WO2011042476A1 - Dispositif de purification d'eaux usées contenant des impuretés, monté ou pouvant être monté dans un bateau - Google Patents

Dispositif de purification d'eaux usées contenant des impuretés, monté ou pouvant être monté dans un bateau Download PDF

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Publication number
WO2011042476A1
WO2011042476A1 PCT/EP2010/064943 EP2010064943W WO2011042476A1 WO 2011042476 A1 WO2011042476 A1 WO 2011042476A1 EP 2010064943 W EP2010064943 W EP 2010064943W WO 2011042476 A1 WO2011042476 A1 WO 2011042476A1
Authority
WO
WIPO (PCT)
Prior art keywords
waste water
reactor
water tank
wastewater
interior
Prior art date
Application number
PCT/EP2010/064943
Other languages
German (de)
English (en)
Inventor
Jens VAN ZÜREN
Original Assignee
Enveko Gmbh
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 Enveko Gmbh filed Critical Enveko Gmbh
Priority to EP10765420A priority Critical patent/EP2485986A1/fr
Publication of WO2011042476A1 publication Critical patent/WO2011042476A1/fr

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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
    • C02F3/12Activated sludge processes
    • C02F3/1236Particular type of activated sludge installations
    • C02F3/1242Small compact installations for use in homes, apartment blocks, hotels or the like
    • BPERFORMING OPERATIONS; TRANSPORTING
    • B63SHIPS OR OTHER WATERBORNE VESSELS; RELATED EQUIPMENT
    • B63JAUXILIARIES ON VESSELS
    • B63J4/00Arrangements of installations for treating ballast water, waste water, sewage, sludge, or refuse, or for preventing environmental pollution not otherwise provided for
    • B63J4/006Arrangements of installations for treating ballast water, waste water, sewage, sludge, or refuse, or for preventing environmental pollution not otherwise provided for for treating waste water or sewage
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F2103/00Nature of the water, waste water, sewage or sludge to be treated
    • C02F2103/008Originating from marine vessels, ships and boats, e.g. bilge water or ballast water
    • CCHEMISTRY; METALLURGY
    • C02TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02FTREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F2201/00Apparatus for treatment of water, waste water or sewage
    • C02F2201/001Build in apparatus for autonomous on board water supply and wastewater treatment (e.g. for aircrafts, cruiseships, oil drilling platforms, railway trains, space stations)
    • 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 a device which can be installed or installed in a vessel for the purification of pollutants containing wastewater with at least one reactor which can be connected to an effluent tank for temporarily storing the effluent, in which the effluent is mixed with gas and enriched and biodegradation of the impurities takes place. and at least one separation unit connected to the reactor, in which any remaining impurities remaining in the wastewater are retained.
  • watercraft in the present context is meant all types of powered and non-powered watercraft, such as, in particular, large vessels, such as containerized or cruise ships, in relation to smaller yachts, work pontoons and platforms and offshore platforms.
  • wastewater is understood, in particular, to mean liquid waste products from the kitchen and sanitary sector and, in addition, other liquid waste products from industrial processes.
  • Ab- Water not only water, but also other liquid and solid components, which are also often biomass.
  • gray water which is with chemicals, especially detergents and surfactants, spiked and slightly contaminated water from sink, shower and bath, and black water, which also contains thick matter, usually of biological origin and when using toilets.
  • the device of the type mentioned allows a two-stage purification of wastewater.
  • a biological purification of the waste water in a reactor by mixing the waste water with gas, which is usually air or oxygen, followed by biological degradation of the impurities contained in the wastewater.
  • gas which is usually air or oxygen
  • one or more reactors may be used if desired. In the case of using multiple reactors, these may be connected in parallel and / or in series, with a parallel connection leads to an increase in capacity, while a series circuit, for example, a primary reactor and a downstream secondary reactor, mainly an increase in the cleaning quality is intended.
  • a further purification process takes place, in that possibly remaining residual impurities, in particular biomass and / or other thick matter, are retained by the separation unit in the wastewater and thus removed from the wastewater.
  • the purification takes place in the downstream of the reactor separation unit essentially by mechanical means. This two-stage process, which runs continuously, leads to a very high degree of purity of the purified wastewater.
  • the wastewater is first collected in at least one wastewater tank before it then undergoes the cleaning process in the previously described apparatus.
  • the waste water stored there is removed from the waste water tank and placed in the apparatus described above for the purpose of purification.
  • the maximum amount of waste water to be processed in the cleaning device is determined by the maximum filling volume of the wastewater tank (s).
  • wastewater tanks are often required by law. This applies in particular to shipping, whereby not only large ships such as container freighters or cruise ships, but also in relation to smaller yachts are affected.
  • a device for purifying impurities containing wastewater with at least one connectable to a waste tank for temporary storage of the wastewater reactor in which the waste water is mixed with gas and enriched and biodegradation of the Contaminations takes place, and at least one separation unit connected to the reactor, in which wastewater possibly still remaining residual impurities are retained, characterized in that the reactor is designed for at least partial installation in the waste water tank and essentially an independent, relative to the surrounding Interior of the waste water tank forms a closed unit.
  • an apparatus for purifying impurities containing waste water with at least one waste water tank for temporarily storing the waste water, a reactor connected to the waste tank, in which the waste water is mixed with gas and enriched and Biodegradation of the impurities takes place, and at least one separation unit connected to the reactor, in which wastewater possibly still remaining residual impurities are retained, characterized in that the reactor is at least partially disposed within the waste water tank and essentially a separate, forms a closed unit with respect to the surrounding interior of the waste water tank.
  • the space can be saved, which was originally claimed in the conventional devices of the at least one reactor.
  • the reactor is placed in the inventive arrangement by installation in a waste water tank separated from the separation unit.
  • the volume of construction of the remaining part of the device without a reactor is significantly reduced, while not making itself noticeable by the installation in the waste water tank, the footprint of the reactor.
  • the invention makes use of the knowledge that the receiving volume of wastewater tanks commonly used is much larger than the volume of construction of a reactor of the aforementioned device.
  • the effective incorporation volume of the inventive incorporation of the reactor into a wastewater tank experiences a reduction, which, however, does not actually have any effect in practice, while on the other hand the space gain for the installation of the device is clearly noticeable.
  • the inventive installation of the reactor in the wastewater tank can be a further advantage of the connecting lines between the waste water tank and the reactor shorten considerably.
  • a suitably located below the water level in the wastewater tank inlet a direct connection below the water surface within the waste water tank between the surrounding interior and the interior of the reactor.
  • the reactor forms an independent, compared to the surrounding interior of the septic tank closed system that operates independently of the surrounding interior of the septic tank and preferably also does not emit purified water into the surrounding interior of the septic tank; Rather, the purified water should preferably be discharged from the reactor via an outlet which forms a separate discharge line from the interior of the waste water tank.
  • a supply line 2 which includes a pump 4 to waste water containing contaminants, usually thick matter of biological origin, to promote in a waste water tank 6.
  • the waste water tank 6, which may for example be provided on ships as Kayka- lientank serves for intermediate storage of the wastewater.
  • the volume of such a waste water tank 6 is usually a few cubic meters or a few thousand liters.
  • the waste water tank 6 communicates with a reactor 10, which thus the feed 8 is supplied directly from the reactor 10 surrounding the interior of the waste water tank 6 with the wastewater containing impurities.
  • the reactor 10 forms an independent, compared to the surrounding interior of the septic tank 6 closed system, which operates independently of the surrounding interior of the septic tank 6.
  • the reactor 10 consists of a substantially upright cylindrical container and is divided into a lower transport zone 10a (short residence time) and an upper reaction zone 10b (longer residence time).
  • the inlet 8 is connected to the lower transport zone 10a.
  • gas usually air or oxygen
  • gas is introduced into the transport zone 10a and thus into the wastewater located there.
  • the wastewater is moved in a circulating flow.
  • a liquid flow from the lower transport zone 10a takes place in the upper reaction zone 10b.
  • the wastewater is also subjected to a circular flow.
  • the reaction zone 10b serves to biodegrade the impurities in the wastewater.
  • the reactor 10 contains in the usual way biomass, which grows with the degradation of the impurities and is removed in a known manner gradually.
  • the reaction zone 10b and the transport zone 10a may further be connected to each other via a return, not shown in the figure, to effect a return of at least a portion of the liquid from the reaction zone 10b in the transport zone 10a with subsequent re-enrichment with gas.
  • a return not shown in the figure
  • the wastewater purified in the reactor 10 so far exits the reactor 10 via an outlet 12 connected to the reaction zone 10 b and is conveyed by means of a pump 14 through a connecting line 16 into a separation unit 18.
  • the separation unit 18 consists of a container whose interior is divided by a membrane 20 into an upstream portion 18a and a downstream portion 18b.
  • the membrane 20 performs a filtering function so that the residual contaminants remaining in the purified waste water are retained by the membrane 20 and collected in the upstream section 18b. Passed through the membrane 20, only the pure liquid in the downstream portion 18 b of the separation unit 18.
  • the thus two-stage purified waste water exits via a drain 22 from the downstream portion 18 b of the separation unit 18.
  • the membrane 20 is indicated only by a simple straight line; in fact, however, the membrane is usually provided with such a special shape, so that the largest possible surface is formed.
  • the reactor 10 is completely installed within the waste water tank 6, so that it does not appear in the installation of the system shown in the figure outwardly and therefore does not claim any additional space.
  • the effective receiving volume of the waste water tank 6 undergoes a reduction due to the installation of the reactor 10, in practice it does not have any practical effect since the volume of waste water tanks commonly used is considerably larger than the volume of construction of the reactor 10. This can be seen in the attached Figure not to scale for expression, since for reasons of better representation, the reactor 10 is shown enlarged in relation to the waste water tank 6.
  • the inlet 8 needs to be formed only as a simple nozzle, which is a connection between the surrounding interior of the septic tank 6 and the interior of the reactor 10 produces.
  • the drain 12 must be led out of the reactor 10 through the wall 6a of the waste water tank 6 to the outside and forms for this purpose a relation to the interior of the waste water tank 6 separate drain line.
  • the figure reflects only a very simplified representation of the system described above.
  • a plant usually still has other aggregates such as e.g. Pumps, branches, valves, valves and other piping as well as controls and power supplies, which usually belong to the outside of the septic tank part of the system, but are omitted in the figure for reasons of clarity.
  • the separation unit 18 may include a plurality of filters and / or membranes.
  • a plurality of reactors may also be used, which are preferably all installed in the waste water tank 6.

Landscapes

  • Engineering & Computer Science (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Chemical & Material Sciences (AREA)
  • Environmental & Geological Engineering (AREA)
  • Organic Chemistry (AREA)
  • Hydrology & Water Resources (AREA)
  • Water Supply & Treatment (AREA)
  • Microbiology (AREA)
  • Biodiversity & Conservation Biology (AREA)
  • Health & Medical Sciences (AREA)
  • General Health & Medical Sciences (AREA)
  • Public Health (AREA)
  • Toxicology (AREA)
  • Combustion & Propulsion (AREA)
  • Mechanical Engineering (AREA)
  • Ocean & Marine Engineering (AREA)
  • Separation Using Semi-Permeable Membranes (AREA)

Abstract

La présente invention concerne un dispositif de purification d'eaux usées contenant des impuretés, monté ou pouvant être monté dans un bateau. Ce dispositif comporte au moins un réacteur (10) pouvant être raccordé à un réservoir d'eaux usées (6) servant au stockage provisoire des eaux usées. Les eaux usées sont mélangées et enrichies avec du gaz dans ledit réacteur et une décomposition biologique intervient. Le dispositif comporte également une unité de séparation (18) qui est raccordée au réacteur (10) et sert à retenir les éventuelles impuretés résiduelles. La particularité de l'invention réside dans le fait que le réacteur (10) est conçu pour être intégré au moins partiellement dans le réservoir d'eaux usées (6) et qu'il constitue une unité sensiblement autonome, fermée par rapport à l'espace intérieur environnant du réservoir d'eaux usées (6).
PCT/EP2010/064943 2009-10-07 2010-10-06 Dispositif de purification d'eaux usées contenant des impuretés, monté ou pouvant être monté dans un bateau WO2011042476A1 (fr)

Priority Applications (1)

Application Number Priority Date Filing Date Title
EP10765420A EP2485986A1 (fr) 2009-10-07 2010-10-06 Dispositif de purification d'eaux usées contenant des impuretés, monté ou pouvant être monté dans un bateau

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE202009013628U DE202009013628U1 (de) 2009-10-07 2009-10-07 Vorrichtung zur Reinigung von Verunreinigungen enthaltendem Abwasser
DE202009013628.0 2009-10-07

Publications (1)

Publication Number Publication Date
WO2011042476A1 true WO2011042476A1 (fr) 2011-04-14

Family

ID=43502080

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/EP2010/064943 WO2011042476A1 (fr) 2009-10-07 2010-10-06 Dispositif de purification d'eaux usées contenant des impuretés, monté ou pouvant être monté dans un bateau

Country Status (3)

Country Link
EP (1) EP2485986A1 (fr)
DE (1) DE202009013628U1 (fr)
WO (1) WO2011042476A1 (fr)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2014510632A (ja) * 2011-04-11 2014-05-01 ティッセンクルップ・ウーデ・ゲゼルシャフト・ミト・ベシュレンクテル・ハフツング コークス製造工場廃水を生物学的に浄化する方法及び装置

Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2224728A (en) * 1988-10-15 1990-05-16 Andrew John Skilling Sewage treatment plant
DE19842332A1 (de) 1998-09-16 2000-03-23 T Abwassersysteme Systemtechno Verfahren und Vorrichtung zur biologischen Reinigung von Abwasser
WO2003010097A1 (fr) * 2001-07-24 2003-02-06 Lothaire Le Procedes de traitements des effluents et dispositifs de mise en oeuvre de ces procedes
US6752921B1 (en) * 2002-09-25 2004-06-22 The United States Of America As Represented By The Secretary Of The Navy Bioreactor tank internally chambered to sequentially perform biological treatment and membrane filtration
DE20316374U1 (de) * 2003-10-23 2005-03-03 Vogt, Bernhard Kläreinrichtung
US20080110827A1 (en) * 2003-02-13 2008-05-15 Cote Pierre L Supported biofilm apparatus and process
DE102007030938A1 (de) * 2007-07-03 2009-01-08 INTEWA Ingenieur-Gesellschaft für Energie- und Wassertechnik mbH Vorrichtung und Verfahren zur Reinigung von Grauwasser

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4200534A (en) * 1978-06-05 1980-04-29 Ferdinand Besik Apparatus for renovation of sanitary waters
CZ291479B6 (cs) * 1998-04-10 2003-03-12 Jan Topol Způsob dvoustupňového čištění odpadních vod biologickou cestou a zařízení k provádění způsobu
SE530104C2 (sv) * 2006-07-17 2008-03-04 B G Consulting Hb Sätt och anordning för kemisk rening av avfallsvatten
WO2008095236A1 (fr) * 2007-02-06 2008-08-14 Econova Ip Pty Ltd Système de traitement d'eaux résiduaires domestiques

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
GB2224728A (en) * 1988-10-15 1990-05-16 Andrew John Skilling Sewage treatment plant
DE19842332A1 (de) 1998-09-16 2000-03-23 T Abwassersysteme Systemtechno Verfahren und Vorrichtung zur biologischen Reinigung von Abwasser
WO2003010097A1 (fr) * 2001-07-24 2003-02-06 Lothaire Le Procedes de traitements des effluents et dispositifs de mise en oeuvre de ces procedes
US6752921B1 (en) * 2002-09-25 2004-06-22 The United States Of America As Represented By The Secretary Of The Navy Bioreactor tank internally chambered to sequentially perform biological treatment and membrane filtration
US20080110827A1 (en) * 2003-02-13 2008-05-15 Cote Pierre L Supported biofilm apparatus and process
DE20316374U1 (de) * 2003-10-23 2005-03-03 Vogt, Bernhard Kläreinrichtung
DE102007030938A1 (de) * 2007-07-03 2009-01-08 INTEWA Ingenieur-Gesellschaft für Energie- und Wassertechnik mbH Vorrichtung und Verfahren zur Reinigung von Grauwasser

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
See also references of EP2485986A1 *

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2014510632A (ja) * 2011-04-11 2014-05-01 ティッセンクルップ・ウーデ・ゲゼルシャフト・ミト・ベシュレンクテル・ハフツング コークス製造工場廃水を生物学的に浄化する方法及び装置
US9284204B2 (en) 2011-04-11 2016-03-15 Thyssenkrupp Uhde Gmbh Method and apparatus for biologically treating coking-plant wastewater

Also Published As

Publication number Publication date
EP2485986A1 (fr) 2012-08-15
DE202009013628U1 (de) 2011-03-10

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