Water Treatment Handbook, B. Eikebrokk: Dr. Ing. avhandling, NTH, 1982. Such tradi-tional filters are described in the patent literature, for instance EP 0163 531 B1, US 3,814,247 and US 3,343,680.
The advantages of two- or multimedia filters as compared to single me-dium filters are also thoroughly described and there are many descriptions of how two- or multimedia filters should be designed in terms of materials that can give favourable combinations of density and grain size. An example of this is shown on fig. 1 (Ives, K.J., Zeitschrift fur Wasser- and Abwasser-Forschung, 12, No.
3/4/79, pp. 108). With this figure as reference, two- or multimedia filters can be put together and comprise two- or several dissimilar materials (filter layers) where o density and grain size are chosen to fulfil two essential criteria of function: firstly, that filter layers must be composed of materials with such a grain size and den-sity that liquid on its way through the filter bed first encounters a filter layer with the largest filter grains, and thereafter layers with reduced filter grain size, and, secondly, that materials (the filter layers) must have dissimilar sinking rates in ~s order to make the materials (layers) maintain their respective place in the filter bed even after many sequences with backwash, expansion and sedimentation of the filter grains. As given on the figures, the selection of materials for various lay-ers of the filter bed must take place along a line falling towards the right (multi-layer), so that grain size and sinking rate differ from layer to layer.
Zo The optimal and ideal, continuously decreasing grain size from coarse to fine in the direction of flow of the liquid, has previously been attempted achieved by using upstream filters or downstream filters with two- or several types of mate-rials (filter media), where the ideal situation is approached by using filter beds comprising two- or several layers with various media. The latter filter types are ~s called two- or multimedia filters respectively. In these filters coarse to fine grain distribution is approached from filter layer to filter layer in the direction of flow of the liquid by using filter materials or filter media of various types, grain size and density, and where each material forms a separate layer. The filter bed is de-signed with an upper of the largest grains with the lowest density, followed by the 3o next layer with somewhat smaller grains and somewhat higher density, and so on. The sum of these layers forms the total depth of the filter bed.
Typical examples of commonly used filters of this type, for the treatment of drinking water, are two-media filter beds with the coarsely grained anthracite (1-2 mm) with low density (1,4 kg/dm3), over finely grained sand (0,5-1,0 mm) with higher density (2,7 kg/dm3), or three-media filters where in addition, a layer of coarser and lighter plastic materials is above the anthrasite and the sand.
Alter-natively, a three-media filter may comprise a layer of finely grained garnet sand with high density, placed under the anthrasite and sand layers. Multimedia filter-s beds comprising more than three different materials can also be found, but they are still put together according to the same principles.
By using the above mentioned traditional filter materials according to the state of the art, the designer of the filters is restricted to the given properties of the materials and must know the relative properties of the materials. In some o cases, the selection of the materials and the composition of the filter bed may not be optimal, and this may for instance affect the efficiency of the cleaning, the functionality and capasity of storage, and may necessitate frequent backwash with high consumption of backwash water. An unfavourable choice of materials in the filter bed may also result in the backwash having to be performed with larger ~s amounts of liquids to fluidise the filter bed than what is ideally necessary.
At the same time, some filter media have high density and weight, even as dry, and this can be a disadvantage in terms of freight and handling.
Additionally, today's filter materials are manufactured and delivered by several different manu-facturers and suppliers, and it is therefore necessary for the designers of the filter o plants (consultants, plant owners, etc.) to provide necessary data from several places concerning the various filter materials, in order to select the right material type and combination to design an optimal filter bed, to provide the various mate-rials that are used in the right amount, etc. This poses a challenge to the consult-ants, the designers, the plant owners and users of this type of filters.
Zs It is therefore a need for a better adapted filter medium where the filter de-signer to a greater extent can choose the properties of the materials regardless of the inherent properties of the natural filter materials such as anthrasite and sand, a filter that gives a better optimised filtration and backwash process, which is easy to handle and that results in less responsibility on the plant owners and 30 operators in connection with handling, ordering and composition of the filter bed.
The present invention therefore comprises, according to the independent claim, an apparatus for the cleaning of liquids, comprising a filter bed for downstream filtration of said liquid where the filter bed comprises one or several granulated materials. At least one of the granulated materials comprises grains with varying density and size.
This material may be haydite or light clinker of expanded clay or plastic material with properties such as density and a grain size of the filter material can s be adapted during production so that the density of the filter grains is reduced with increasing grain size. In this way a filter bed can be designed with one single raw material with substantially continuous or stepwise (stratified) gradation or size from large to smaller grains in the direction of flow of the liquid. This gives according to the filter theory and experience, an optimal filtration process as the particles that are removed from the liquid, are stored as evenly over the depth of the filter bed as possible. This results in less pressure loss, optimal length of the filter cycles and storage capacities, the minimum amount of backwash water, etc.
By reducing the backwash frequency, the wear on the filter media and related filter equipment is reduced. This will lead to an increase of the useful lifespan of ~s the filter medium and the rest of the filter components.
The invention is intended to encompass filter beds with the above material alone or in combination with other filter media such as sand or anthrasite.
The filter material can be supplied from one single manufacturer, it can be adapted to various filtration purposes, and the filter designer or plant owner can Zo design and compose of the filter bed. The filter bed can be delivered mixed pre-packed as a unit from one supplier, with grain sizes, densities and quantity spe-cially adapted for various types of use, such as cleaning of water, sewage water or other liquids.
The filter medium can be backwashed and then sedimented in place in the zs filter bed by the filter operator.
The backwash (cleaning) of the filter bed can be performed with lower flushing velocities and less backwash water than what is normally used, and this is achieved by letting the filter bed comprise easily fluidised material with low density and low a sinking rate.
so The invention will now be described by means of an embodiment and with reference to the figures where:
Fig. 1 shows the sinking rate of grains of various filter media, with an ex-ample of a composition of multimedia (Mehrschicht/multilayer) filters, where the sinking rate of the filter grains is given as a function of grain size and density.
Fig. 2 shows a typical deep bed filter with a granulated material according to the invention.
Table 1 shows an example of the results achieved with direct filtration of coagulated drinking water in partial filters comprising a filter medium according to s the invention and with a traditional two-layer anthrasite sand filter as reference.
Fig. 1 shows how it is possible to assemble multimedia filters in terms of grain size and type of material (density) to achieve proper sedimentation of the filter material after backwash, so that coarse grains stratifiy over (i.e. as a lower sinking rate) the finer grains.
On fig. 2, is a two-media filter 1 according to the invention shown with an inlet 4 and an outlet 5. The liquid 6 that is to be filtered is on top of the filter. The filter comprises a filter medium with coarse grains with low density 2 over finer grains with higher density 3. The grains are made of one single material, such as expanded clay or plastic. The filter has two thin support layers 7 in the bottom.
~s The plastic material can be expanded to foam with various densities.
Table 1 shows an example of results after direct filtration of drinking water containing humus in two partial filters with filter beds comprising the granulated grain material of expanded clay (LK) according to the invention in two fractions of grain sizes and densitites, and a traditional two-media filter bed with anthrasite zo over sand (A/S) respectively. The table shows that the LK filter gives results that fulfil the quality standards according to the Norwegian drinking water regulations with a good margin, and furthermore that results from the LK filter can be com-pared with a parallelly run traditional anthrasite sand filter in otherwise similar conditions. The filter beds have the same total depth whereas the grain sizes are zs as follows:
Two layers of material according to the invention, where the first has a grain diameter of 1 to 2 mm above a layer with 0,8 to 1 mm grain diameter, and where the grains in the two layers have different densitites, such as 1,2 and 2,0 kg/dm3. The filter medium is made of expanded clay.
so As a comparison, the used two-media filter according to the state of the art has a layer of anthrasite with a codiameter of 0,8 to 1,6 mm over a layer of sand with a grain size of 0,4 to 0,8 mm.
Table 1 Testing FiltrationTurbidity Colour Organic carbon location Time (NTU) mg % mg (hours) Pt/L reduction NPOC/L reduction , : ~ ~. ~..~ ~~,~
~ W y Ut 1-A/S 4.2 0.07 1 89 0.67 74 Ut2-A/S 8.5 0.05 1 90 0.73 72 Ut1-LK 4.2 0.13 2 89 0.86 67 Ut2-LK 8.5 0.10 2 87 0.94 64 Filtration rate 10 mlhr, filtrate pH 5-6, coagulation with JKL (2.5 mg FelL), sam-pling after 4.2 and 8.5 hours of filtration
Zo The optimal and ideal, continuously decreasing grain size from coarse to fine in the direction of flow of the liquid, has previously been attempted achieved by using upstream filters or downstream filters with two- or several types of mate-rials (filter media), where the ideal situation is approached by using filter beds comprising two- or several layers with various media. The latter filter types are ~s called two- or multimedia filters respectively. In these filters coarse to fine grain distribution is approached from filter layer to filter layer in the direction of flow of the liquid by using filter materials or filter media of various types, grain size and density, and where each material forms a separate layer. The filter bed is de-signed with an upper of the largest grains with the lowest density, followed by the 3o next layer with somewhat smaller grains and somewhat higher density, and so on. The sum of these layers forms the total depth of the filter bed.
Typical examples of commonly used filters of this type, for the treatment of drinking water, are two-media filter beds with the coarsely grained anthracite (1-2 mm) with low density (1,4 kg/dm3), over finely grained sand (0,5-1,0 mm) with higher density (2,7 kg/dm3), or three-media filters where in addition, a layer of coarser and lighter plastic materials is above the anthrasite and the sand.
Alter-natively, a three-media filter may comprise a layer of finely grained garnet sand with high density, placed under the anthrasite and sand layers. Multimedia filter-s beds comprising more than three different materials can also be found, but they are still put together according to the same principles.
By using the above mentioned traditional filter materials according to the state of the art, the designer of the filters is restricted to the given properties of the materials and must know the relative properties of the materials. In some o cases, the selection of the materials and the composition of the filter bed may not be optimal, and this may for instance affect the efficiency of the cleaning, the functionality and capasity of storage, and may necessitate frequent backwash with high consumption of backwash water. An unfavourable choice of materials in the filter bed may also result in the backwash having to be performed with larger ~s amounts of liquids to fluidise the filter bed than what is ideally necessary.
At the same time, some filter media have high density and weight, even as dry, and this can be a disadvantage in terms of freight and handling.
Additionally, today's filter materials are manufactured and delivered by several different manu-facturers and suppliers, and it is therefore necessary for the designers of the filter o plants (consultants, plant owners, etc.) to provide necessary data from several places concerning the various filter materials, in order to select the right material type and combination to design an optimal filter bed, to provide the various mate-rials that are used in the right amount, etc. This poses a challenge to the consult-ants, the designers, the plant owners and users of this type of filters.
Zs It is therefore a need for a better adapted filter medium where the filter de-signer to a greater extent can choose the properties of the materials regardless of the inherent properties of the natural filter materials such as anthrasite and sand, a filter that gives a better optimised filtration and backwash process, which is easy to handle and that results in less responsibility on the plant owners and 30 operators in connection with handling, ordering and composition of the filter bed.
The present invention therefore comprises, according to the independent claim, an apparatus for the cleaning of liquids, comprising a filter bed for downstream filtration of said liquid where the filter bed comprises one or several granulated materials. At least one of the granulated materials comprises grains with varying density and size.
This material may be haydite or light clinker of expanded clay or plastic material with properties such as density and a grain size of the filter material can s be adapted during production so that the density of the filter grains is reduced with increasing grain size. In this way a filter bed can be designed with one single raw material with substantially continuous or stepwise (stratified) gradation or size from large to smaller grains in the direction of flow of the liquid. This gives according to the filter theory and experience, an optimal filtration process as the particles that are removed from the liquid, are stored as evenly over the depth of the filter bed as possible. This results in less pressure loss, optimal length of the filter cycles and storage capacities, the minimum amount of backwash water, etc.
By reducing the backwash frequency, the wear on the filter media and related filter equipment is reduced. This will lead to an increase of the useful lifespan of ~s the filter medium and the rest of the filter components.
The invention is intended to encompass filter beds with the above material alone or in combination with other filter media such as sand or anthrasite.
The filter material can be supplied from one single manufacturer, it can be adapted to various filtration purposes, and the filter designer or plant owner can Zo design and compose of the filter bed. The filter bed can be delivered mixed pre-packed as a unit from one supplier, with grain sizes, densities and quantity spe-cially adapted for various types of use, such as cleaning of water, sewage water or other liquids.
The filter medium can be backwashed and then sedimented in place in the zs filter bed by the filter operator.
The backwash (cleaning) of the filter bed can be performed with lower flushing velocities and less backwash water than what is normally used, and this is achieved by letting the filter bed comprise easily fluidised material with low density and low a sinking rate.
so The invention will now be described by means of an embodiment and with reference to the figures where:
Fig. 1 shows the sinking rate of grains of various filter media, with an ex-ample of a composition of multimedia (Mehrschicht/multilayer) filters, where the sinking rate of the filter grains is given as a function of grain size and density.
Fig. 2 shows a typical deep bed filter with a granulated material according to the invention.
Table 1 shows an example of the results achieved with direct filtration of coagulated drinking water in partial filters comprising a filter medium according to s the invention and with a traditional two-layer anthrasite sand filter as reference.
Fig. 1 shows how it is possible to assemble multimedia filters in terms of grain size and type of material (density) to achieve proper sedimentation of the filter material after backwash, so that coarse grains stratifiy over (i.e. as a lower sinking rate) the finer grains.
On fig. 2, is a two-media filter 1 according to the invention shown with an inlet 4 and an outlet 5. The liquid 6 that is to be filtered is on top of the filter. The filter comprises a filter medium with coarse grains with low density 2 over finer grains with higher density 3. The grains are made of one single material, such as expanded clay or plastic. The filter has two thin support layers 7 in the bottom.
~s The plastic material can be expanded to foam with various densities.
Table 1 shows an example of results after direct filtration of drinking water containing humus in two partial filters with filter beds comprising the granulated grain material of expanded clay (LK) according to the invention in two fractions of grain sizes and densitites, and a traditional two-media filter bed with anthrasite zo over sand (A/S) respectively. The table shows that the LK filter gives results that fulfil the quality standards according to the Norwegian drinking water regulations with a good margin, and furthermore that results from the LK filter can be com-pared with a parallelly run traditional anthrasite sand filter in otherwise similar conditions. The filter beds have the same total depth whereas the grain sizes are zs as follows:
Two layers of material according to the invention, where the first has a grain diameter of 1 to 2 mm above a layer with 0,8 to 1 mm grain diameter, and where the grains in the two layers have different densitites, such as 1,2 and 2,0 kg/dm3. The filter medium is made of expanded clay.
so As a comparison, the used two-media filter according to the state of the art has a layer of anthrasite with a codiameter of 0,8 to 1,6 mm over a layer of sand with a grain size of 0,4 to 0,8 mm.
Table 1 Testing FiltrationTurbidity Colour Organic carbon location Time (NTU) mg % mg (hours) Pt/L reduction NPOC/L reduction , : ~ ~. ~..~ ~~,~
~ W y Ut 1-A/S 4.2 0.07 1 89 0.67 74 Ut2-A/S 8.5 0.05 1 90 0.73 72 Ut1-LK 4.2 0.13 2 89 0.86 67 Ut2-LK 8.5 0.10 2 87 0.94 64 Filtration rate 10 mlhr, filtrate pH 5-6, coagulation with JKL (2.5 mg FelL), sam-pling after 4.2 and 8.5 hours of filtration
Claims (10)
1. Apparatus for cleaning liquids, comprising a filter bed for downstream fil-tration of the liquid where the filter bed comprises one or several granulated ma-terials, wherein at least one of the granulated materials consists of grains with varying density and size.
2. Apparatus according to claim 1, wherein the granulated material with vary-ing density and grain size is expanded clay or light clinkers or haydite.
3. Apparatus according to claim 2, wherein the light clinkers are produced of expanded clay, burned at 1100-1200°C.
4. Apparatus according to claim 1, wherein the granulated material with vary-ing density and grain size is a plastic material.
5. Apparatus according to any preceding claim, wherein the granulated mate-rial with varying density and grain size has a grain diameter within the range of 0.5 mm to 0.8 mm.
6. Apparatus according to any of the preceding claim, wherein the granulated material with varying density and grain size has a grain density in wet condition it the order from 1.2 kg/dm3 to 2.6 kg/dm3.
7. Apparatus according to any of the preceding claim, wherein the granulated material with varying density and grain size has a grain density that increases when the grain diameter decreases.
8. Apparatus according to any of the preceding claim, wherein the granulated material's grains, after the backwash and accompanying expansion of the filter bed, is sedimented at such a rate that the smallest grains end up at the bottom of the filter bed and the largest grains end up on uppermost.
9. Apparatus according to claim 1, wherein the liquid is water or sewage wa-ter.
10. Use of filter material of grains with varying density and grain diameter, where this is made of one single material, in an apparatus for the cleaning of liq-uid comprising a filter bed for downstream filtration of the liquid.
Applications Claiming Priority (3)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| NO19991750 | 1999-04-13 | ||
| NO19991750A NO314291B1 (en) | 1999-04-13 | 1999-04-13 | Combination of expanded clay granules of expanded clay to prepare a filter bed |
| PCT/NO2000/000120 WO2000061260A1 (en) | 1999-04-13 | 2000-04-13 | Apparatus for cleaning of liquids comprising a granulated filter material |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CA2367516A1 true CA2367516A1 (en) | 2000-10-19 |
Family
ID=19903197
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CA002367516A Abandoned CA2367516A1 (en) | 1999-04-13 | 2000-04-13 | Apparatus for cleaning of liquids comprising a granulated filter material |
Country Status (5)
| Country | Link |
|---|---|
| EP (1) | EP1194209A1 (en) |
| AU (1) | AU3846100A (en) |
| CA (1) | CA2367516A1 (en) |
| NO (1) | NO314291B1 (en) |
| WO (1) | WO2000061260A1 (en) |
Family Cites Families (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4225443A (en) * | 1978-03-22 | 1980-09-30 | The Taulman Company | Sintered-glass-granule filter medium |
| WO1981002844A1 (en) * | 1980-04-04 | 1981-10-15 | G Hirs | Filter medium and method of making same |
| US5292436A (en) * | 1992-05-13 | 1994-03-08 | Kansas State University Research Foundation | Tapered bed filtration apparatus |
| NO303968B1 (en) * | 1996-06-07 | 1998-10-05 | Rc Enwa As | Process and liquid purification and treatment plant for purification of liquids |
| NO303566B1 (en) * | 1996-10-07 | 1998-08-03 | Norsk Leca As | Expanded lightweight clinker for phosphorus removal |
-
1999
- 1999-04-13 NO NO19991750A patent/NO314291B1/en not_active IP Right Cessation
-
2000
- 2000-04-13 EP EP00917501A patent/EP1194209A1/en not_active Withdrawn
- 2000-04-13 AU AU38461/00A patent/AU3846100A/en not_active Abandoned
- 2000-04-13 CA CA002367516A patent/CA2367516A1/en not_active Abandoned
- 2000-04-13 WO PCT/NO2000/000120 patent/WO2000061260A1/en not_active Ceased
Also Published As
| Publication number | Publication date |
|---|---|
| WO2000061260A1 (en) | 2000-10-19 |
| NO314291B1 (en) | 2003-03-03 |
| NO991750L (en) | 2000-10-16 |
| NO991750D0 (en) | 1999-04-13 |
| EP1194209A1 (en) | 2002-04-10 |
| AU3846100A (en) | 2000-11-14 |
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