WO1987005592A1 - The use of hydrophobic zeolites as adsorption material at the biological purification of wastewater - Google Patents

The use of hydrophobic zeolites as adsorption material at the biological purification of wastewater Download PDF

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Publication number
WO1987005592A1
WO1987005592A1 PCT/SE1987/000126 SE8700126W WO8705592A1 WO 1987005592 A1 WO1987005592 A1 WO 1987005592A1 SE 8700126 W SE8700126 W SE 8700126W WO 8705592 A1 WO8705592 A1 WO 8705592A1
Authority
WO
WIPO (PCT)
Prior art keywords
wastewater
zeolite
biological purification
water
adsorption material
Prior art date
Application number
PCT/SE1987/000126
Other languages
French (fr)
Inventor
Nils Ludvig Molin
Thomas Gunnar Welander
Lars Olof FÄLTH
Sten Eskil Andersson
Original Assignee
Anox Aktiebolag
Zeol Aktiebolag
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 Anox Aktiebolag, Zeol Aktiebolag filed Critical Anox Aktiebolag
Publication of WO1987005592A1 publication Critical patent/WO1987005592A1/en

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Classifications

    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F1/00Treatment of water, waste water, or sewage
    • C02F1/28Treatment of water, waste water, or sewage by sorption
    • C02F1/281Treatment of water, waste water, or sewage by sorption using inorganic sorbents
    • 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
    • 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

Definitions

  • hydrophobic zeolites as adsorption material at the biological purification of wastewater
  • This invention relates to the use of hydrophobic zeolites as adsorption material at the biological purification of w-ste water.
  • the toxic substances are adsorbed on active carbon.
  • the active carbon is used in granulate state in an intermittent ("fixed bed”) or continuous process. It has also been proposed to use the active carbon in pulverous state, in which case it is supplied to the activated sludge basin.
  • hydrophilic zeolites at the biological treatment of wastewater. It is stated there that such waters often contain metal ions, which have a toxic effect on the bacteria cultures, and that these ions can be removed by selective ion exchange by means of hydrophilic zeolite material.
  • the zeolite shall have a mole ratio between silicon and aluminium which is greater than 20. Especially good results were obtained when said ratio was greater than 30.
  • the zeolite shall have pore openings of the magnitude 1-10 ⁇ , preferably 5-10 ⁇ .
  • Fig. 1 shows a plant with a pre-treatment step according to the invention
  • Fig. 2 shows an arrangement for the regeneration of the adsorotion material
  • Fig. 3 shows a plant comprising two adsorption beds.
  • wastewater containing 3 g/1 phenol was supplied through the conduit 22 to a container 1 comprising a filter with the zeolit material 9 used according to the invention. Due to the arrangement of such an adsorption step before the activated sludge plant, the phenol content of the wastewater could be reduced to 20 mg/1.
  • This pre-treated wastewater was then transferred to the activated sludge plant 5, into which air was injected through pipe systems arranged in the container bottom, which systems are schematically indicated in the Figure by the reference numeral 11. After the cleaning in the container 5 the water was transferred through the conduit 13 to a septic tank 6, and cleaned water then could be taken out by an overflow through the conduit 16. In the cleaned water no phenol was found.
  • the septic tank 6 was provided in a usual manner with a pipe 12 at its bottom for rendering it possible to recycle sludge to the activated sludge plant 5.
  • the staying time of the wastewater in the zeolite filter 9 was about 15 minutes and in the activated sludge plant about 2 hours.
  • the zeolite filter after some time of use, will be saturated with phenol. The filter then must be taken out of operation and be regenerated. This can easily be arranged by a plant shown in Fig. 1, for example in the way as shown in Fig. 2.
  • a special conduit 17 from the overflow of the septic tank 17 to the zeolite filter 2 and simultaneously disconnecting the supply of wastewater purified water can be caused to flow through the filter and thereby bring about a regeneration.
  • the clean water supplied to the filter bed takes up phenol from the zeolite material and supplies it to the activated sludge plant in such an amount per time unit, that the bacteria culture in the plan 5 is capable to break down the phenol.
  • the procedure is stopped and the purification of the wastewater according to the arrangement shown in Fig. 1 is re-started.
  • the plant shown in Fig. 2 is provided with air injection through the conduit 11 and sludge recycling through the conduit 12 in the same way as in Fig. 1.
  • Fig. 3 two zeolite filters 3 and, respectively, 4 are used.
  • the wastewater to be purified is led to the zeolite bed 4 through the conduit 23.
  • the experiment was also in this case carried out with water containing the toxic substance phenol, in this case in an amount of 3 g/1.
  • the water after having flown through the zeolite bed 10, is passed through the conduit 20 to an activated sludge plant 5.
  • An analysis of the water showed that after the zeolite bed it contained less than 20 mg phenol per litre.
  • the cleaned water was passed through the conduit 15 to a septic tank 8.
  • the purified water coming from the septic tank partially was taken out through the conduit 19 as completely treated water and partially was passed through the conduit 18 to the zeolite bed 9 in the container 3 for regenerating the material.
  • the discharge from the container 3 then was returned to the plant 5 through the conduit 5.
  • the plant 5 also in this case is provided with air injection 11. and sludge recycling 12 from the septic tank 8.
  • the zeolite material in the container 4 has been given in Fig. 3 the reference numeral 10.
  • the invention is not restricted to the embodiments described, but can be varied within the scope of the invention idea. It is , thus, also possible to use the zeolite in a fluidized bed or as a coating on surfaces .

Landscapes

  • Life Sciences & Earth Sciences (AREA)
  • Chemical & Material Sciences (AREA)
  • Water Supply & Treatment (AREA)
  • Hydrology & Water Resources (AREA)
  • Engineering & Computer Science (AREA)
  • Environmental & Geological Engineering (AREA)
  • Organic Chemistry (AREA)
  • Inorganic Chemistry (AREA)
  • Biodiversity & Conservation Biology (AREA)
  • Microbiology (AREA)
  • Solid-Sorbent Or Filter-Aiding Compositions (AREA)
  • Biological Treatment Of Waste Water (AREA)
  • Water Treatment By Sorption (AREA)

Abstract

A method at the biological purification of wastewater containing substances toxic for the bacteria cultures used. In order to reduce the content of the toxic substances, the wastewater is treated in a pre-treatment step containing a zeolite as adsorption material, which zeolite has such a composition that the mole ratio Si:Al exceeds 15.

Description

The use of hydrophobic zeolites as adsorption material at the biological purification of wastewater
This invention relates to the use of hydrophobic zeolites as adsorption material at the biological purification of w-ste water.
Due to the ever increasing severity of environmental requirements, biological purification of wastewater has gained in importance as an alternative purification method in recent years. An intensive research and development work has been spent on finding specific methods adapted to different types of wastewater. A special problem is involved with such wastewater, which contains substances toxic for the bacteria cultures used.
Several proposals have been made previously to remove, convert or immobilize the toxic substances prior to the biological breakdown. One proposal suggests that the wastewater in a pre-treatment step is brought into contact with an adsorption agent, which binds the toxic material. It is especially this type of treatment methods which is of interest in the present context.
At one previously known method, which also is applied commercially, the toxic substances are adsorbed on active carbon. The active carbon is used in granulate state in an intermittent ("fixed bed") or continuous process. It has also been proposed to use the active carbon in pulverous state, in which case it is supplied to the activated sludge basin.
In literature proposals have been made previously at the biological purification of water to use zeolites, a.o. as carriers of the bacteria culture or for the adsorption of phosphorous and/or nitrogen compounds.
It is previously known through the international patent application with the publication number WO 85/04390 to use hydrophilic zeolites at the biological treatment of wastewater. It is stated there that such waters often contain metal ions, which have a toxic effect on the bacteria cultures, and that these ions can be removed by selective ion exchange by means of hydrophilic zeolite material.
It,thus,has been proposed previously to use hydrophilic zeolites at the biological purification of water. At the research and development work, on which the present invention is based, it was found that the use of hydrophobic zeolites at the biological purification of water opens entirely new possibilities. According to the invention, the zeolite shall have a mole ratio between silicon and aluminium which is greater than 20. Especially good results were obtained when said ratio was greater than 30.
According to a particularly expedient embodiment of the use according to the invention, the zeolite shall have pore openings of the magnitude 1-10 Å, preferably 5-10 Å.
The invention is described in greater detail in the following by way of some embodiments and with reference to the accompanying drawing, in which Fig. 1 shows a plant with a pre-treatment step according to the invention, Fig. 2 shows an arrangement for the regeneration of the adsorotion material, and Fig. 3 shows a plant comprising two adsorption beds.
At experiments with the plant according to Fig. 1 wastewater containing 3 g/1 phenol was supplied through the conduit 22 to a container 1 comprising a filter with the zeolit material 9 used according to the invention. Due to the arrangement of such an adsorption step before the activated sludge plant, the phenol content of the wastewater could be reduced to 20 mg/1. This pre-treated wastewater was then transferred to the activated sludge plant 5, into which air was injected through pipe systems arranged in the container bottom, which systems are schematically indicated in the Figure by the reference numeral 11. After the cleaning in the container 5 the water was transferred through the conduit 13 to a septic tank 6, and cleaned water then could be taken out by an overflow through the conduit 16. In the cleaned water no phenol was found. The septic tank 6 was provided in a usual manner with a pipe 12 at its bottom for rendering it possible to recycle sludge to the activated sludge plant 5.
Due to the removal of the greater amount of phenol in the zeolite filter 9 , the remaining part could be consumed completely by the bacteria in the activated sludge plant 5. The staying time of the wastewater in the zeolite filter 9 was about 15 minutes and in the activated sludge plant about 2 hours.
The zeolite filter, after some time of use, will be saturated with phenol. The filter then must be taken out of operation and be regenerated. This can easily be arranged by a plant shown in Fig. 1, for example in the way as shown in Fig. 2.
By arranging, as shown in Fig. 2, a special conduit 17 from the overflow of the septic tank 17 to the zeolite filter 2 and simultaneously disconnecting the supply of wastewater, purified water can be caused to flow through the filter and thereby bring about a regeneration. The clean water supplied to the filter bed takes up phenol from the zeolite material and supplies it to the activated sludge plant in such an amount per time unit, that the bacteria culture in the plan 5 is capable to break down the phenol.After the water has been circulated through the conduits 14 and 17 for a time sufficiently long for effecting the cleaning of the zeolite material, the procedure is stopped and the purification of the wastewater according to the arrangement shown in Fig. 1 is re-started.
The plant shown in Fig. 2 is provided with air injection through the conduit 11 and sludge recycling through the conduit 12 in the same way as in Fig. 1.
By using plants as illustrated in Figs. 1 and 2 purification of wastewater containing toxic substances can be carried out in a simple way. When, however, it is desired to make the treatment still more effective, a continuous method can be used. Examples of such a method are shown in Fig. 3.
According to Fig. 3 two zeolite filters 3 and, respectively, 4 are used. The wastewater to be purified is led to the zeolite bed 4 through the conduit 23. The experiment was also in this case carried out with water containing the toxic substance phenol, in this case in an amount of 3 g/1. The water, after having flown through the zeolite bed 10, is passed through the conduit 20 to an activated sludge plant 5. An analysis of the water showed that after the zeolite bed it contained less than 20 mg phenol per litre. In the same way as described with reference to Figs. 1 and 2, the cleaned water was passed through the conduit 15 to a septic tank 8. The purified water coming from the septic tank partially was taken out through the conduit 19 as completely treated water and partially was passed through the conduit 18 to the zeolite bed 9 in the container 3 for regenerating the material. The discharge from the container 3 then was returned to the plant 5 through the conduit 5. The plant 5 also in this case is provided with air injection 11. and sludge recycling 12 from the septic tank 8. The zeolite material in the container 4 has been given in Fig. 3 the reference numeral 10. By using a hydrophobic zeolite according to the present invention, a substantially improved purification of a toxic wastewater is obtained. The system gets a high resistance level to poisons and to changes in the composition of the water. At the same time it is possible thereby to utilize a greater selection of biological processes and to achieve a system at optimum from an economic point of view.
The invention is not restricted to the embodiments described, but can be varied within the scope of the invention idea. It is , thus, also possible to use the zeolite in a fluidized bed or as a coating on surfaces .

Claims

C l a i m
The use of a hydrofobic zeolite material as adsorbent at biological purification of wastewater, which material has such a composition, that the mole ratio Si:Al is greater than 20, preferably greater than 30, and has a pore opening of 1 - 10 A, preferably 5 - 10 A.
PCT/SE1987/000126 1986-03-13 1987-03-12 The use of hydrophobic zeolites as adsorption material at the biological purification of wastewater WO1987005592A1 (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
SE8601177-2 1986-03-13
SE8601177A SE456087B (en) 1986-03-13 1986-03-13 APPLICATION OF A HYDROPHOBIC ZEOLITE MATERIAL AS ADSORPTION MATERIAL FOR BIOLOGICAL CLEANING OF THE WASTE WATER

Publications (1)

Publication Number Publication Date
WO1987005592A1 true WO1987005592A1 (en) 1987-09-24

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PCT/SE1987/000126 WO1987005592A1 (en) 1986-03-13 1987-03-12 The use of hydrophobic zeolites as adsorption material at the biological purification of wastewater

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AU (1) AU7124787A (en)
SE (1) SE456087B (en)
WO (1) WO1987005592A1 (en)

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0349708A1 (en) * 1988-07-04 1990-01-10 Didier-Werke Ag Process for water purification
WO1999065826A1 (en) * 1998-06-16 1999-12-23 Ordio Ab A method for purifying water of pesticides
WO2000037364A1 (en) * 1998-12-09 2000-06-29 Ordio Ab Purification of water
WO2000047525A1 (en) * 1999-02-11 2000-08-17 Zeolite Australia Limited Process for the removal of suspended and other material from waste water
EP1041044A1 (en) * 1999-03-31 2000-10-04 Argus Umweltbiotechnologie GmbH A method of purifying waste water containing phenolics
WO2005108309A1 (en) 2003-05-03 2005-11-17 Garcia Gonzalez Jose Biological treatment which can be used for bacterial bioremediation in aquatic ecosystems and of urban and industrial effluents in order to ensure adequate digestion of organic matter and nutrients

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO1984004913A1 (en) * 1983-06-09 1984-12-20 Zeol Ab Method for reducing the hydrocarbon content in air or water
WO1985004390A1 (en) * 1984-04-02 1985-10-10 Vizépito^"Ipari Tröszt Process and equipment for removal of suspended material, biogenetic nutrients and dissolved metal compounds from sewage contaminated with organic and/or inorganic substances

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO1984004913A1 (en) * 1983-06-09 1984-12-20 Zeol Ab Method for reducing the hydrocarbon content in air or water
WO1985004390A1 (en) * 1984-04-02 1985-10-10 Vizépito^"Ipari Tröszt Process and equipment for removal of suspended material, biogenetic nutrients and dissolved metal compounds from sewage contaminated with organic and/or inorganic substances

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
EP0349708A1 (en) * 1988-07-04 1990-01-10 Didier-Werke Ag Process for water purification
WO1999065826A1 (en) * 1998-06-16 1999-12-23 Ordio Ab A method for purifying water of pesticides
WO2000037364A1 (en) * 1998-12-09 2000-06-29 Ordio Ab Purification of water
WO2000047525A1 (en) * 1999-02-11 2000-08-17 Zeolite Australia Limited Process for the removal of suspended and other material from waste water
US6679993B1 (en) 1999-02-11 2004-01-20 Zeolite Australia Limited Process for the removal of suspended and other material from waste water
EP1041044A1 (en) * 1999-03-31 2000-10-04 Argus Umweltbiotechnologie GmbH A method of purifying waste water containing phenolics
WO2005108309A1 (en) 2003-05-03 2005-11-17 Garcia Gonzalez Jose Biological treatment which can be used for bacterial bioremediation in aquatic ecosystems and of urban and industrial effluents in order to ensure adequate digestion of organic matter and nutrients

Also Published As

Publication number Publication date
SE8601177D0 (en) 1986-03-13
SE456087B (en) 1988-09-05
AU7124787A (en) 1987-10-09
SE8601177L (en) 1987-09-14

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