WO1992022505A1 - Festbettreaktor zur biologischen behandlung von abwässern - Google Patents
Festbettreaktor zur biologischen behandlung von abwässern Download PDFInfo
- Publication number
- WO1992022505A1 WO1992022505A1 PCT/DE1992/000464 DE9200464W WO9222505A1 WO 1992022505 A1 WO1992022505 A1 WO 1992022505A1 DE 9200464 W DE9200464 W DE 9200464W WO 9222505 A1 WO9222505 A1 WO 9222505A1
- Authority
- WO
- WIPO (PCT)
- Prior art keywords
- carrier
- bed reactor
- fixed bed
- reactor according
- elements
- Prior art date
Links
- 239000007788 liquid Substances 0.000 claims abstract description 23
- 239000000463 material Substances 0.000 claims abstract description 9
- 244000005700 microbiome Species 0.000 claims abstract description 8
- 239000012876 carrier material Substances 0.000 claims description 8
- 239000002351 wastewater Substances 0.000 claims description 4
- 239000000758 substrate Substances 0.000 abstract description 5
- 239000010865 sewage Substances 0.000 abstract 1
- 210000000078 claw Anatomy 0.000 description 6
- 238000006243 chemical reaction Methods 0.000 description 4
- 239000003344 environmental pollutant Substances 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- 238000005457 optimization Methods 0.000 description 3
- 231100000719 pollutant Toxicity 0.000 description 3
- 230000008569 process Effects 0.000 description 3
- OKTJSMMVPCPJKN-UHFFFAOYSA-N Carbon Chemical compound [C] OKTJSMMVPCPJKN-UHFFFAOYSA-N 0.000 description 2
- 230000015556 catabolic process Effects 0.000 description 2
- 238000006731 degradation reaction Methods 0.000 description 2
- 238000009826 distribution Methods 0.000 description 2
- 230000000813 microbial effect Effects 0.000 description 2
- 239000011148 porous material Substances 0.000 description 2
- 238000005086 pumping Methods 0.000 description 2
- 206010010774 Constipation Diseases 0.000 description 1
- 239000002253 acid Substances 0.000 description 1
- 239000003513 alkali Substances 0.000 description 1
- 230000001174 ascending effect Effects 0.000 description 1
- 230000008901 benefit Effects 0.000 description 1
- 230000031018 biological processes and functions Effects 0.000 description 1
- 230000033228 biological regulation Effects 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 239000000969 carrier Substances 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 230000018109 developmental process Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000002349 favourable effect Effects 0.000 description 1
- 239000012530 fluid Substances 0.000 description 1
- 239000006260 foam Substances 0.000 description 1
- 239000011521 glass Substances 0.000 description 1
- 230000006872 improvement Effects 0.000 description 1
- 230000001788 irregular Effects 0.000 description 1
- 230000004060 metabolic process Effects 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 239000004033 plastic Substances 0.000 description 1
- 230000005855 radiation Effects 0.000 description 1
- 238000005204 segregation Methods 0.000 description 1
- 239000010802 sludge Substances 0.000 description 1
- 230000007480 spreading Effects 0.000 description 1
- 239000004575 stone Substances 0.000 description 1
- 229920001169 thermoplastic Polymers 0.000 description 1
- 239000004416 thermosoftening plastic Substances 0.000 description 1
- 230000007306 turnover Effects 0.000 description 1
- 238000009827 uniform distribution Methods 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 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
- C02F3/00—Biological treatment of water, waste water, or sewage
- C02F3/02—Aerobic processes
- C02F3/10—Packings; Fillings; Grids
- C02F3/101—Arranged-type packing, e.g. stacks, arrays
-
- 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
- C02F3/06—Aerobic processes using submerged 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
- 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 fixed bed reactor with at least two stages for the biological treatment of waste water according to the preamble of claim 1.
- the object of the present invention is therefore to provide a fixed bed reactor in which the resulting bio-sludge does not cause blockages and is available to the greatest extent possible for a material conversion and in which the carrier material is arranged in such a way that a uniform flow around the largest possible area of the Carrier material is made possible.
- flat, curved, straight or tubular support elements are used in the fixed bed reactor in such a way that the direction of flow of the liquid to be cleaned is parallel to the large areas of the support elements.
- Such support elements can e.g. Plates or tubes made of a porous sintered plastic material, in which coarser, very fine-pored grains of activated carbon or Liapor, partially open to the surface, are advantageously enclosed.
- the plates or pipes can be flat elements or profiled, e.g. wavy or trapezoidal, body.
- the size of the distance between the plates should be as small as possible in order to have the largest possible exchange area in the To be able to accommodate the reactor. On the other hand, it must not fall below a minimum value in order to avoid the risk of constipation.
- the optimization of the minimum column width depends on the mycelium formation of the microorganisms used in each case and can be determined experimentally. The type of microorganisms is determined by the pollutant content of the substrate to be cleaned. The optimization of the minimum column width also includes that the column width across the cross-section is the same everywhere, otherwise the flow resistance in the columns would be different, which would result in an uneven flow through the reactor cross-section and thus an uneven material conversion.
- the plates are arranged in a ring, the rings formed in this way having a different diameter and being arranged coaxially one inside the other at equal intervals.
- the carrier elements are tubes of different diameters, which are arranged concentrically one inside the other.
- the characteristic of the laminar flow form is the absence of the macroscopic exchange processes in the fluid transversely to the flow direction, which in turn means that the metabolism by the microorganisms only in the immediate carrier elements, i.e. Plate surface takes place where the liquid comes into contact with the microorganisms.
- An economical reactor design therefore makes it necessary to mix the liquid as often as possible in order to gradually bring all pollutant components into contact with the microorganisms.
- a plurality of carrier packs each consisting of a plurality of carrier elements, ie plates, one behind the other, as viewed in the direction of flow, the plates of two successive carrier packs advantageously being arranged with respect to one another in such a way that one plate stands above a gap or vice versa.
- the packages are offset from one another by an angle of, for example, 30 °.
- the ratio of the reactor diameter to the height of the carrier packages can be 4: 1.
- the reactor in a loop arrangement, i.e. to allow multiple flow through the carrier packages by pumping.
- the liquid is sucked off behind the individual loop stages and fed back to the beginning of the loop.
- the liquid withdrawn from the previous stage, or the newly supplied liquid, and the liquid fed back from the subsequent stage come into contact with one another and mix. This mixing becomes particularly intense when the discharge of the previous stage is behind the supply of the following stage and the outlet direction of the liquid is downwards, i.e. in the direction of flow. takes place against the main flow direction.
- Another advantage of the multiple loop arrangement can be seen in an improvement in the controllability or the uniformity of the pH in the reactor. It can happen that the pH setpoint deviates from the permissible range (eg +/- 0.5) at one point of the reactor and requires an acid or alkali metering to compensate. With only one The system becomes sluggish the longer the controlled system is, the larger the reactor volume for a given flow rate. Large fluctuations around the setpoint and long control times are inevitable.
- the subdivision of the reactor volume into several small sub-areas, ie stages with successive carrier packs, with their own pumping facility makes fast regulation possible, which can also start at the sub-area where the deviation is detected. For this purpose, each sub-area has its own pH measuring point.
- control loops can be cascaded with the same aim of more quickly correcting the fault.
- Crucial for an economical reactor operation is an even distribution of the polluted liquid over the cross section of the reactor in order to achieve an optimal degradation rate of the pollutant.
- the distribution becomes more uniform the more inlet openings are regularly distributed over the cross section of the reactor. It is advantageous to adapt this arrangement to the reactor cross-section, i.e. In the case of circular reactor cross sections, the number of inlet openings should be arranged as evenly as possible on concentric circles. Also the
- the radiation flow in the free jet is related to the vertical flow of a baffle plate or the Flow around rotationally symmetrical profiles, both of which can be used in the reactor according to the invention.
- Fig. 2 a section to Fig. 1;
- Fig. 5 is a schematic representation of a
- a profiled plate as a carrier element.
- the carrier package according to the invention according to FIGS. 1 and 2 consists of tubular carrier elements 1 of different diameters, which are arranged concentrically one inside the other.
- the carrier elements 1 are fastened on connecting webs 3 of two annular disks 2a, 2b and are stretched between these disks 2a, 2b.
- the support elements are held in sockets 4a, 4b, which are screwed, glued or welded onto the connecting webs.
- the annular disks 2a, 2b are detachably connected to one another with threaded rods 5a and screws 5b.
- threaded bores 6 are made in the center of the carrier package, into which threaded rods 7 are screwed for introducing the carrier packages into the reactor can.
- claws or blocks are each arranged at the same height, on which the lower annular disk 2b rests.
- the annular disks 2a, 2b are provided with recesses 8 lying one above the other, which are dimensioned such that they fit over the claws or blocks . If the intended row of claws or blocks is reached, a small turn is sufficient to leave the carrier package on. Due to their own weight and the low flow, it is normally not necessary to attach the carrier packs further, however, if necessary, they can be screwed onto the claws or blocks, for example.
- the 3 consists of a plurality of carrier packs 10, which are arranged in a reactor housing 9 at a distance from one another and are arranged between the reactor inlet 12 and outlet 13, as described in more detail in relation to FIGS. 1 and 2, on the inner wall of the reactor fixed claws 11 rest.
- Each level i.e. after each carrier package 10, a pump device 14 is assigned, which sucks off part of the liquid, which emerges from a carrier package 10 and supplies this part of the liquid to the reactor below this carrier package 10 again.
- the loops formed in this way can include one or more carrier packs 10.
- Baffle plates 15 are arranged for better mixing of the different streams, reactor inlet 12, in which liquid from stages located further up is also returned.
- reactor inlet 12 in which liquid from stages located further up is also returned.
- the support elements 1 and the columns arranged between them one above the other. As stated above, however, it is advantageous to provide an offset here.
- FIG. 4 shows a liquid supply which can be connected to one of the pump devices mentioned in FIG. 3.
- This liquid supply consists of an inlet pipe 20, which is connected to a ring line 21, from which branch lines 22, 22 ′ of inward length are directed.
- the branch lines 22, 22 ' have at their ends fork-shaped pipe sections 23, 23', at the ends of which in turn there are inlet openings 24 for the liquid.
- the branch lines 22, 22 'and the pipe sections 23, 23' are arranged so that the inlet openings 24 lie on two or more of the concentric circles presented. The same amount of water should advantageously exit at each opening 24.
- the individual branch lines can also each be connected directly to pump devices.
- the inlet openings 24 point downward, with a baffle plate flowing vertically at a distance of, for example, 10 mm from them.
- a baffle plate flowing vertically at a distance of, for example, 10 mm from them.
Landscapes
- 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)
- Apparatus Associated With Microorganisms And Enzymes (AREA)
- Biological Treatment Of Waste Water (AREA)
- Physical Or Chemical Processes And Apparatus (AREA)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP4510687A JPH06509973A (ja) | 1991-06-08 | 1992-06-05 | 排水の生物学的処理のための固定床式反応槽 |
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| DE19914118927 DE4118927A1 (de) | 1991-06-08 | 1991-06-08 | Festbettreaktor zur biologischen behandlung von abwaessern |
| DEP4118927.2 | 1991-06-08 |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| WO1992022505A1 true WO1992022505A1 (de) | 1992-12-23 |
Family
ID=6433523
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| PCT/DE1992/000464 WO1992022505A1 (de) | 1991-06-08 | 1992-06-05 | Festbettreaktor zur biologischen behandlung von abwässern |
Country Status (4)
| Country | Link |
|---|---|
| EP (1) | EP0588842A1 (cs) |
| JP (1) | JPH06509973A (cs) |
| DE (1) | DE4118927A1 (cs) |
| WO (1) | WO1992022505A1 (cs) |
Families Citing this family (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE19939674A1 (de) * | 1999-08-20 | 2001-02-22 | Norddeutsche Seekabelwerk Gmbh | Festbett zur biologischen Abwasserreinigung und Verfahren zum Inspizieren des Festbettes |
| DE10017537A1 (de) * | 2000-04-05 | 2001-10-18 | Norddeutsche Seekabelwerk Gmbh | Vorrichtung zur biologischen Behandlung von insbesondere Abwasser |
| WO2002090270A1 (es) * | 2001-05-08 | 2002-11-14 | Universidad De Cadiz | Reactor biologico para la oxidation de fe(ii) a fe(iii) |
| ES2180428B1 (es) * | 2001-05-08 | 2004-04-16 | Universidad De Cadiz | Reactor biologico para la oxidacion de fe(ii) a fe(iii). |
| WO2007110008A1 (de) * | 2006-03-29 | 2007-10-04 | WGM Winter Gerätebau & Metallverarbeitung GmbH | Anlage und verfahren zur vollbiologischen wasseraufbereitung |
| JP5399102B2 (ja) * | 2009-03-10 | 2014-01-29 | 五洋建設株式会社 | ガス処理装置および担体充填体 |
| CN103332787B (zh) * | 2013-06-25 | 2014-08-20 | 李泽 | 一种河涌水的处理方法及装置 |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE1030817B (de) * | 1953-05-22 | 1958-05-29 | Exxon Research Engineering Co | Vorrichtung und Verfahren zum Stoffaustausch zwischen Fluessigkeiten und Daempfen |
| BE676140A (cs) * | 1965-02-05 | 1966-08-08 | ||
| US3329271A (en) * | 1962-06-21 | 1967-07-04 | Texas Vitrified Pipe Company | Trickling filter media |
| AT327827B (de) * | 1973-08-03 | 1976-02-25 | Heinz Faigle | Einrichtung bei tropfkorperanlagen |
| EP0249861A2 (de) * | 1986-06-20 | 1987-12-23 | Bayer Ag | Verfahren zur biologischen Abluft- und Abwasserreinigung |
| EP0304734A1 (de) * | 1987-08-22 | 1989-03-01 | ME/BO/CO VERFAHRENSTECHNIK GMBH & CO. KG | Vorrichtung zur anaeroben Behandlung von Biomasse |
| EP0306053A2 (de) * | 1987-09-03 | 1989-03-08 | Gmbh Tecon | Reaktor und Verfahren zum biologischen Reinigen von schadstoffhaltigem Wasser |
Family Cites Families (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE3361853D1 (en) * | 1982-08-06 | 1986-02-27 | Buchs Umwelttech Utb | Fixed bed reactor for the treatment, especially the anaerobic treatment of sewage sludge or liquids heavily polluted with organic compounds |
-
1991
- 1991-06-08 DE DE19914118927 patent/DE4118927A1/de active Granted
-
1992
- 1992-06-05 WO PCT/DE1992/000464 patent/WO1992022505A1/de not_active Application Discontinuation
- 1992-06-05 JP JP4510687A patent/JPH06509973A/ja active Pending
- 1992-06-05 EP EP92911172A patent/EP0588842A1/de not_active Ceased
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE1030817B (de) * | 1953-05-22 | 1958-05-29 | Exxon Research Engineering Co | Vorrichtung und Verfahren zum Stoffaustausch zwischen Fluessigkeiten und Daempfen |
| US3329271A (en) * | 1962-06-21 | 1967-07-04 | Texas Vitrified Pipe Company | Trickling filter media |
| BE676140A (cs) * | 1965-02-05 | 1966-08-08 | ||
| AT327827B (de) * | 1973-08-03 | 1976-02-25 | Heinz Faigle | Einrichtung bei tropfkorperanlagen |
| EP0249861A2 (de) * | 1986-06-20 | 1987-12-23 | Bayer Ag | Verfahren zur biologischen Abluft- und Abwasserreinigung |
| EP0304734A1 (de) * | 1987-08-22 | 1989-03-01 | ME/BO/CO VERFAHRENSTECHNIK GMBH & CO. KG | Vorrichtung zur anaeroben Behandlung von Biomasse |
| EP0306053A2 (de) * | 1987-09-03 | 1989-03-08 | Gmbh Tecon | Reaktor und Verfahren zum biologischen Reinigen von schadstoffhaltigem Wasser |
Also Published As
| Publication number | Publication date |
|---|---|
| EP0588842A1 (de) | 1994-03-30 |
| DE4118927C2 (cs) | 1993-05-13 |
| JPH06509973A (ja) | 1994-11-10 |
| DE4118927A1 (de) | 1992-12-10 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| DE1942698B2 (de) | Verfahren und Vorrichtung zur mehrstufigen biologischen Behandlung von Abwasser | |
| EP1503848B1 (de) | Hohlfasermembran-filtrationsvorrichtung und deren verwendung bei der reinigung von abwasser sowie membranbioreaktor | |
| DE69521576T2 (de) | Vorrichtung zur aeroben Behandlung von Abwasser | |
| DE4118927C2 (cs) | ||
| AT402201B (de) | Einrichtung zum feinblasigen eintrag von gasen in flüssigkeiten | |
| EP0182380A2 (de) | Verfahren und Vorrichtung zur biologischen Behandlung von Wasser, insbesondere zur Denitrifikation von Rohwasser zur Trinkwasseraufbereitung | |
| DE2708653C3 (de) | Anlage zur Behandlung von pumpfähigem Abfallstoff | |
| EP0615006B1 (de) | Verteiler für viskose Flüssigkeiten mit regelbaren, multiplen Ausgängen | |
| DD147231A5 (de) | Verfahren und anlage zur anaeroben reinigung von fluessigkeiten | |
| EP1506137B1 (de) | Verfahren und vorrichtung zur kontinuierlichen aufbereitung von wasser | |
| EP0100953B1 (de) | Festbettreaktor zur Behandlung, insbesondere zur anaeroben Behandlung, von Klärschlamm oder mit organischen Stoffen stark belasteten Flüssigkeiten | |
| DE2420744C3 (de) | Vorrichtung zum Reinigen von Abwasser | |
| DE3324072C2 (de) | Vorrichtung zur anaeroben Abwasserreinigung | |
| DE202017002548U1 (de) | Anordnung zur Begasung von Flüssigkeiten mit einem rohrförmigen Begaser | |
| DE8802347U1 (de) | Vorrichtung zur Anreicherung von Wasser mit Sauerstoff | |
| EP0810976B1 (de) | System zur reinigung von rohwasser, insbesondere abwasser | |
| DE2436965C2 (de) | Filter zum Filtern von Flüssigkeiten | |
| DE102022200932B4 (de) | Verfahren und Vorrichtung zur Behandlung von Abwasser in einem Klärbecken | |
| DE19537112C2 (de) | Begasungseinrichtung | |
| DE69019195T2 (de) | Vorrichtung zur Verteilung und Diffusion eines Gases in einer Flüssigkeit, in der auch körniges Material enthalten sein kann, und mit einer solchen Vorrichtung ausgerüsteter Bioreaktor. | |
| DE2501356A1 (de) | Einrichtung zur belueftung von belebtschlamm-klaeranlagen | |
| DE29824261U1 (de) | Flotationsanlage zur Reinigung von Abwässern | |
| DE19835188A1 (de) | Verfahren zur Reinigung von Abwässern in einer Flotationsanlage und Flotationsanlage | |
| EP0890382A1 (de) | Vorrichtung zur Beschickung von Rundbecken mit zu klärendem Abwasser | |
| DE19944389A1 (de) | Verfahren zur Belüftung von Abwasser, dafür geeignete Belüftungseinrichtung und mit der Belüftungseinrichtung ausgestattetes Belebungsbeckung mit ungünstigem Fläche/Tiefe-Verhältnis |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| AK | Designated states |
Kind code of ref document: A1 Designated state(s): JP US |
|
| AL | Designated countries for regional patents |
Kind code of ref document: A1 Designated state(s): AT BE CH DE DK ES FR GB GR IT LU MC NL SE |
|
| DFPE | Request for preliminary examination filed prior to expiration of 19th month from priority date (pct application filed before 20040101) | ||
| WWE | Wipo information: entry into national phase |
Ref document number: 1992911172 Country of ref document: EP |
|
| WWP | Wipo information: published in national office |
Ref document number: 1992911172 Country of ref document: EP |
|
| WWR | Wipo information: refused in national office |
Ref document number: 1992911172 Country of ref document: EP |
|
| WWW | Wipo information: withdrawn in national office |
Ref document number: 1992911172 Country of ref document: EP |