WO1986005770A1 - An apparatus for the purification of water, waste water in particular, by a biological oxidation method - Google Patents

An apparatus for the purification of water, waste water in particular, by a biological oxidation method Download PDF

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Publication number
WO1986005770A1
WO1986005770A1 PCT/FI1986/000030 FI8600030W WO8605770A1 WO 1986005770 A1 WO1986005770 A1 WO 1986005770A1 FI 8600030 W FI8600030 W FI 8600030W WO 8605770 A1 WO8605770 A1 WO 8605770A1
Authority
WO
WIPO (PCT)
Prior art keywords
water
biorotor
rotor
biomass
granular medium
Prior art date
Application number
PCT/FI1986/000030
Other languages
English (en)
French (fr)
Inventor
Vilho Dunder
Original Assignee
Insinööritoimisto Lujari Oy
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 Insinööritoimisto Lujari Oy filed Critical Insinööritoimisto Lujari Oy
Publication of WO1986005770A1 publication Critical patent/WO1986005770A1/en
Priority to NO864856A priority Critical patent/NO159265C/no

Links

Classifications

    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F3/00Biological treatment of water, waste water, or sewage
    • C02F3/02Aerobic processes
    • C02F3/08Aerobic processes using moving contact bodies
    • C02F3/082Rotating biological contactors
    • 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

  • the invention relates to an apparatus for the purification of water, waste water in particular, by a biological oxidation method.
  • Biological waste water treatment is based on the principle that the natural bacterial activity ispromoted by agitation and intro ⁇ duction of oxygen into the waste water, usually by aeration and by providing a suitable substrate for the oxidation bacteria.
  • a biorotor is a slowly rotating cylinder which is horizontally positioned and partly immersed in the water to be treated. As the rotor rotates slowly, a honeycomb assembly alternately sinks in the water/waste water so as to get the bacteria moist and rises up in the air wherein there is plenty of oxygen available for an efficient bacterial activity to take place in a thin film of water. This promotes the interchange of water and air into the biomass carrying out the oxidation as well as the decomposition of organic waste matter taking place under natural conditions.
  • the internal structure of the cylinder is intended to provide the widest poss ⁇ ible area for the bacteria to get attached to.
  • the biomass substrate is honeycomb-like and made of plastic or metal.
  • the manu ⁇ facture of the honeycomb assembly requires expensive manufacturing methods. Because the honeycomb assembly also serves as a load-bearing structure, this restricts increasing of the area of the biomass substrate, which would require an extremely finely built honeycomb assem ⁇ bly.
  • the rotor is usually mounted in bearings at the ends thereof and the rotation is carried out from one end by means of a chain or gear assembly. The rotational power required by the rotor is high and requires heavy driving machineries. As the rotor is supported from the -ends thereof, a steady central shaft has to be provided and the size of the rotor cannot be increased unlimitedly.
  • biorotor according to the invention avoids the disadvantages of existing biorotors and at the same time increases the purifying efficiency. This is achieved by means of the charachteristics disclosed in the claims.
  • the invention is advantageous mainly in that it is simple in construction, the honeycomb assembly,' being replaced with a light granular material.
  • This material forms a so called hydrostatic bearing which eliminates the deflection of the central shaft and enables manufac ⁇ ture of rotors having a greater diameter and length than previously.
  • a manifold substrate for the biomass per unit volume is obtained in comparison with previously known solutions.
  • a simple circulation of the waste water and the purified water through the rotor drum and the separation of solid substances out of the active biomass is effected by theuse of a screen- like surface material of the rotor. The rotation of the drum by means of the incoming water saves driving power.
  • a rotor having a modular structure can be easily manufactured in dif ⁇ ferent sizes.
  • the grain size of the granular material i.e. the inert medium, can be chosen to suit the pur ⁇ pose in each particular case, and, if required, it can be altered in a simple way, which is not possible with previously known solutions.
  • the biobeds used in minor water treatment units can also be replaced by a substrate of a granular material for the biomass.
  • Figure 1 is a general view of a biorotor
  • Figure 2 is a cross-section of an apparatus according to the invention.
  • Figure 3 illustrates a sector module of the appa ⁇ ratus according to the invention.
  • FIG 1 is a general view of a basin 1 of a water treatment plant and a biorotor 2 according to the invention which floats within said basin held up by a loose medium contained in the rotor.
  • Water to be: purified is passed through nozzles 4 of a feeding pipe 3 to a tooth ring 5 of the biorotor, whereby the water effects the turning moment rotating the rotor.
  • This principle is previously known from water mills but the difference lies in that here the water is simultaneously led inside the rotor through a screen-like outer jacket 6 of the 86/05770
  • biorotor After the water has been passed through the biorotor, it is further passed through-a central tunnel 8 to another end 7 of the rotor, wherefrom it can be moved on for further treatment into a subsequent rotor or, if it is completely purified, removed from the process.
  • the biorotor according to the invention is formed by sector modules 20 which are more closely described in Figure 3.
  • the screen-like outer jacket 6 can be made of a perforated sheet, a wire material, or the like. It is essential that the screen-like jacket effects a prescreening and separation of e.g. fibrous particles outside of the biorotor promoting biological oxidation. In this way it is possible to recover the so called flour contained in the waste waters of paper mills, for instance. In practice this can be effected e.g. by means of resilient brush-like scrapers 19 which, in Figure 2, are positioned above a trough 12 dis ⁇ charging superfluous water.
  • the water fed to the circumference of the rotor through the feeding pipes 3 and the nozzles 4 trickles through the jacket 6 of the tooth . ring 5 on the loose grains 11 , wherefrom it further trickles slowly downwards.
  • loose grains can consist of e.g. cork or plastic.
  • the sectors 20 are not completely filled with the loose medium 11 , the grains move therein during the rotation of the rotor and are chafed against each other, which effects self-purification as a result of which the biomass cannot grow excessively in thickness so that the system would be blocked.
  • a buoyancy is crea ⁇ ted which holds up both the granular material 11 and the entire structure of the biorotor. So the loose medium 11 serves as a hydraulic bearing of the biorotor for the whole system, thus providing an even supportion over the whole ' length of the rotor. Consequently, the biorotor can be constructed very light and the drums can be large in diameter and of any length.
  • the structure of the central tunnel 8 appears from the Figure 2 as well as the function of the troughs 9 positioned therein.
  • a spiral-like structure is obtained by mounting said troughs 9 in a slanting posi ⁇ tion with respect to the longitudinal shaft of the rotor, whereby the water trickling into the center is displaced towards the outlet end 7 of the biorotor ( Figure 1).
  • a continuous circulation of the water to be treated can be arranged by providing the central tunnel 8 with closed ends and by pumping water from the outlet end 7 to a subsequent stage of the process.
  • the wall 10 of the central tunnel of the rotor can be made of a similar screen-like material as the outer jacket 6.
  • the amount of the active biomass in a volume unit can be effectively adjusted according to the requirement in each particular case. For example, when a grain size having a diameter of about 8 mm is used, the active biomass area obtained is as large as 500 m'Vrrr and even mpre, which is more than threefold in comparison with the honeycomb structures of previously known biorotors. By decreasing the grain size the active area can be further increased. In this way it is possible to operate the biorotor even in very small water treatment instal ⁇ lations, if required. On the other hand, large and effi ⁇ cient biorotors can be constructed in high capacity plants.
  • Figure 3 illustrates a sector module 20 of the biorotor according to the invention.
  • This is formed by end walls 14, corner supports 13, toothed supports 15, bottom supports 18, a jacket 6, intermediate walls 17 and a bottom wall 10.
  • the end walls 14, the intermediate walls 17 and the bottom wall 10 can be made of a material permeable to water, such as e.g. a wire cloth, or, if desired, the intermediate walls 17 and the end walls 14 can be solid.
  • the sector is for a major part filled with the loose medium 11; however, a free space 21 ( Figure 1) must be left so that the loose grains can move and be chafed against each other. The chafing and mutual mixing of the grains can, if required, be made more effi ⁇ cient by means of agitator plates 16 secured inside the sectors.
  • the entire sector can be detached for maintenance or for the replacement of the loose medium 11, for instance.
  • the biorotor according to the invention can be constructed also otherwise than by the use of modules. Because there is no stationary honeycomb assembly, the sector modules or the like structures can be easily constructed in diffe ⁇ rent sizes or in different shapes whenever this is necessary.
  • the loose medium used as a substrate for the biomass is suitable for any cross-sectional shape of the biorotor.
  • the biorotor according to the invention can be used also for the purification of flue gases or other gases or for odour removal using either a biological or a chemical method.
  • the flue gases or any other gas to be purified is passed into the central tunnel 8 of the rotor, wherefrom it is conveyed through the loose medium 11 , thereby reacting with the liquid film of the medium.
  • a biological method a biological oxidation takes place in the surface film of the loose medium and a liquid, e.g. an alkaline solution upon which the rotor floats, neutralizes the pH-value so that the biological process is not choked.
  • a chemical method the flue gases react chemically with the liquid contained in the surface film of the loose medium. Both methods utilize the large area obtained by means of the loose medium for the reaction to take place as well as the self- purification of. the rotor as the grains are chafed against each other.
  • biorotor according to the invention and the loose medium contained therein can also be used for other purifying purposes of water and gas as described above.

Landscapes

  • Life Sciences & Earth Sciences (AREA)
  • Health & Medical Sciences (AREA)
  • Molecular Biology (AREA)
  • Biodiversity & Conservation Biology (AREA)
  • Microbiology (AREA)
  • Hydrology & Water Resources (AREA)
  • Engineering & Computer Science (AREA)
  • Environmental & Geological Engineering (AREA)
  • Water Supply & Treatment (AREA)
  • Chemical & Material Sciences (AREA)
  • Organic Chemistry (AREA)
  • Biological Treatment Of Waste Water (AREA)
PCT/FI1986/000030 1985-04-04 1986-03-25 An apparatus for the purification of water, waste water in particular, by a biological oxidation method WO1986005770A1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
NO864856A NO159265C (no) 1985-04-04 1986-12-03 Apparat for rensing av vann, saerlig avloepsvann, ved hjelpav en biologisk oksydasjonsmetode.

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
FI851369 1985-04-04
FI851369A FI80070C (fi) 1985-04-04 1985-04-04 Anordning foer rening av vatten, speciellt avfallsvatten, med en biologisk oxidationsmetod och anvaendning av anordningen foer rening av gaser.

Publications (1)

Publication Number Publication Date
WO1986005770A1 true WO1986005770A1 (en) 1986-10-09

Family

ID=8520635

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/FI1986/000030 WO1986005770A1 (en) 1985-04-04 1986-03-25 An apparatus for the purification of water, waste water in particular, by a biological oxidation method

Country Status (12)

Country Link
EP (1) EP0258228A1 (nl)
AT (1) ATA903786A (nl)
DE (1) DE3690150T1 (nl)
ES (1) ES8701694A1 (nl)
FI (1) FI80070C (nl)
GB (1) GB2194526B (nl)
GR (1) GR860872B (nl)
NL (1) NL8620108A (nl)
NO (1) NO159265C (nl)
SE (1) SE461146B (nl)
SU (1) SU1479003A3 (nl)
WO (1) WO1986005770A1 (nl)

Cited By (15)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO1989001915A1 (en) * 1987-08-28 1989-03-09 Niels Vestergaard Aeration wheel and plant for aeration of water
EP0414957A1 (de) * 1989-09-28 1991-03-06 Joachim Dipl.-Ing. Tatura Hydrodynamischer Tauchkammern-Bioreaktor
EP0415160A1 (de) * 1989-09-01 1991-03-06 Norbert Schwarting Reaktor zum mikrobiellen Abbau organisch belasteter Substrate
EP0542755A1 (en) * 1990-06-11 1993-05-26 Aquaria Inc ROTATING, BIOLOGICALLY ACTIVE FILTER SYSTEM FOR AQUARIUMS.
DE4203103A1 (de) * 1992-02-04 1993-08-05 Passavant Werke Einrichtung fuer die biologische reinigung von abwasser
WO1993022244A1 (en) * 1992-04-29 1993-11-11 Aquatech Ltd. Cage-like biological contact cleaner device for waste water treatment
WO1995008512A1 (en) * 1993-09-22 1995-03-30 Aquaria, Inc. Rotating biological filter system
US5419831A (en) * 1990-06-11 1995-05-30 Aquaria, Inc. Rotating biological aquarium filter system
US5779885A (en) * 1990-06-11 1998-07-14 Aquaria, Inc. Rotating biological filter system
US5868926A (en) * 1990-06-11 1999-02-09 Aquaria, Inc. Rotating biological filter system
EP0913361A1 (fr) * 1997-10-16 1999-05-06 Jean-Michel Egretier Filtre bactérien rotatif pour traitement aérobie
US6245236B1 (en) 1999-05-26 2001-06-12 Cercona Of America Inc. Reciprocating biological filter
CN102703307A (zh) * 2012-07-02 2012-10-03 刘宇 大容量水浸卧式厌氧消化反应罐
CN108570401A (zh) * 2018-04-04 2018-09-25 重庆工业职业技术学院 生物反应器离心提升搅拌器
FR3073838A1 (fr) * 2017-11-23 2019-05-24 Veolia Water Solutions & Technologies Support Systeme pour le traitement biologique des eaux et procede correspondant

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2335189A (en) * 1998-03-14 1999-09-15 Itms Water Treatment Limited Liquid effluent treatment apparatus
CN105733719B (zh) * 2014-12-09 2018-12-25 中国石油天然气股份有限公司 一种适用于天然气生物脱硫的曝气装置和生物反应系统
RU167652U1 (ru) * 2015-12-02 2017-01-10 Федеральное государственное учреждение "Федеральный исследовательский центр "Фундаментальные основы биотехнологии" Российской академии наук" (ФИЦ Биотехнологии РАН) Биороторное очистное устройство

Citations (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
SE100517C1 (sv) * 1937-02-23 1940-12-17 K Petersen Sätt för rening av kloakvatten och annat avfalls- eller avloppsvatten samt anordning för dess utförande.
US3540589A (en) * 1967-08-30 1970-11-17 Nouvelle Seta S A R L Soc Apparatus for the purification of polluted water
US4028244A (en) * 1972-01-26 1977-06-07 European Plastic Machinery Mfg. A/S Apparatus for establishing contact between a liquid and a gas
US4160736A (en) * 1977-10-11 1979-07-10 Autotrol Corporation Rotating trickling filter
EP0008810A1 (de) * 1978-09-13 1980-03-19 Funk, Michael Verfahren und Vorrichtung zur biologischen Abwasserreinigung nach dem Schlammbelebungsverfahren
US4200532A (en) * 1978-06-07 1980-04-29 Ishigaki Kiko Co., Ltd. Wastewater treatment apparatus
US4268385A (en) * 1978-03-14 1981-05-19 Dengyosha Engineering Co., Inc. Centrifugal rotating disc assembly for biological waste water treatment apparatus
US4284503A (en) * 1979-03-27 1981-08-18 Staehler Theo Device for aerating sewage or sewage-sludges
GB2072647A (en) * 1979-08-02 1981-10-07 Hancock M C Biological reactor
DE3238366A1 (de) * 1982-10-16 1984-04-19 Adolf Ing.(grad.) 5828 Ennepetal Neuhaus Vorrichtung zur behandlung verunreinigter waesser

Patent Citations (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
SE100517C1 (sv) * 1937-02-23 1940-12-17 K Petersen Sätt för rening av kloakvatten och annat avfalls- eller avloppsvatten samt anordning för dess utförande.
US3540589A (en) * 1967-08-30 1970-11-17 Nouvelle Seta S A R L Soc Apparatus for the purification of polluted water
US4028244A (en) * 1972-01-26 1977-06-07 European Plastic Machinery Mfg. A/S Apparatus for establishing contact between a liquid and a gas
US4160736A (en) * 1977-10-11 1979-07-10 Autotrol Corporation Rotating trickling filter
US4268385A (en) * 1978-03-14 1981-05-19 Dengyosha Engineering Co., Inc. Centrifugal rotating disc assembly for biological waste water treatment apparatus
US4200532A (en) * 1978-06-07 1980-04-29 Ishigaki Kiko Co., Ltd. Wastewater treatment apparatus
EP0008810A1 (de) * 1978-09-13 1980-03-19 Funk, Michael Verfahren und Vorrichtung zur biologischen Abwasserreinigung nach dem Schlammbelebungsverfahren
US4284503A (en) * 1979-03-27 1981-08-18 Staehler Theo Device for aerating sewage or sewage-sludges
GB2072647A (en) * 1979-08-02 1981-10-07 Hancock M C Biological reactor
DE3238366A1 (de) * 1982-10-16 1984-04-19 Adolf Ing.(grad.) 5828 Ennepetal Neuhaus Vorrichtung zur behandlung verunreinigter waesser

Cited By (22)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO1989001915A1 (en) * 1987-08-28 1989-03-09 Niels Vestergaard Aeration wheel and plant for aeration of water
EP0415160A1 (de) * 1989-09-01 1991-03-06 Norbert Schwarting Reaktor zum mikrobiellen Abbau organisch belasteter Substrate
EP0414957A1 (de) * 1989-09-28 1991-03-06 Joachim Dipl.-Ing. Tatura Hydrodynamischer Tauchkammern-Bioreaktor
US5679253A (en) * 1990-06-11 1997-10-21 Aquaria, Inc. Rotating biological aquarium filter system
US5853591A (en) * 1990-06-11 1998-12-29 Aquaria, Inc. Rotating biological aquarium filter system
EP0542755A4 (en) * 1990-06-11 1993-09-22 Aquaria, Inc. Rotating biological aquarium filter system
US5868926A (en) * 1990-06-11 1999-02-09 Aquaria, Inc. Rotating biological filter system
US5779885A (en) * 1990-06-11 1998-07-14 Aquaria, Inc. Rotating biological filter system
US5419831A (en) * 1990-06-11 1995-05-30 Aquaria, Inc. Rotating biological aquarium filter system
US5423978A (en) * 1990-06-11 1995-06-13 Aquaria Inc. Rotating biologic aquarium filter system
EP0542755A1 (en) * 1990-06-11 1993-05-26 Aquaria Inc ROTATING, BIOLOGICALLY ACTIVE FILTER SYSTEM FOR AQUARIUMS.
DE4203103A1 (de) * 1992-02-04 1993-08-05 Passavant Werke Einrichtung fuer die biologische reinigung von abwasser
WO1993022244A1 (en) * 1992-04-29 1993-11-11 Aquatech Ltd. Cage-like biological contact cleaner device for waste water treatment
WO1995008512A1 (en) * 1993-09-22 1995-03-30 Aquaria, Inc. Rotating biological filter system
EP0913361A1 (fr) * 1997-10-16 1999-05-06 Jean-Michel Egretier Filtre bactérien rotatif pour traitement aérobie
US6245236B1 (en) 1999-05-26 2001-06-12 Cercona Of America Inc. Reciprocating biological filter
CN102703307A (zh) * 2012-07-02 2012-10-03 刘宇 大容量水浸卧式厌氧消化反应罐
FR3073838A1 (fr) * 2017-11-23 2019-05-24 Veolia Water Solutions & Technologies Support Systeme pour le traitement biologique des eaux et procede correspondant
WO2019101454A1 (fr) * 2017-11-23 2019-05-31 Veolia Water Solutions & Technologies Support Systeme pour le traitement biologique des eaux
US11878923B2 (en) 2017-11-23 2024-01-23 Veolia Water Solutions & Technologies Support System for the biological treatment of water and corresponding method
AU2018373321B2 (en) * 2017-11-23 2024-02-01 Veolia Water Solutions & Technologies Support System for the biological treatment of water
CN108570401A (zh) * 2018-04-04 2018-09-25 重庆工业职业技术学院 生物反应器离心提升搅拌器

Also Published As

Publication number Publication date
ATA903786A (de) 1991-10-15
NO159265C (no) 1988-12-14
SE8703835D0 (sv) 1987-10-05
SE461146B (sv) 1990-01-15
FI851369L (fi) 1986-10-05
NO864856L (no) 1986-12-03
SE8703835L (sv) 1987-10-05
DE3690150T1 (nl) 1988-03-10
FI851369A0 (fi) 1985-04-04
FI80070B (fi) 1989-12-29
SU1479003A3 (ru) 1989-05-07
FI80070C (fi) 1990-04-10
EP0258228A1 (en) 1988-03-09
ES553679A0 (es) 1986-12-01
ES8701694A1 (es) 1986-12-01
GR860872B (en) 1986-06-26
NO864856D0 (no) 1986-12-03
NO159265B (no) 1988-09-05
GB2194526B (en) 1989-11-01
GB2194526A (en) 1988-03-09
NL8620108A (nl) 1988-01-04
GB8723271D0 (en) 1987-11-04

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