WO2001068536A1 - Verfahren und vorrichtung zur abwasserreinigung - Google Patents
Verfahren und vorrichtung zur abwasserreinigung Download PDFInfo
- Publication number
- WO2001068536A1 WO2001068536A1 PCT/EP2001/002078 EP0102078W WO0168536A1 WO 2001068536 A1 WO2001068536 A1 WO 2001068536A1 EP 0102078 W EP0102078 W EP 0102078W WO 0168536 A1 WO0168536 A1 WO 0168536A1
- Authority
- WO
- WIPO (PCT)
- Prior art keywords
- dead
- fixed bed
- backwashing
- membrane filtration
- filtration system
- Prior art date
Links
- 238000000034 method Methods 0.000 title claims abstract description 17
- 238000005374 membrane filtration Methods 0.000 claims abstract description 22
- 239000007787 solid Substances 0.000 claims abstract description 18
- 230000000717 retained effect Effects 0.000 claims abstract description 5
- 238000011001 backwashing Methods 0.000 claims description 25
- 239000000706 filtrate Substances 0.000 claims description 18
- 239000012528 membrane Substances 0.000 claims description 18
- 239000002351 wastewater Substances 0.000 claims description 17
- 239000000126 substance Substances 0.000 claims description 10
- 239000007788 liquid Substances 0.000 claims description 8
- 238000005352 clarification Methods 0.000 claims description 6
- 238000004140 cleaning Methods 0.000 claims description 5
- 239000000645 desinfectant Substances 0.000 claims description 4
- 238000004065 wastewater treatment Methods 0.000 claims description 4
- 239000012459 cleaning agent Substances 0.000 claims description 3
- 239000010802 sludge Substances 0.000 claims description 3
- 238000001471 micro-filtration Methods 0.000 claims description 2
- 238000000108 ultra-filtration Methods 0.000 claims description 2
- 238000011144 upstream manufacturing Methods 0.000 claims description 2
- 238000000746 purification Methods 0.000 claims 2
- 238000007599 discharging Methods 0.000 claims 1
- 238000009285 membrane fouling Methods 0.000 claims 1
- 238000001914 filtration Methods 0.000 abstract description 10
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract description 10
- 238000011010 flushing procedure Methods 0.000 abstract description 6
- 239000004576 sand Substances 0.000 abstract description 4
- 230000002262 irrigation Effects 0.000 abstract description 3
- 238000003973 irrigation Methods 0.000 abstract description 3
- 238000005189 flocculation Methods 0.000 description 3
- 230000016615 flocculation Effects 0.000 description 3
- 238000010926 purge Methods 0.000 description 3
- 239000008237 rinsing water Substances 0.000 description 3
- 238000009826 distribution Methods 0.000 description 2
- 239000013505 freshwater Substances 0.000 description 2
- WQYVRQLZKVEZGA-UHFFFAOYSA-N hypochlorite Chemical compound Cl[O-] WQYVRQLZKVEZGA-UHFFFAOYSA-N 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 239000010865 sewage Substances 0.000 description 2
- 239000002028 Biomass Substances 0.000 description 1
- ZAMOUSCENKQFHK-UHFFFAOYSA-N Chlorine atom Chemical compound [Cl] ZAMOUSCENKQFHK-UHFFFAOYSA-N 0.000 description 1
- 208000035473 Communicable disease Diseases 0.000 description 1
- 239000002033 PVDF binder Substances 0.000 description 1
- 241000700605 Viruses Species 0.000 description 1
- 239000002253 acid Substances 0.000 description 1
- 244000052616 bacterial pathogen Species 0.000 description 1
- 230000004888 barrier function Effects 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 230000000903 blocking effect Effects 0.000 description 1
- 229910052801 chlorine Inorganic materials 0.000 description 1
- 239000000460 chlorine Substances 0.000 description 1
- 238000011109 contamination Methods 0.000 description 1
- 230000001419 dependent effect Effects 0.000 description 1
- 239000003599 detergent Substances 0.000 description 1
- 239000003651 drinking water Substances 0.000 description 1
- 235000020188 drinking water Nutrition 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005265 energy consumption Methods 0.000 description 1
- 239000008394 flocculating agent Substances 0.000 description 1
- 239000012510 hollow fiber Substances 0.000 description 1
- 230000010354 integration Effects 0.000 description 1
- 238000009533 lab test Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 239000010841 municipal wastewater Substances 0.000 description 1
- 239000008239 natural water Substances 0.000 description 1
- 239000002245 particle Substances 0.000 description 1
- 230000001717 pathogenic effect Effects 0.000 description 1
- 230000000737 periodic effect Effects 0.000 description 1
- 230000002572 peristaltic effect Effects 0.000 description 1
- 239000002957 persistent organic pollutant Substances 0.000 description 1
- 229920002981 polyvinylidene fluoride Polymers 0.000 description 1
- 239000011148 porous material Substances 0.000 description 1
- 238000000926 separation method Methods 0.000 description 1
Classifications
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/44—Treatment of water, waste water, or sewage by dialysis, osmosis or reverse osmosis
- C02F1/444—Treatment of water, waste water, or sewage by dialysis, osmosis or reverse osmosis by ultrafiltration or microfiltration
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B01—PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
- B01D—SEPARATION
- B01D61/00—Processes of separation using semi-permeable membranes, e.g. dialysis, osmosis or ultrafiltration; Apparatus, accessories or auxiliary operations specially adapted therefor
- B01D61/14—Ultrafiltration; Microfiltration
- B01D61/145—Ultrafiltration
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B01—PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
- B01D—SEPARATION
- B01D61/00—Processes of separation using semi-permeable membranes, e.g. dialysis, osmosis or ultrafiltration; Apparatus, accessories or auxiliary operations specially adapted therefor
- B01D61/14—Ultrafiltration; Microfiltration
- B01D61/147—Microfiltration
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B01—PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
- B01D—SEPARATION
- B01D61/00—Processes of separation using semi-permeable membranes, e.g. dialysis, osmosis or ultrafiltration; Apparatus, accessories or auxiliary operations specially adapted therefor
- B01D61/14—Ultrafiltration; Microfiltration
- B01D61/16—Feed pretreatment
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B01—PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
- B01D—SEPARATION
- B01D65/00—Accessories or auxiliary operations, in general, for separation processes or apparatus using semi-permeable membranes
- B01D65/02—Membrane cleaning or sterilisation ; Membrane regeneration
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B01—PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
- B01D—SEPARATION
- B01D2311/00—Details relating to membrane separation process operations and control
- B01D2311/04—Specific process operations in the feed stream; Feed pretreatment
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B01—PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
- B01D—SEPARATION
- B01D2311/00—Details relating to membrane separation process operations and control
- B01D2311/06—Specific process operations in the permeate stream
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B01—PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
- B01D—SEPARATION
- B01D2321/00—Details relating to membrane cleaning, regeneration, sterilization or to the prevention of fouling
- B01D2321/04—Backflushing
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B01—PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
- B01D—SEPARATION
- B01D2321/00—Details relating to membrane cleaning, regeneration, sterilization or to the prevention of fouling
- B01D2321/16—Use of chemical agents
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B01—PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
- B01D—SEPARATION
- B01D2321/00—Details relating to membrane cleaning, regeneration, sterilization or to the prevention of fouling
- B01D2321/16—Use of chemical agents
- B01D2321/162—Use of acids
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B01—PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
- B01D—SEPARATION
- B01D2321/00—Details relating to membrane cleaning, regeneration, sterilization or to the prevention of fouling
- B01D2321/16—Use of chemical agents
- B01D2321/168—Use of other chemical agents
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B60—VEHICLES IN GENERAL
- B60W—CONJOINT CONTROL OF VEHICLE SUB-UNITS OF DIFFERENT TYPE OR DIFFERENT FUNCTION; CONTROL SYSTEMS SPECIALLY ADAPTED FOR HYBRID VEHICLES; ROAD VEHICLE DRIVE CONTROL SYSTEMS FOR PURPOSES NOT RELATED TO THE CONTROL OF A PARTICULAR SUB-UNIT
- B60W2710/00—Output or target parameters relating to a particular sub-units
- B60W2710/06—Combustion engines, Gas turbines
- B60W2710/0644—Engine speed
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F1/00—Treatment of water, waste water, or sewage
- C02F1/44—Treatment of water, waste water, or sewage by dialysis, osmosis or reverse osmosis
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F3/00—Biological treatment of water, waste water, or sewage
- C02F3/02—Aerobic processes
- C02F3/04—Aerobic processes using trickle filters
-
- Y—GENERAL 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
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A10/00—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
- Y02A10/30—Flood prevention; Flood or storm water management, e.g. using flood barriers
-
- Y—GENERAL 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
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02W—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO WASTEWATER TREATMENT OR WASTE MANAGEMENT
- Y02W10/00—Technologies for wastewater treatment
- Y02W10/10—Biological treatment of water, waste water, or sewage
Definitions
- the invention relates to a method for wastewater treatment, in which the wastewater to be cleaned is biologically cleaned in a fixed bed, in particular a trickling filter, and a corresponding device.
- wastewater represents an important potential source of process water.
- the replacement of fresh water with purified wastewater on the one hand enables better use of the available water reserves, and on the other hand the natural water sources are preserved for use in drinking water.
- some basic requirements have to be met.
- the drain quality of a fixed bed can be improved by using sand filters, but the filtrate quality is still not sufficient for reuse.
- a large amount of chlorine must also be dosed, which can contribute to the formation of dangerous chlorine-organic substances (THM).
- An object of the present invention is now to avoid the disadvantages mentioned, using a fixed bed to clean the waste water in such a way that the quality of the cleaned waste water permits reuse as process water, in particular for irrigation purposes.
- the process according to the invention is characterized in that the drain from the fixed bed is subjected to a dead-end membrane filtration and the retained solids are removed by backwashing.
- the corresponding device is characterized in that a dead-end membrane filtration system is provided downstream of the fixed bed reactor for cleaning the discharge of the fixed bed reactor. Both microfiltration membranes and ultrafiltration membranes can be used for dead-end membrane filtration. Because of this mode of operation and after the membranes retain solids, the solids concentration in the membrane module or in the membrane modules of the membrane filtration system increases during filtration. These solids are, preferably periodically, rinsed off the membrane surface by means of means provided and removed from the system.
- the invention can be used regardless of the type of membrane modules used (tube, cushion, plate and hollow fiber modules).
- Filtration based on the dead-end principle also has the advantage that the energy consumption is low compared to membrane filtration in cross-flow operation and that a dead-end membrane filtration system requires less space than secondary settling tanks and sand filters, which are usually used a fixed bed, in particular a trickling filter, are arranged.
- the cleaned wastewater (filtrate) can be used for periodic backwashing, which greatly reduces the consumption of fresh water.
- backwashing can be supported by gas entry, especially air.
- a vertical arrangement of modules results in a more even and effective distribution and mixing of purge air and liquid.
- the rinsing liquid which is heavily loaded with solids, can at least partially be fed to a preliminary clarification step upstream of the fixed bed reactor.
- the rinsing liquid resulting from the backwashing is drawn off as excess sludge. This can relieve the pre-clarification of the fixed bed.
- the embodiment variant that flocculants are added to the discharge of the fixed bed means that the solids combine to form larger flakes and thus the wastewater can be filtered more easily and the modules of the membrane filtration system can be backwashed better.
- the cleaning of the membranes can be carried out in a time-saving and cost-effective manner during the backwashing by dosing detergents and / or disinfectants.
- the invention is explained by way of example with reference to the figure.
- the figure shows the integration of a membrane filtration system, hereinafter referred to as a filtration system, in a sewage treatment plant.
- the biologically cleaned wastewater is treated with the filtration system 2.
- the raw wastewater 6 passes through an arithmetic unit 30, a sand trap 31 and a primary settling tank 4 with a sludge discharge 7, which is designed as an Emscher well.
- the outlet 12 of the trickling filter reactor 1 is withdrawn in a constant amount from a shaft (not shown) immediately after the trickling filter reactor 1 and / or directly via a line 36 from a secondary clarifier 22 via a submersible pump.
- the drain 12 enters the flocculation basin 23, into which flocculant from a flocculant tel container 25 is metered by means of a metering pump 34.
- the filtration system 2 is fed from this flocculation basin 23 via a centrifugal pump 13.
- the line for feed 35 can be shut off by means of a shut-off valve 20 during rewinding.
- a two-way valve 19 (rinsing water valve). During the filtration, the flushing water valve 19 is closed, as a result of which the so-called “dead end” is formed. After the membrane of the filter module 14 retains solids, an additional filter layer of suspended solids is formed. The filtrate 15 penetrates radially through the membrane and flows through it Filtrate valve 18 into the filtrate container 3. The filtrate 15 flows through a flow meter (not shown) and is collected in a filtrate container 3. The filtrate can be drawn off via the fittrate outlet 21.
- a three-way valve (filtrate valve 18) switches between the two flows.
- the rinse water valve 19 is opened during the rewinding to drain the rinse water 16.
- the amount of rinsing water 16 can be determined with the flow meter 32.
- shut-off valve 20 is closed and the flushing water valve 19 and the shut-off valve 37 are opened.
- the required return rate of 0.5-1 in the trickling filter reactor 1 can be achieved by returning the rinsing water 16 to the primary clarifier 4.
- the modified backwash is characterized by a combined flushing with air and water. Large amounts of air are blown into the module on the feed side before backwashing and during backwashing. This loosens the solid cake and can be removed more easily.
- an inlet for purging air 27 In backwashing mode, this can be used to inject air in addition to the feed flow by means of compressor 28. With suitable membranes, air can also be introduced on the filtrate side.
- the filter module 14 can be arranged horizontally, but for better distribution of the purge air 27, it can also be arranged vertically. In the latter arrangement, no blockages were found with the modified backwash according to the following mode, even with a high solids load:
- chemical cleaning agent and / or disinfectant 29 is metered into the backwashing stream via a membrane pump 33.
- the duration and the interval of the chemical backwashing are adjustable and depend on the degree of pollution of the waste water and the ambient temperature.
- the system described by way of example also has the following features:
- the outflow from the trickling filter reactor 1 contains 80-100 mg.l "1 filterable substances and has a COD of 100-150 mg.l " 1 .
- the outflow of the secondary clarifier 22 shows 10 - 60 mg. I “1 filterable substances and a COD of 55-90 mg.l " 1 .
- the flocculation time is 15-20 minutes.
- a peristaltic pump is used as the metering pump 34 for the flocculant.
- the filtration system 2 consists of a filter module 14 with a total membrane area of 5.1 m 2 .
- the membrane material is PVDF. Based on previous knowledge from laboratory tests, the filtrate flow is kept constant during production. The increasing membrane resistance is compensated for by increasing the feed pressure.
- the mean feed pressure is preferably 0.3 to 0.6 bar, but a maximum of 0.8 bar.
Landscapes
- Engineering & Computer Science (AREA)
- Water Supply & Treatment (AREA)
- Chemical & Material Sciences (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Life Sciences & Earth Sciences (AREA)
- Hydrology & Water Resources (AREA)
- Environmental & Geological Engineering (AREA)
- Organic Chemistry (AREA)
- Separation Using Semi-Permeable Membranes (AREA)
- Biological Treatment Of Waste Water (AREA)
- Purification Treatments By Anaerobic Or Anaerobic And Aerobic Bacteria Or Animals (AREA)
Abstract
Description
Claims
Priority Applications (7)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE50100578T DE50100578D1 (de) | 2000-03-10 | 2001-02-23 | Verfahren und vorrichtung zur abwasserreinigung |
AU2001235492A AU2001235492A1 (en) | 2000-03-10 | 2001-02-23 | Method and device for effluent treatment |
BRPI0109103-4A BR0109103B1 (pt) | 2000-03-10 | 2001-02-23 | método e aparelho de purificação de águas residuais. |
DZ013314A DZ3314A1 (de) | 2000-03-10 | 2001-02-23 | Verfahren und vorrichtung zur abwasserreinigung |
AT01907557T ATE248776T1 (de) | 2000-03-10 | 2001-02-23 | Verfahren und vorrichtung zur abwasserreinigung |
MXPA02008685A MXPA02008685A (es) | 2000-03-10 | 2001-02-23 | Metodo y dispositivo para tratamiento de efluentes. |
EP01907557A EP1265819B1 (de) | 2000-03-10 | 2001-02-23 | Verfahren und vorrichtung zur abwasserreinigung |
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
ATA405/2000 | 2000-03-10 | ||
AT0040500A AT408750B (de) | 2000-03-10 | 2000-03-10 | Verfahren und vorrichtung zur abwasserreinigung |
Publications (1)
Publication Number | Publication Date |
---|---|
WO2001068536A1 true WO2001068536A1 (de) | 2001-09-20 |
Family
ID=3673652
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
PCT/EP2001/002078 WO2001068536A1 (de) | 2000-03-10 | 2001-02-23 | Verfahren und vorrichtung zur abwasserreinigung |
Country Status (15)
Country | Link |
---|---|
EP (1) | EP1265819B1 (de) |
CN (1) | CN1238278C (de) |
AT (1) | AT408750B (de) |
AU (1) | AU2001235492A1 (de) |
BR (1) | BR0109103B1 (de) |
DE (1) | DE50100578D1 (de) |
DZ (1) | DZ3314A1 (de) |
EG (1) | EG22803A (de) |
ES (1) | ES2202278T3 (de) |
MX (1) | MXPA02008685A (de) |
SA (1) | SA01220120B1 (de) |
TN (1) | TNSN01037A1 (de) |
TR (1) | TR200202065T2 (de) |
WO (1) | WO2001068536A1 (de) |
ZA (1) | ZA200205320B (de) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2014027122A1 (es) * | 2012-08-16 | 2014-02-20 | Acciona Agua, S.A.U. | Sistema y método de tratamiento de aguas |
Families Citing this family (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN1329314C (zh) * | 2004-02-05 | 2007-08-01 | 哈尔滨工业大学 | 一种多用生物滴滤塔脱臭装置 |
EP3699149A1 (de) * | 2012-09-21 | 2020-08-26 | D.C. Water & Sewer Authority | Verfahren und vorrichtung zur wasserbehandlung unter verwendung von sieben |
CN106904706A (zh) * | 2017-03-06 | 2017-06-30 | 王刚 | 一种废水固液分离设备及*** |
CN111871989B (zh) * | 2020-06-16 | 2022-03-22 | 力合科技(湖南)股份有限公司 | 水样预处理*** |
CN116947146B (zh) * | 2023-07-12 | 2024-02-23 | 苏州登峰环境工程有限公司 | 一体化高效臭氧气动力学污水处理装置 |
Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US5230803A (en) * | 1990-08-08 | 1993-07-27 | Ciba-Geigy Corporation | Ground- and wastewater purification |
US5518620A (en) * | 1993-07-07 | 1996-05-21 | Organo Corporation | Apparatus for biological treatment of water and method for biological treatment of water using said apparatus |
DE19718028C1 (de) * | 1997-04-29 | 1998-06-04 | Hydac Filtertechnik Gmbh | Filtervorrichtung mit Membranmodul |
US5997743A (en) * | 1995-07-03 | 1999-12-07 | Ahn; Kyu-Hong | Water treatment method using hollow fiber membrane and apparatus therefor |
Family Cites Families (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US5221479A (en) * | 1991-02-15 | 1993-06-22 | Fuji Photo Film Co., Ltd. | Filtration system |
NL9400647A (nl) * | 1994-04-22 | 1995-12-01 | Stork Friesland Bv | Membraanfiltratiesysteem, werkwijze voor het onderwerpen van een vloeistof aan membraanfiltratie en werkwijze voor het reinigen van een dergelijk membraanfiltratiesysteem. |
DE19731887A1 (de) * | 1997-07-24 | 1999-01-28 | Gerd Thon | Sterilfiltrationsanlage zum Sterilfiltern von Regen- und Brauchwasser |
JPH1157710A (ja) * | 1997-08-27 | 1999-03-02 | Kurita Water Ind Ltd | 排水の膜処理装置 |
-
2000
- 2000-03-10 AT AT0040500A patent/AT408750B/de not_active IP Right Cessation
-
2001
- 2001-02-23 MX MXPA02008685A patent/MXPA02008685A/es active IP Right Grant
- 2001-02-23 WO PCT/EP2001/002078 patent/WO2001068536A1/de active IP Right Grant
- 2001-02-23 AU AU2001235492A patent/AU2001235492A1/en not_active Abandoned
- 2001-02-23 ES ES01907557T patent/ES2202278T3/es not_active Expired - Lifetime
- 2001-02-23 BR BRPI0109103-4A patent/BR0109103B1/pt not_active IP Right Cessation
- 2001-02-23 DZ DZ013314A patent/DZ3314A1/de active
- 2001-02-23 DE DE50100578T patent/DE50100578D1/de not_active Expired - Lifetime
- 2001-02-23 EP EP01907557A patent/EP1265819B1/de not_active Expired - Lifetime
- 2001-02-23 TR TR200202065T patent/TR200202065T2/xx unknown
- 2001-02-23 CN CNB018062903A patent/CN1238278C/zh not_active Expired - Fee Related
- 2001-02-28 EG EG20010218A patent/EG22803A/xx active
- 2001-03-09 TN TNSN01037 patent/TNSN01037A1/fr unknown
- 2001-05-16 SA SA01220120A patent/SA01220120B1/ar unknown
-
2002
- 2002-07-03 ZA ZA200205320A patent/ZA200205320B/en unknown
Patent Citations (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US5230803A (en) * | 1990-08-08 | 1993-07-27 | Ciba-Geigy Corporation | Ground- and wastewater purification |
US5518620A (en) * | 1993-07-07 | 1996-05-21 | Organo Corporation | Apparatus for biological treatment of water and method for biological treatment of water using said apparatus |
US5997743A (en) * | 1995-07-03 | 1999-12-07 | Ahn; Kyu-Hong | Water treatment method using hollow fiber membrane and apparatus therefor |
DE19718028C1 (de) * | 1997-04-29 | 1998-06-04 | Hydac Filtertechnik Gmbh | Filtervorrichtung mit Membranmodul |
Non-Patent Citations (1)
Title |
---|
"ABWASSERREINIGUNG NACH KOMBIVERFAHREN", BETRIEBSTECHNIK AKTUELL,DE,VOGEL VERLAG GMBH, WURZBURG, vol. 39, no. 11, 4 November 1998 (1998-11-04), pages 42, XP000792701, ISSN: 1434-8071 * |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2014027122A1 (es) * | 2012-08-16 | 2014-02-20 | Acciona Agua, S.A.U. | Sistema y método de tratamiento de aguas |
Also Published As
Publication number | Publication date |
---|---|
AT408750B (de) | 2002-02-25 |
CN1238278C (zh) | 2006-01-25 |
EP1265819B1 (de) | 2003-09-03 |
ZA200205320B (en) | 2003-09-02 |
TR200202065T2 (tr) | 2003-01-21 |
DZ3314A1 (de) | 2001-09-20 |
MXPA02008685A (es) | 2004-09-06 |
BR0109103A (pt) | 2002-12-03 |
EG22803A (en) | 2003-08-31 |
BR0109103B1 (pt) | 2010-10-05 |
ES2202278T3 (es) | 2004-04-01 |
ATA4052000A (de) | 2001-07-15 |
CN1416406A (zh) | 2003-05-07 |
TNSN01037A1 (fr) | 2003-04-03 |
EP1265819A1 (de) | 2002-12-18 |
AU2001235492A1 (en) | 2001-09-24 |
SA01220120B1 (ar) | 2006-11-14 |
DE50100578D1 (de) | 2003-10-09 |
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