WO2007017017A1 - Procédé de lavage à contre-courant de membranes capillaires d’un système à membranes - Google Patents
Procédé de lavage à contre-courant de membranes capillaires d’un système à membranes Download PDFInfo
- Publication number
- WO2007017017A1 WO2007017017A1 PCT/EP2006/006433 EP2006006433W WO2007017017A1 WO 2007017017 A1 WO2007017017 A1 WO 2007017017A1 EP 2006006433 W EP2006006433 W EP 2006006433W WO 2007017017 A1 WO2007017017 A1 WO 2007017017A1
- Authority
- WO
- WIPO (PCT)
- Prior art keywords
- capillary membranes
- fluid
- backwashing
- membranes
- permeate
- Prior art date
Links
- 210000001601 blood-air barrier Anatomy 0.000 title claims abstract description 79
- 238000011001 backwashing Methods 0.000 title claims abstract description 47
- 239000012528 membrane Substances 0.000 title claims abstract description 44
- 238000000034 method Methods 0.000 title claims abstract description 23
- 239000012530 fluid Substances 0.000 claims abstract description 58
- 238000004140 cleaning Methods 0.000 claims abstract description 49
- 239000012466 permeate Substances 0.000 claims abstract description 49
- 239000000126 substance Substances 0.000 claims abstract description 13
- 230000035699 permeability Effects 0.000 description 6
- 238000009792 diffusion process Methods 0.000 description 5
- 238000005374 membrane filtration Methods 0.000 description 4
- 230000009471 action Effects 0.000 description 3
- 230000007423 decrease Effects 0.000 description 3
- 238000004065 wastewater treatment Methods 0.000 description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 3
- 230000007547 defect Effects 0.000 description 2
- 238000010790 dilution Methods 0.000 description 2
- 239000012895 dilution Substances 0.000 description 2
- 239000011148 porous material Substances 0.000 description 2
- 230000008569 process Effects 0.000 description 2
- 239000002689 soil Substances 0.000 description 2
- 230000001174 ascending effect Effects 0.000 description 1
- 239000012459 cleaning agent Substances 0.000 description 1
- 230000001419 dependent effect Effects 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
- 239000000835 fiber Substances 0.000 description 1
- 238000001914 filtration Methods 0.000 description 1
- 239000010842 industrial wastewater Substances 0.000 description 1
- 239000007788 liquid Substances 0.000 description 1
- 238000000746 purification Methods 0.000 description 1
- 230000009467 reduction Effects 0.000 description 1
- 239000010865 sewage Substances 0.000 description 1
- 239000000243 solution Substances 0.000 description 1
- 230000036962 time dependent Effects 0.000 description 1
Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B01—PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
- B01D—SEPARATION
- B01D63/00—Apparatus in general for separation processes using semi-permeable membranes
- B01D63/02—Hollow fibre modules
-
- 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
- B01D65/00—Accessories or auxiliary operations, in general, for separation processes or apparatus using semi-permeable membranes
- B01D65/08—Prevention of membrane fouling or of concentration polarisation
-
- 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
- B01D2311/00—Details relating to membrane separation process operations and control
- B01D2311/14—Pressure control
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B01—PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
- B01D—SEPARATION
- B01D2315/00—Details relating to the membrane module operation
- B01D2315/06—Submerged-type; Immersion type
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B01—PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
- B01D—SEPARATION
- B01D2317/00—Membrane module arrangements within a plant or an apparatus
- B01D2317/04—Elements in parallel
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B01—PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
- B01D—SEPARATION
- B01D2317/00—Membrane module arrangements within a plant or an apparatus
- B01D2317/06—Use of membrane modules of the same kind
-
- 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
- B01D2321/12—Use of permeate
-
- C—CHEMISTRY; METALLURGY
- C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
- C02F2303/00—Specific treatment goals
- C02F2303/16—Regeneration of sorbents, filters
Definitions
- the invention relates to a method for backwashing capillary membranes of a membrane system that are connected with at least one open end that serves the permeate discharge with a permeate space of the membrane system, and, on the outside, are surrounded by a fluid that is to be filtrated.
- Membrane systems for membrane filtration are used, among other things, for drinking water treatment and purification of municipal sewage and industrial wastewater.
- the capillary membranes have a diameter of less than 5 mm, a diameter range between 0.5 mm and 3 mm being preferred for many applications.
- a fluid that is to be purified flows around the outside of the capillary membranes or the capillary membranes are immersed in a tank containing the fluid to be purified.
- the driving force for the membrane filtration is a pressure differential that can be realized by excess pressure on the side of the untreated water and/or by a pressure reduction on the side of the permeate.
- the purified fluid, the permeate discharges on the inside of the capillary membranes and reaches a permeate space, that is designed with an outlet for the permeate, at the open end of the capillary membranes.
- the capillary membranes soil in the course of the operating period.
- a backwashing of the capillary membranes takes place in specified intervals.
- a cleaning fluid is hereby supplied under pressure to the permeate space of the membrane system, streams into the capillary membranes, and permeates through the capillary membranes to the outside.
- the backwashing that is the reversal of the permeate flow, covering layers that adhere to the capillary membranes are dissolved and soilings are removed from the pores of the membranes.
- the cleaning action of the backwashing is not only dependent upon the duration of backwashing, the type and concentration of the cleaning chemicals, as well as the temperature, but also depends on the process conduct during backwashing. Particularly in practice, an operating mode is customary, wherein the permeate space is first filled with cleaning fluid and, subsequently, a specified fluid amount is displaced to the outside through the membrane walls of the capillary membranes by means of several short backwash pulses. An exposure time of several minutes without pressurization of the cleaning fluid is allowed for between the backwash pulses.
- the cleaning cycle comprising several backwash pulses is mostly repeated in intervals between one week and several weeks.
- the backwashing method operating by means of backwash pulses cannot prevent that the penetrability of the membranes, that is referred to as permeability, decreases in the course of time, significant differences with respect to the permeability in the longitudinal direction of the capillary membranes being noticeable.
- the permeability of the capillary membranes decreases with increasing distance from the open end of the capillary membranes.
- the invention starts with the realization that the changing permeability of the capillary membranes results from the operating mode during backwashing.
- a bundle of capillary membranes has a larger membrane surface. During exposure time, a portion of the cleaning fluid leaves the membranes by diffusion or the concentration of the cleaning chemicals is diluted by fluid entering from outside.
- the object to give a method for backwashing capillary membranes that guarantees an effective cleaning of the capillary membranes over their entire length with as low a consumption of cleaning fluid as possible.
- the backwashing method should also be suitable for membrane modules, the capillary membranes of which are only open at one end.
- Subject matter of the invention and solution of this object is a method for backwashing capillary membranes according to claim 1.
- the permeate space is filled with a cleaning fluid containing cleaning chemicals, and the fluid contained in the capillary membranes is displaced.
- a portion of the cleaning fluid is displaced through the membrane walls of the capillary membranes into the fluid to be filtrated, a small continuous backwash volume stream through the membranes being established that is adjusted in such a way that the concentration of the cleaning chemicals in the longitudinal direction of the capillary membranes remains essentially constant during the backwashing operation.
- a constant backwash volume stream is established.
- a small backflow volume stream is established which compensates for diffusion losses of cleaning chemicals and prevents a back-dilution of the cleaning fluid contained in the capillary membranes by fluid that enters from the outside to the inside through diffusion, defects in the membranes and the like.
- the backflow volume stream should be adapted to the permeability of the membranes and the membrane surface.
- a backflow volume stream that, based on the membrane surface loaded with cleaning fluid, is less than 20 l/(m 2 h) and preferably less than 10 l/(m 2 h).
- a continuous backflow volume stream of less than 5 1/ (m 2 h) already proves to be sufficient .
- a preferred embodiment of the method according to the invention provides for the variation of the volume stream of cleaning fluid supplied to the permeate space, a large fluid volume stream for filling the permeate space and displacing the fluid contained in the capillary membranes being established first, which is afterwards reduced to a lower value for backwashing.
- the pressure in the permeate space can be controlled in order to control the backwash volume stream.
- the cleaning action can be further improved, when an air or gas stream is introduced into the fluid to be filtrated during backwashing of the capillary membranes, which generates flow turbulences on the outside of the capillary membranes.
- the ascending gas bubbles improve the mass transfer on the outside of the capillary membranes and facilitate the removal of the deposits on the capillary membranes that dissolve as a result of the backwashing.
- the permeate space can be backwashed with an explicitly higher backwashing rate and with pure permeate at the end of the backwashing operation.
- Fig. 1 shows schematically a membrane system with capillary membranes that is immersed and used for wastewater treatment
- Fig. 2 shows schematically the time dependent backflow volume stream during backwashing of the membrane system.
- the membrane system shown in Fig. 1 operates while immersed and has several modules 1, each with a bundle of capillary membranes 2.
- the capillary membranes 2 are connected with an open end that serves the permeate discharge with a permeate space 3 of the membrane system and are surrounded on the outside by a fluid that is to be filtrated. It can be seen in Fig. 1 that, on their other end, the capillary membranes 2 end in the fluid to be filtrated in a freely moving fashion. On the free end, the capillary membranes 2 are individually sealed.
- the method described in the following is also suitable for membrane modules, the capillary membranes of which are each connected to a permeate space on both ends .
- the pressure on the side of the untreated water exceeds the pressure in the permeate space 3, and a permeate stream directed from the outside to the inside through the membrane walls of the capillary membranes 2 results.
- the purified fluid, the permeate discharges on the inside of the capillary membranes and reaches the permeate space 3, from which the permeate is pumped off by means of a permeate pump 5, at the open end of the capillary membranes.
- a deposit forms on the outside of the capillary membranes 2.
- the pores of the capillary membranes soil. From time to time, the soilings are removed by a backwashing of the capillary membranes 2.
- the permeate pump 5 is turned off and a valve 6 contained in the permeate pipe is closed. Thereafter, cleaning fluid 7 is pumped into the permeate space 3 of the membrane system from a cleaning storage tank, streams into the capillary membranes 2, and permeates through the capillary membranes to the outside.
- the cleaning fluid contains cleaning chemicals that in the system scheme shown in Fig. 1 are supplied to the cleaning tank 8 via a pipe 9. In the following, the conduct of the backwashing process is explained in more detail.
- the permeate space 3 is filled with the cleaning fluid 7, and the fluid contained in the capillary membranes is displaced by the cleaning fluid 7.
- a portion of the cleaning fluid is displaced through the membrane walls of the capillary membranes 2 into the fluid 4 that is to be filtrated.
- a small continuous backwash volume stream 10 through the membranes is established, and it is adjusted in such a way that the concentration of the cleaning chemicals in the longitudinal direction of the capillary membranes 2 remains essentially constant during the backwashing operation.
- the backwash volume stream 10 is adjusted in such a way that losses of cleaning chemicals due to diffusion through the membrane walls are compensated for, and a dilution of the cleaning fluid contained in the capillary membranes by water, which enters by osmosis, diffusion, membrane defects and the like through the membrane walls of the capillary membranes into the capillary membranes 2, is prevented.
- a backflow volume stream 10 that, based on the membrane surface loaded with cleaning fluid, is less than 20 l/(m 2 h) and preferably less than 10 1/ (m 2 h) .
- Fig. 2 It can be seen in Fig. 2 that the volume stream of cleaning fluid supplied to the permeate space is varied, a large fluid volume stream 11 for filling the permeate space and displacing the fluid contained in the capillary membranes being established first, which thereafter is reduced to the lower value 10 for backwashing.
- the backwash volume stream 10 of, for example, 3 l/(m 2 h) to 5 1/ (m 2 h) is maintained over a time period of 10 minutes to 120 minutes.
- controlling the pressure in the permeate space is advantages.
- an air or gas stream 12 into the fluid to be filtrated during backwashing of the capillary membranes, that generates flow turbulences on the outside of the capillary membranes and removes soilings that are dissolved from the membrane surface .
- the backwashing pump 13 For termination of the backwashing, the backwashing pump 13 is turned off and the cleaning fluid that is contained in permeate space 3 and in the capillary membranes 2 is pumped off as well as returned to the cleaning storage tank 8. Subsequently, the membrane filtration is continued by switching on permeate pump 5 and opening valve 6.
- a pump being able to operate bi-directionally can be used as backwashing pump 13. It is additionally possible to use the permeate pump 5 for backwashing, if it is able to operate bi-directionally.
- the cleaning chemicals might be added to the liquid stream by a portioning inlet set-up.
Landscapes
- Chemical & Material Sciences (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Life Sciences & Earth Sciences (AREA)
- Hydrology & Water Resources (AREA)
- Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Water Supply & Treatment (AREA)
- Organic Chemistry (AREA)
- Separation Using Semi-Permeable Membranes (AREA)
Abstract
L’invention concerne un procédé de lavage à contre-courant de membranes capillaires (2) d’un système à membranes que l’on connecte à au moins une extrémité ouverte servant à la décharge de produits d’infiltration avec un espace d’infiltration (3) du système à membranes, et qui sont, à l’extérieur, entourés d’un fluide (4) à filtrer. Tout d’abord, on remplit l’espace d’infiltration (3) et l’on déplace le fluide contenu dans les membranes capillaires (2) avec un fluide de nettoyage (7) contenant des produits chimiques de nettoyage. En établissant une pression dans l’espace d’infiltration supérieure à la pression exercée à l’extérieur des membranes capillaires, dans une opération de lavage à contre-courant, une portion du fluide de nettoyage est déplacée à travers les parois des membranes capillaires dans le fluide (4) à filtrer. Selon l’invention, un petit courant continu de volume de lavage à contre-courant à travers les membranes est établi, puis réglé pour que la concentration des produits chimiques de nettoyage dans la direction longitudinale des membranes capillaires (2) reste sensiblement constante pendant l’opération de lavage à contre-courant.
Applications Claiming Priority (2)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
DE102005035044A DE102005035044A1 (de) | 2005-07-27 | 2005-07-27 | Verfahren zum Rückspülen von Kapillarmembranen einer Membrananlage |
DE102005035044.5 | 2005-07-27 |
Publications (1)
Publication Number | Publication Date |
---|---|
WO2007017017A1 true WO2007017017A1 (fr) | 2007-02-15 |
Family
ID=37110174
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
PCT/EP2006/006433 WO2007017017A1 (fr) | 2005-07-27 | 2006-07-01 | Procédé de lavage à contre-courant de membranes capillaires d’un système à membranes |
Country Status (2)
Country | Link |
---|---|
DE (1) | DE102005035044A1 (fr) |
WO (1) | WO2007017017A1 (fr) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP2492000A1 (fr) * | 2009-10-22 | 2012-08-29 | Asahi Kasei Chemicals Corporation | Procédé pour le lavage de type à immersion d'un dispositif à membrane de séparation et système pour le lavage de type à immersion d'un dispositif à membrane de séparation |
EP2703066A1 (fr) * | 2011-04-25 | 2014-03-05 | Toray Industries, Inc. | Procédé de nettoyage d'un module membranaire |
Families Citing this family (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE102008037118B4 (de) * | 2008-08-08 | 2012-10-04 | Vws Deutschland Gmbh | Verfahren und Vorrichtung zur Aufbereitung von Wasser unter Verwendung von Nanofiltration |
DE102015107455B3 (de) | 2015-05-12 | 2016-06-09 | Vovo-Tec Gmbh | Verfahren zur chemischen Reinigung eines getauchten Membranfilters und Vorrichtung zur Anwendung des Verfahrens |
Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO1993002779A1 (fr) * | 1991-08-07 | 1993-02-18 | Memtec Limited | Concentration de matieres solides dans une suspension a l'aide de membranes a fibres creuses |
US6045698A (en) * | 1995-11-22 | 2000-04-04 | Omnium De Traitements Et De Valorization (Otv) | Method for cleaning a filtration installation of the type with immersed membranes |
US6547968B1 (en) * | 1999-07-30 | 2003-04-15 | Zenon Environmental Inc. | Pulsed backwash for immersed membranes |
Family Cites Families (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US5403479A (en) * | 1993-12-20 | 1995-04-04 | Zenon Environmental Inc. | In situ cleaning system for fouled membranes |
JPH07313850A (ja) * | 1994-05-30 | 1995-12-05 | Kubota Corp | 浸漬型セラミック膜分離装置の逆洗方法 |
JP2000070685A (ja) * | 1998-08-27 | 2000-03-07 | Daicel Chem Ind Ltd | 固液分離膜の洗浄方法 |
DE10301860A1 (de) * | 2003-01-17 | 2004-07-29 | Puron Ag | Membrananlage und Verfahren zur permeatseitigen Reinigung dieser Anlage |
-
2005
- 2005-07-27 DE DE102005035044A patent/DE102005035044A1/de not_active Withdrawn
-
2006
- 2006-07-01 WO PCT/EP2006/006433 patent/WO2007017017A1/fr active Application Filing
Patent Citations (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO1993002779A1 (fr) * | 1991-08-07 | 1993-02-18 | Memtec Limited | Concentration de matieres solides dans une suspension a l'aide de membranes a fibres creuses |
US6045698A (en) * | 1995-11-22 | 2000-04-04 | Omnium De Traitements Et De Valorization (Otv) | Method for cleaning a filtration installation of the type with immersed membranes |
US6547968B1 (en) * | 1999-07-30 | 2003-04-15 | Zenon Environmental Inc. | Pulsed backwash for immersed membranes |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
EP2492000A1 (fr) * | 2009-10-22 | 2012-08-29 | Asahi Kasei Chemicals Corporation | Procédé pour le lavage de type à immersion d'un dispositif à membrane de séparation et système pour le lavage de type à immersion d'un dispositif à membrane de séparation |
EP2492000A4 (fr) * | 2009-10-22 | 2014-08-13 | Asahi Kasei Chemicals Corp | Procédé pour le lavage de type à immersion d'un dispositif à membrane de séparation et système pour le lavage de type à immersion d'un dispositif à membrane de séparation |
EP2703066A1 (fr) * | 2011-04-25 | 2014-03-05 | Toray Industries, Inc. | Procédé de nettoyage d'un module membranaire |
EP2703066A4 (fr) * | 2011-04-25 | 2014-12-03 | Toray Industries | Procédé de nettoyage d'un module membranaire |
Also Published As
Publication number | Publication date |
---|---|
DE102005035044A1 (de) | 2007-02-01 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
EP1885475B1 (fr) | Système de nettoyage chimique pour filtre à membrane | |
US6303035B1 (en) | Immersed membrane filtration process | |
US20060065596A1 (en) | Membrane filter cleansing process | |
JP4545754B2 (ja) | 膜モジュールの改良型洗浄方法 | |
CA2591408C (fr) | Clarification dans des systemes de filtration sur membrane | |
KR100860955B1 (ko) | 멤브레인 필터 세척 방법 및 이를 실시하기 위한 설비 | |
JP2010501340A (ja) | 低圧逆洗 | |
WO2003059495A1 (fr) | Procedes d'amelioration des performances de filtration de membranes a fibres creuses | |
WO2011158559A1 (fr) | Procédé de nettoyage de modules à membranes | |
KR20100042348A (ko) | 분리막 세정장치 및 이를 이용한 분리막 모듈 세정방법 | |
JP2007296500A (ja) | 膜分離装置及び膜ろ過方法 | |
WO2007017017A1 (fr) | Procédé de lavage à contre-courant de membranes capillaires d’un système à membranes | |
KR101858754B1 (ko) | 여과 시스템 및 여과방법 | |
WO2019183221A1 (fr) | Nettoyage chimique pour filtres à membrane | |
EP4129455A1 (fr) | Procédé et programme pour déterminer un problème de nettoyage dans un générateur d'eau douce | |
JPH08229362A (ja) | 浸漬型膜濾過装置における膜の薬液洗浄方法及び薬液洗浄装置 | |
JP5423184B2 (ja) | 濾過膜モジュール洗浄方法および洗浄装置 | |
CN115103820A (zh) | 基于过滤特性预测的造水装置的控制方法、造水装置的故障判定方法、造水装置、造水装置的运行程序、造水装置的故障判定程序和记录介质 | |
JP5319583B2 (ja) | 膜ろ過装置の逆洗方法 | |
AU2006243804B2 (en) | Chemical clean for membrane filter | |
JP4087318B2 (ja) | 水浄化システムの運転方法 | |
JP2000210540A (ja) | 膜ろ過装置 | |
JP2001038163A (ja) | 浸漬型膜分離装置の逆洗方法 | |
AU735103B2 (en) | Concentration of solids in a suspension using hollow fibre membranes | |
JP2024087250A (ja) | 膜ろ過装置及びそれを用いた浄水システム |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
121 | Ep: the epo has been informed by wipo that ep was designated in this application | ||
122 | Ep: pct application non-entry in european phase |
Ref document number: 06762342 Country of ref document: EP Kind code of ref document: A1 |