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GB1579623A - Filtration medium for the biological treatment of waste water - Google Patents

Filtration medium for the biological treatment of waste water Download PDF

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Publication number
GB1579623A
GB1579623A GB23602/76A GB2360276A GB1579623A GB 1579623 A GB1579623 A GB 1579623A GB 23602/76 A GB23602/76 A GB 23602/76A GB 2360276 A GB2360276 A GB 2360276A GB 1579623 A GB1579623 A GB 1579623A
Authority
GB
United Kingdom
Prior art keywords
filtration medium
units
coated
filter
granular material
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.)
Expired
Application number
GB23602/76A
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Priority to GB23602/76A priority Critical patent/GB1579623A/en
Priority to DE19772725510 priority patent/DE2725510A1/en
Priority to BE178227A priority patent/BE855426A/en
Publication of GB1579623A publication Critical patent/GB1579623A/en
Expired legal-status Critical Current

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Classifications

    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F3/00Biological treatment of water, waste water, or sewage
    • C02F3/02Aerobic processes
    • C02F3/10Packings; Fillings; Grids
    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02WCLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
    • Y02W10/00Technologies for wastewater treatment
    • Y02W10/10Biological treatment of water, waste water, or sewage

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  • Life Sciences & Earth Sciences (AREA)
  • Biodiversity & Conservation Biology (AREA)
  • Microbiology (AREA)
  • Hydrology & Water Resources (AREA)
  • Engineering & Computer Science (AREA)
  • Environmental & Geological Engineering (AREA)
  • Water Supply & Treatment (AREA)
  • Chemical & Material Sciences (AREA)
  • Organic Chemistry (AREA)
  • Biological Treatment Of Waste Water (AREA)

Description

(54) FILTRATION MEDIUM FOR THE BIOLOGICAL TREATMENT OF WASTE WATER (71) I, GEORGE FRANCIS GILBERT CLOUGH of Allmeadows Farm, Wincle, Macclesfield, Cheshire, SK11 OQJ, a British subject do hereby declare the invention, for which I pray that a patent may be granted to me and the method by which it is to be performed, to be particularly described in and by the following statement: This invention relates to a process and plant for the treatment of liquid effluent and sewage hereinafter referred to as waste water.
Waste waters are treated by passing them through a biological filtration medium which carries on its contacting surfaces a growth of aerobic micro-organisms. The growth of micro-organisms establishes itself on the available surfaces within the filtration medium as the waste water passes through the filtration medium and effects a reduction in the biological oxygen demand (B.O.D.) of the waste water thereby converting it to a state which meets the standards laid down by the appropriate authorities.
The filtration medium, which may be of the random or ordered type, is retained within suitable walls which are mounted over air-inlet and drainage channels. The air necessary for the oxidation process passes up from the air inlet channels through the spaces in the filtration medium and the treated waste water passes down through the drainage channels.
In the past filtration medium have been used consisting of randomly disposed pieces of coke, clinker, gravel, slag or rock. Recently, randomly or orderly arranged pieces of a plastics material such as polyvinyl chloride, polystyrene or polypropylene have been used as the filtration medium. A suitable random filtration medium consists of small extruded corrugated tubular pieces of polyvinyl chloride which are sold by Imperial Chemical Industries Limited under the Registered Trade Mark "Flucor". Other random filtration media which are being used are injection moulded rings of polypropylene of various shapes and sizes.
A suitable ordered filtration media is marketed by Imperial Chemical Industries Limited under the Registered Trade Mark "Flocor" and consists of alternating plain sheets and corrugated sheets of polyvinyl chloride which are adhered together to form a self supporting unit. Such units are capable of bearing heavy loads and in use are stacked one above the other in a tower.
Generally speaking, with both random and ordered plastics filtration media, the major parameter governing the suitability or otherwise of the media is the available surface area per unit volume of the media. However, whilst the above described plastics media have quite a high surface area per unit volume, the methods used in the manufacture of these media inevitably impose limitations on the surface area which can be achieved.
We have now found that the effective surface area on, and so the performance of, a filtration media can be increased significantly merely by providing a layer of a granular material on at least some of the surfaces on the filtration media.
According to the present invention, therefore, a filtration medium for biologically treating waste water in an aerated filter comprises pieces of an inert material on at least some of, and preferably all of, the available surfaces of which is adhered a coating of a granular material.
The filtration medium may be of the random or ordered type. It also may be of a plastics material or a ceramic material.
The granular material is preferably activated carbon. However, other granular materials including inorganic materials such as sand, coke, clay, pulverised fly ash, glass, vermiculite and foam slag and organic materials such as nylon chips, granules of polyvinyl chloride, polypropylene or polyethylene may be used.
The granular material may, for example, be adhered directly on to the surface of the medium when such surfaces are in a suitable plastic condition, for example, immediately after the plastics medium has been manufactured. Alternatively, the granules may be adhered on the surfaces of the medium by means of a suitable adhesive. The adhesive is applied as a thin coating on the surfaces of the medium and then, while it is still tacky, the granules are sprinkled or otherwise applied on the adhesive coated surfaces in such a manner as to protrude from the adhesive coating.
The presence of the layer of granular material on the surfaces within the filtration medium serves to increase the effective surface area up to many thousand fold and so improve the performance of the filtration medium. In particular, if an otherwise smooth surface is provided with a continuous coating of granular material such as activated carbon having an average particle size of approximately 0.8 mm, the surface area is increased by a factor of up to something like 30,000.
Also, the provision of a rough surface on the filtration medium allows a growth of micro-organisms to readily establish itself on the filtration medium so that the filtration medium can quickly achieve optimum performance.
Furthermore, when granules of activated carbon are used they provide an adsorbent surface on the filtration media which is effective in reducing any chemical contamination, such as organic chemicals which are normally regarded as difficult to biologically degrade, present in the waste water. The activated carbon retains the chemicals until such time as they are biologically degraded by extra cellular enzymes produced by the micro-organisms present on the surface of the medium. If, however, the granules of activated carbon, after long useage, become saturated by non bio-degradable chemical contamination so reducing its effectiveness, reactivation of the activated carbon using chemical methods can be achieved.
The invention will now be described by way of the following Examples. The mesh members referred to are according to the British Standard scale as set out on page 907 of Vol Il of "Chemical Engineering", by J.M. Coulson and J.F. Richardson London: Pergamon Press, 1955).
Example 1 In this Example, the filtration media used was an ordered media marketed by Imperial Chemical Industries Limited under the Registered Trade Mark "Flocor". An individual self-supporting unit of the media consisted of alternating plain and corrugated sheets of polyvinyl chloride which are adhered together. The individual units had a specific surface area of 90m2/m3 and had the dimensions 0.6 x 0.6 x 3.0 m.
The surfaces of the self-supporting units were coated with a layer of granular activated carbon having a size in the range 12 - 30 mesh. The granular activated carbon was attached to the surfaces of the 'Flocor' units by immersing the units in a bath of polyurethane coating composition, allowing the units to drain and then immersing the units in dry granulated activated carbon. The total weight of coating applied was equivalent to 0.38 Kg/m2 of specific surface.
A number of coated units were stacked one above the other in the usual way to form a biological filter. A comparison filter was formed by stacking the same number of uncoated units one above the other.
Both filters were irrigated at a load of 1.5m3/m2 hour with trade waste mixed with settled sewage which represented a hydraulic load of 12.96 m3/m3 day a biological load of 3.3 Kg.
BOD/m3 day. The waste/settled sewage flowed over the surfaces in the units and bacteria and other micro-organisms grew as a slimy film on the wetted surfaces in the units by fecding on the organic impurity absorbed from the effluent. In time a balanced community of organims developed on the wetted surfaces within the units.
When these conditions prevailed the filter formed from the coated units removed 52% of B.O.D. and 36% of C.O.D. in comparison with the filter formed from uncoated units which removed 44% of B.O.D. and 32C/c of C.O.D. so demonstrating that the coated units were more effective in reducing both B.O.D. and C.O.D.
It was also observed that the filter formed from the coated units voided less solids than the filter formed from the uncoated units. This may be due to a form of indigenous respiration which may be promoted by the rougher surface of the coated units causing a larger retention of biological solids in the filter.
Exanlple 2 In this Example the two filters used in Example 1 were both irrigated at a load of 1.5m31m hour with a trade waste mixed with settled sewage which represented a hydraulic load of 12.96m3/m3 day and a biological load of 2.8 Kg BOD/m3 day. Under identical conditions as in Example 1, the filter formed from the coated units removed 62% of B.O.D.
and 45% of C.O.D. in comparison with the filter formed from uncoated units which removed 58% of B.O.D. and 41% of C.O.D., again demonstrating that the coated units were more effective in reducing both B.O.D. and C.O.D.
Example 3 Coated units were prepared in an identical manner to Example 1, with the exception that the surfaces were coated with a layer of industrial sand instead of the granular activated carbon. The sand used had the following sieve analysis: Mesh Retention 16 0 22 12-30 30 35-50 44 15-25 60 12-18 The total weight of coating applied was 0.51 Kg/m2 of specific surface.
The filter was loaded, identically in all respects with the filters operated in Example 2 above. The sand coated filter removed 61% of B.O.D. and 45% of the C.O.D. applied.
WHAT I CLAIM IS: 1. A filtration medium for biologically treating waste water in an aerated filter comprises pieces of an inert material on at least some of the available surfaces of which is adhered a coating of a granular material.
2. A filtration medium as claimed in Claim 1 in which the coating of granular material is adhered to all of the available surfaces of the pieces of inert material.
3. A filtration medium as claimed in Claim 1 or Claim 2 in which the granular material is either activated carbon or sand.
4. A filtration medium as claimed in any one of Claims 1 to 3 in which the granular material has been adhered to the surfaces of the inert material by means of an adhesive.
5. A filtration medium as claimed in Claim 1 and substantially as described with reference to the Examples provided.
**WARNING** end of DESC field may overlap start of CLMS **.

Claims (5)

  1. **WARNING** start of CLMS field may overlap end of DESC **.
    load of 12.96m3/m3 day and a biological load of 2.8 Kg BOD/m3 day. Under identical conditions as in Example 1, the filter formed from the coated units removed 62% of B.O.D.
    and 45% of C.O.D. in comparison with the filter formed from uncoated units which removed 58% of B.O.D. and 41% of C.O.D., again demonstrating that the coated units were more effective in reducing both B.O.D. and C.O.D.
    Example 3 Coated units were prepared in an identical manner to Example 1, with the exception that the surfaces were coated with a layer of industrial sand instead of the granular activated carbon. The sand used had the following sieve analysis: Mesh Retention 16 0
    22 12-30
    30 35-50
    44 15-25
    60 12-18 The total weight of coating applied was 0.51 Kg/m2 of specific surface.
    The filter was loaded, identically in all respects with the filters operated in Example 2 above. The sand coated filter removed 61% of B.O.D. and 45% of the C.O.D. applied.
    WHAT I CLAIM IS: 1. A filtration medium for biologically treating waste water in an aerated filter comprises pieces of an inert material on at least some of the available surfaces of which is adhered a coating of a granular material.
  2. 2. A filtration medium as claimed in Claim 1 in which the coating of granular material is adhered to all of the available surfaces of the pieces of inert material.
  3. 3. A filtration medium as claimed in Claim 1 or Claim 2 in which the granular material is either activated carbon or sand.
  4. 4. A filtration medium as claimed in any one of Claims 1 to 3 in which the granular material has been adhered to the surfaces of the inert material by means of an adhesive.
  5. 5. A filtration medium as claimed in Claim 1 and substantially as described with reference to the Examples provided.
GB23602/76A 1976-06-08 1976-06-08 Filtration medium for the biological treatment of waste water Expired GB1579623A (en)

Priority Applications (3)

Application Number Priority Date Filing Date Title
GB23602/76A GB1579623A (en) 1976-06-08 1976-06-08 Filtration medium for the biological treatment of waste water
DE19772725510 DE2725510A1 (en) 1976-06-08 1977-06-06 DEVICE FOR TREATMENT OF WASTE WATER
BE178227A BE855426A (en) 1976-06-08 1977-06-06 PROCESS AND PLANT FOR THE TREATMENT OF EFFLUENTS AND SEWAGE WATER

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
GB23602/76A GB1579623A (en) 1976-06-08 1976-06-08 Filtration medium for the biological treatment of waste water

Publications (1)

Publication Number Publication Date
GB1579623A true GB1579623A (en) 1980-11-19

Family

ID=10198319

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GB23602/76A Expired GB1579623A (en) 1976-06-08 1976-06-08 Filtration medium for the biological treatment of waste water

Country Status (3)

Country Link
BE (1) BE855426A (en)
DE (1) DE2725510A1 (en)
GB (1) GB1579623A (en)

Cited By (14)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4576718A (en) * 1984-01-26 1986-03-18 Bayer Aktiengesellschaft Use of water-absorbing, highly-filled polyurethane (urea) compositions for biological treatment of waste-containing liquids
US5948262A (en) * 1995-02-13 1999-09-07 Proceff Limited Waste water treatment, media therefor and its manufacture
WO2004005198A1 (en) * 2002-07-04 2004-01-15 Ws Atkins Consultants Limited Floating media filter
US6811700B2 (en) 2001-11-14 2004-11-02 Dharma Living Systems, Inc. Integrated hydroponic and fixed-film wastewater treatment systems and associated methods
US6830688B2 (en) 2001-11-14 2004-12-14 Dharma Living Systems, Inc. Integrated hydroponic and wetland wastewater treatment systems and associated methods
US6863816B2 (en) 2002-06-17 2005-03-08 Dharma Living Systems, Inc. Tidal vertical flow wastewater treatment system and method
US6881338B2 (en) 2002-06-17 2005-04-19 Dharma Living Systems, Inc. Integrated tidal wastewater treatment system and method
US7029586B2 (en) 2003-02-28 2006-04-18 Dharma Living Systems, Inc. Integrated tidal wastewater treatment system and method
US7056438B2 (en) 2003-09-05 2006-06-06 Dharma Living Systems, Inc. Flood and drain wastewater treatment system and associated methods
US7347940B2 (en) 2004-06-17 2008-03-25 Worrell Water Technologies, Llc Nitrogen removal system and method for wastewater treatment lagoons
US7972512B2 (en) 2007-12-19 2011-07-05 Saudi Arabian Oil Company Suspended media granular activated carbon membrane biological reactor system and process
US8440074B2 (en) 2009-07-08 2013-05-14 Saudi Arabian Oil Company Wastewater treatment system including irradiation of primary solids
US8551341B2 (en) 2009-06-15 2013-10-08 Saudi Arabian Oil Company Suspended media membrane biological reactor system including suspension system and multiple biological reactor zones
US8557111B2 (en) 2009-07-08 2013-10-15 Saudi Arabian Oil Company Low concentration wastewater treatment system

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2914976A1 (en) * 1979-04-12 1980-10-16 Kurt Helmut Hofmann METHOD AND DEVICE FOR REMOVING PROTEIN AND ITS DEGRADATION PRODUCTS FROM WATER
EP0324314A1 (en) * 1988-01-14 1989-07-19 4E S.r.l. Carrier and reactor for biological treatment of liquids and use thereof
GB9326329D0 (en) * 1993-12-23 1994-02-23 Todd John J Waste water treatment

Cited By (24)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4576718A (en) * 1984-01-26 1986-03-18 Bayer Aktiengesellschaft Use of water-absorbing, highly-filled polyurethane (urea) compositions for biological treatment of waste-containing liquids
US5948262A (en) * 1995-02-13 1999-09-07 Proceff Limited Waste water treatment, media therefor and its manufacture
AU714279B2 (en) * 1995-02-13 1999-12-23 Proceff Limited Waste water treatment, media therefor and its manufacture
US6156204A (en) * 1995-02-13 2000-12-05 Proceff Limited Waste water treatment, media therefor and its manufacture
US7320752B2 (en) 2001-11-14 2008-01-22 Worrell Water Technologies, Llc Integrated hydroponic and wetland wastewater treatment systems and associated methods
US6830688B2 (en) 2001-11-14 2004-12-14 Dharma Living Systems, Inc. Integrated hydroponic and wetland wastewater treatment systems and associated methods
US6811700B2 (en) 2001-11-14 2004-11-02 Dharma Living Systems, Inc. Integrated hydroponic and fixed-film wastewater treatment systems and associated methods
US7378021B2 (en) 2002-06-17 2008-05-27 Worrell Water Technologies, Llc Tidal vertical flow wastewater treatment system and method
US6863816B2 (en) 2002-06-17 2005-03-08 Dharma Living Systems, Inc. Tidal vertical flow wastewater treatment system and method
US6881338B2 (en) 2002-06-17 2005-04-19 Dharma Living Systems, Inc. Integrated tidal wastewater treatment system and method
US7214317B2 (en) 2002-06-17 2007-05-08 Dharma Living Systems, Inc. Tidal vertical flow wastewater treatment system and method
WO2004005198A1 (en) * 2002-07-04 2004-01-15 Ws Atkins Consultants Limited Floating media filter
US7029586B2 (en) 2003-02-28 2006-04-18 Dharma Living Systems, Inc. Integrated tidal wastewater treatment system and method
US7056438B2 (en) 2003-09-05 2006-06-06 Dharma Living Systems, Inc. Flood and drain wastewater treatment system and associated methods
US7347940B2 (en) 2004-06-17 2008-03-25 Worrell Water Technologies, Llc Nitrogen removal system and method for wastewater treatment lagoons
US7972512B2 (en) 2007-12-19 2011-07-05 Saudi Arabian Oil Company Suspended media granular activated carbon membrane biological reactor system and process
US8329035B2 (en) 2007-12-19 2012-12-11 Saudi Arabian Oil Company Suspended media granular activated carbon membrane biological reactor system and process
US8551341B2 (en) 2009-06-15 2013-10-08 Saudi Arabian Oil Company Suspended media membrane biological reactor system including suspension system and multiple biological reactor zones
US8440074B2 (en) 2009-07-08 2013-05-14 Saudi Arabian Oil Company Wastewater treatment system including irradiation of primary solids
US8557111B2 (en) 2009-07-08 2013-10-15 Saudi Arabian Oil Company Low concentration wastewater treatment system
US8721889B2 (en) 2009-07-08 2014-05-13 Saudi Arabian Oil Company Wastewater treatment process including irradiation of primary solids
US9073764B2 (en) 2009-07-08 2015-07-07 Saudi Arabian Oil Company Low concentration wastewater treatment system and process
US9290399B2 (en) 2009-07-08 2016-03-22 Saudi Arabian Oil Company Wastewater treatment process including irradiation of primary solids
US9340441B2 (en) 2009-07-08 2016-05-17 Saudi Arabian Oil Company Wastewater treatment system including irradiation of primary solids

Also Published As

Publication number Publication date
DE2725510A1 (en) 1977-12-29
BE855426A (en) 1977-12-06

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PCNP Patent ceased through non-payment of renewal fee