DE102005037295A1 - Compact sewage treatment plants - Google Patents

Compact sewage treatment plants Download PDF

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Publication number
DE102005037295A1
DE102005037295A1 DE200510037295 DE102005037295A DE102005037295A1 DE 102005037295 A1 DE102005037295 A1 DE 102005037295A1 DE 200510037295 DE200510037295 DE 200510037295 DE 102005037295 A DE102005037295 A DE 102005037295A DE 102005037295 A1 DE102005037295 A1 DE 102005037295A1
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pos
flow
nitrification
air
oxygen
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DE200510037295
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German (de)
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Dieter Frankenberger
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Priority to DE200510037295 priority Critical patent/DE102005037295A1/en
Priority to EP06775825A priority patent/EP1912903A2/en
Priority to PCT/DE2006/001388 priority patent/WO2007016916A2/en
Priority to DE200611002727 priority patent/DE112006002727A5/en
Priority to DE200621000059 priority patent/DE212006000059U1/en
Publication of DE102005037295A1 publication Critical patent/DE102005037295A1/en
Withdrawn legal-status Critical Current

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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
    • C02F3/12—Activated sludge processes
    • C02F3/1278—Provisions for mixing or aeration of the mixed liquor
    • C02F3/1284—Mixing devices
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B01—PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
    • B01F—MIXING, e.g. DISSOLVING, EMULSIFYING OR DISPERSING
    • B01F23/00—Mixing according to the phases to be mixed, e.g. dispersing or emulsifying
    • B01F23/20—Mixing gases with liquids
    • B01F23/23—Mixing gases with liquids by introducing gases into liquid media, e.g. for producing aerated liquids
    • B01F23/231—Mixing gases with liquids by introducing gases into liquid media, e.g. for producing aerated liquids by bubbling
    • B01F23/23105—Arrangement or manipulation of the gas bubbling devices
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B01—PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
    • B01F—MIXING, e.g. DISSOLVING, EMULSIFYING OR DISPERSING
    • B01F23/00—Mixing according to the phases to be mixed, e.g. dispersing or emulsifying
    • B01F23/20—Mixing gases with liquids
    • B01F23/23—Mixing gases with liquids by introducing gases into liquid media, e.g. for producing aerated liquids
    • B01F23/231—Mixing gases with liquids by introducing gases into liquid media, e.g. for producing aerated liquids by bubbling
    • B01F23/23105—Arrangement or manipulation of the gas bubbling devices
    • B01F23/2311—Mounting the bubbling devices or the diffusers
    • B01F23/23112—Mounting the bubbling devices or the diffusers comprising the use of flow guiding elements adjacent or above the gas stream
    • B01F23/231121—Mounting the bubbling devices or the diffusers comprising the use of flow guiding elements adjacent or above the gas stream the flow guiding elements being baffles, tubes or walls
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B01—PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
    • B01F—MIXING, e.g. DISSOLVING, EMULSIFYING OR DISPERSING
    • B01F23/00—Mixing according to the phases to be mixed, e.g. dispersing or emulsifying
    • B01F23/20—Mixing gases with liquids
    • B01F23/23—Mixing gases with liquids by introducing gases into liquid media, e.g. for producing aerated liquids
    • B01F23/231—Mixing gases with liquids by introducing gases into liquid media, e.g. for producing aerated liquids by bubbling
    • B01F23/23105—Arrangement or manipulation of the gas bubbling devices
    • B01F23/2311—Mounting the bubbling devices or the diffusers
    • B01F23/23113—Mounting the bubbling devices or the diffusers characterised by the disposition of the bubbling elements in particular configurations, patterns or arrays
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B01—PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
    • B01F—MIXING, e.g. DISSOLVING, EMULSIFYING OR DISPERSING
    • B01F23/00—Mixing according to the phases to be mixed, e.g. dispersing or emulsifying
    • B01F23/20—Mixing gases with liquids
    • B01F23/23—Mixing gases with liquids by introducing gases into liquid media, e.g. for producing aerated liquids
    • B01F23/232—Mixing gases with liquids by introducing gases into liquid media, e.g. for producing aerated liquids using flow-mixing means for introducing the gases, e.g. baffles
    • B01F23/2323—Mixing gases with liquids by introducing gases into liquid media, e.g. for producing aerated liquids using flow-mixing means for introducing the gases, e.g. baffles by circulating the flow in guiding constructions or conduits
    • B01F23/23231—Mixing gases with liquids by introducing gases into liquid media, e.g. for producing aerated liquids using flow-mixing means for introducing the gases, e.g. baffles by circulating the flow in guiding constructions or conduits being at least partially immersed in the liquid, e.g. in a closed circuit
    • B—PERFORMING OPERATIONS; TRANSPORTING
    • B01—PHYSICAL OR CHEMICAL PROCESSES OR APPARATUS IN GENERAL
    • B01F—MIXING, e.g. DISSOLVING, EMULSIFYING OR DISPERSING
    • B01F23/00—Mixing according to the phases to be mixed, e.g. dispersing or emulsifying
    • B01F23/20—Mixing gases with liquids
    • B01F23/23—Mixing gases with liquids by introducing gases into liquid media, e.g. for producing aerated liquids
    • B01F23/2366—Parts; Accessories
    • B01F23/2368—Mixing receptacles, e.g. tanks, vessels or reactors, being completely closed, e.g. hermetically closed
    • 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
    • C02F3/12—Activated sludge processes
    • C02F3/20—Activated sludge processes using diffusers
    • 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
    • C02F3/30—Aerobic and anaerobic processes
    • C02F3/302—Nitrification and denitrification treatment
    • C—CHEMISTRY; METALLURGY
    • C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F2101/00—Nature of the contaminant
    • C02F2101/10—Inorganic compounds
    • C02F2101/16—Nitrogen compounds, e.g. ammonia
    • C—CHEMISTRY; METALLURGY
    • C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F2209/00—Controlling or monitoring parameters in water treatment
    • C02F2209/10—Solids, e.g. total solids [TS], total suspended solids [TSS] or volatile solids [VS]
    • C—CHEMISTRY; METALLURGY
    • C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F2209/00—Controlling or monitoring parameters in water treatment
    • C02F2209/22—O2
    • C—CHEMISTRY; METALLURGY
    • C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F2301/00—General aspects of water treatment
    • C02F2301/02—Fluid flow conditions
    • C02F2301/024—Turbulent
    • C—CHEMISTRY; METALLURGY
    • C02—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F—TREATMENT OF WATER, WASTE WATER, SEWAGE, OR SLUDGE
    • C02F2301/00—General aspects of water treatment
    • C02F2301/02—Fluid flow conditions
    • C02F2301/026—Spiral, helicoidal, radial
    • 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

Landscapes

  • Chemical & Material Sciences (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • Biodiversity & Conservation Biology (AREA)
  • Microbiology (AREA)
  • Hydrology & Water Resources (AREA)
  • Engineering & Computer Science (AREA)
  • Environmental & Geological Engineering (AREA)
  • Water Supply & Treatment (AREA)
  • Organic Chemistry (AREA)
  • Activated Sludge Processes (AREA)
  • Purification Treatments By Anaerobic Or Anaerobic And Aerobic Bacteria Or Animals (AREA)

Abstract

Die Erfindung betrifft komplette Kläranlagen. Eine Einlaufgruppe, Rechenanlage, ein Sandfang, Fettfang, eventuell Stapelbehälter, Pufferbehälter und eine Denitrifikation werden konventionell ausgeführt. DOLLAR A Nitrifikation, Belebungsbecken werden mit einem neu entwickelten Belüftungssystem optimiert, die Nachklärung wurde ebenfalls optimiert. DOLLAR A Durch einseitige Belüftung in der Nitrifikation entsteht eine drehende Wasserwalze mit optimalem Übergang des Sauerstoffs in den Belebtschlamm. Die drehende Wasserwalze funktioniert durch runde Leitbleche ohne Verwirbelung. Der Ablauf in die Nachklärung wird durch einen Leitschacht mit großer Querschnittsfläche verlangsamt. Die Sedimentation beginnt bereits in der Trichterspitze.The invention relates to complete sewage treatment plants. An inlet group, raking system, sand trap, fat trap, possibly stacking container, buffer container and denitrification are carried out conventionally. DOLLAR A nitrification, aeration tanks are optimized with a newly developed ventilation system, the secondary clarification has also been optimized. DOLLAR A One-sided aeration in the nitrification creates a rotating water roller with an optimal transition of the oxygen into the activated sludge. The rotating water roller works through round guide plates without turbulence. The process in the secondary clarification is slowed down by a duct with a large cross-sectional area. Sedimentation begins at the tip of the funnel.

Description

Die Erfindung betrifft komplette Kläranlagen. Ein Einlaufgruppe, Rechenanlage, Sandfang, Fettfang, eventuell Stapelbehälter, Pufferbehälter und Denitrifikation werden konventionell ausgeführt.The Invention relates to complete treatment plants. One Inlet group, computer system, sand trap, grease trap, possibly stack container, buffer tank and denitrification are carried out conventionally.

Nitrifikation, Belebungsbecken werden mit einem neu entwickelten Belüftungssystem optimiert, die Nachklärung wurde ebenfalls optimiert.nitrification, Aeration tanks are equipped with a newly developed ventilation system optimized, the final clarification was also optimized.

Stand der Technik Turmbiologie, Druckbelebungsverfahren, Tiefstrombelüftungsverfahren, Hochleistungsreaktoren, EHB- und ESB-Verfahren, NH4-PO-Verfahren, feinblasige Druckluftbelüftung, Strahldüsenbelüfter, Turbinenbelüfter, Walzenbelüfter, Kreiselbelüftung, feinblasige Druckluftbelüfter mit senkrechtem Führungsrohr, dito mit horizontalem Propeller, Pumpen mit Injektor, Tropfkörper, drehende Bewuchskörper aus Scheiben, aerobe und anaerobe Verfahren, Teichkläranlagen, Beregnungsanlagen.was standing the technology of tower biology, pressurisation processes, deep-current ventilation processes, high-performance reactors, EHB and ESB process, NH4-PO process, fine-bubble compressed air ventilation, jet nozzle aerators, turbine aerators, roller aerators, centrifugal aeration, fine bubble Druckluftbelüfter with vertical guide tube, ditto with horizontal propeller, pumps with injector, trickling filter, rotating vegetation body from slices, aerobic and anaerobic processes, pond sewage treatment plants, Sprinkler systems.

Um diese Anlagen zu optimieren, habe ich ein Belebungsbecken (Pos. 7) mit einseitigem Belüfterfeld ausgerüstet. Wie aus der Seitenansicht ersichtlich, wird das Rohabwasser mit Belebtschlamm belüftet. Dabei entsteht eine in sich drehende Walze, die im äußeren Bereich viel Luft an der Oberfläche ausgast (8). Je weiter die Belüftung zum inneren Drehpunkt wirksam wird, umso besser ist der Rückhalt der Luft und der Übergang von Sauerstoff zum Belebtschlamm (pos. 8 + 9). Die intensive Durchmischung unterstützt den Übergang des Sauerstoffs.In order to optimize these plants, I have a activated sludge tank (pos. 7 ) equipped with one-sided ventilator field. As can be seen from the side view, the raw sewage is aerated with activated sludge. This results in a rotating roller that outgasses a lot of air at the surface in the outer area ( 8th ). The further the ventilation to the inner fulcrum becomes effective, the better is the retention of the air and the transfer of oxygen to the activated sludge (pos. 8th + 9 ). The intensive mixing supports the transition of oxygen.

Die runden, in 3 Ecken angebrachten Leitbleche 1, 2 und 3 minimieren den reibungsloseren Umlauf. Die Bleche 1 + 2 werden auf Distanz zur Betonwand montiert, damit kein Totraum entsteht. Pos (3) wird direkt an der Betonwand montiert, damit die Ausströmungsgeschwindigkeit gleichmäßig abläuft. Durch einen Schacht wird durch die Dimension eine sehr langsame Fließgeschwindigkeit erreicht. Durch den Ausgang in Richtung Trichterspitze sedimentiert der überwiegende Teil direkt in die Trichterspitze. Die oberhalb des Trichters großflächig ausgebaute Fläche bewirkt durch die weiter verlangsamte Fließgeschwindigkeit eine weitere Sedimentation und damit klares Wasser. Über eine Zahnschwelle wird das gereinigte Wasser gleichmäßig abgezogen. Der sedimentierte Schlamm wird in der Trichterspitze abgezogen und in die Denitrifikation oder in den Stapelbehälter gepumpt.The round baffles mounted in 3 corners 1 . 2 and 3 minimize the smoother circulation. The sheets 1 + 2 are mounted at a distance to the concrete wall so that no dead space is created. Pos ( 3 ) is mounted directly on the concrete wall so that the outflow speed runs smoothly. Through a shaft, a very slow flow rate is achieved by the dimension. Through the exit in the direction of the funnel tip, most of the sediment settles directly into the funnel tip. The large area above the funnel surface causes further sedimentation and thus clear water due to the further slowed flow rate. About a tooth sill, the purified water is removed evenly. The sedimented sludge is withdrawn in the funnel tip and pumped into the denitrification or stacking container.

Dieses Verfahren mit geringem Energieaufwand und automatischer Steuerung erfordert keinen hohen Personalaufwand. Die Module können in beliebiger Anzahl kombiniert werden, bzw. je nach Anfallmenge des Rohabwassers zu- oder abgeschaltet werden. Bei der Abschaltung muss die Nitrifikation und das Nachklärbecken entleert und gesäubert werden.This Low power and automatic control method does not require high personnel costs. The modules can work in any number can be combined, or depending on the amount of seizure of the Raw sewage to be switched on or off. At the shutdown must the nitrification and the secondary clarifier emptied and cleaned become.

Bei Inbetriebnahme erreicht die Anlage innerhalb von ca. 4 Tagen ihre volle Leistung.at Commissioning will reach the plant within approx. 4 days full power.

Für Feriengebäude, Hotels, Campingplätze ist die variable Nutzungsmöglichkeit optimal.For holiday buildings, hotels, Campsites is the variable usage possibility optimal.

Claims (9)

Nitrifikation Feinblasige Belüfter auf einer Seite des Behälters am Boden befestigt. Die eingesetzten Belüfter werden je nach Ausführung angebracht. Mit diesem System, wie im Längsschnitt dargestellt, wird der Übergang des Sauerstoffs zu den Bakterien, die Luft einatmen und den Sauerstoffanteil verwerten, erreicht.nitrification Fine bubble aerators on one side of the container attached to the ground. The aerators used are installed depending on the version. With this system, as in longitudinal section represented, the transition of the Oxygen to the bacteria, the air inhale and the oxygen content recycle, achieved. Wie aus der Seitenansicht ersichtlich, werden die Belüfter einseitig in Längsrichtung angeordnet. Die Pos. 8 und 9 sollen den Weg der Luftperlen erklären. Die Sauerstoffausbeute wird durch die innige Verwirbelung optimiert. Bei der Pos. 8 wird relativ viel Luft ohne optimalen Übergang nach oben ausgeschieden. Die Pos. 9 zeigt auf, wie die Strömung mit den Luftperlen immer länger im Belebtschlamm-Rohabwasser-Gemisch gehalten wird und bei der Ausbeute gegenüber anderen Systemen bessere Resultate erzielt werden.As can be seen from the side view, the aerators are arranged on one side in the longitudinal direction. The pos. 8th and 9 should explain the way of the air pearls. The oxygen yield is optimized by the intimate turbulence. In the pos. 8th A relatively large amount of air is excreted without an optimal transition upwards. The pos. 9 shows how the flow with the air bubbles is kept longer and longer in the activated sludge-raw sewage mixture and in the yield compared to other systems better results are achieved. Pos. 1, 2, 10 Zwei Ecken werden mit gerundeten Leitblechen versehen, die eine Maximierung der Umlaufgeschwindigkeit, und eine Minimierung der Reibung bewirken. Diese Bleche können auf Distanz vor den Wänden mit Befestigunsbügeln angeschraubt werden, um den Leerraum auch als Nitrifikationsvolumen zu nutzen. Die Pos. 10 bewirkt eine Umlenkung der Walze, die den Wasserstrom von dem Ausgangsschacht trennt.Pos. 1 . 2 . 10 Two corners are provided with rounded baffles which maximize orbital speed and minimize friction. These sheets can be screwed on at a distance in front of the walls with Befestigungsigebrügeln to use the void as a nitrification volume. The pos. 10 causes a deflection of the roller, which separates the flow of water from the output shaft. 1 Ecke Pos 3 Das gerundete Leitblech wird am Beton befestigt, der Wasserstrom soll auch damit ohne Wirbel nach oben fließen können.1 corner pos 3 The rounded baffle is attached to the concrete, the water flow should also be able to flow without vortex upwards. Die Pos. 10 und 4 bewirken eine Umlenkung die verhindert, dass Luftperlen in den Ablaufkanal kommen und eine Strömung verursachen.The pos. 10 and 4 cause a deflection that prevents air bubbles in the drainage channel and cause a flow. Der Boden im Nitrifikationsbecken wird durch die Strömung sauber gehalten, der Belebtschlamm verbleibt dauernd im Prozess, Ablagerungen, die sonst zu Fäulnisnestern führen, treten nicht auf.The soil in the nitrification tank is replaced by the flow kept clean, the activated sludge remains permanently in the process, Deposits that would otherwise become rotten nests to lead, do not occur. Der in den Aufnahmetrichtern sedimentierte Schlamm wird kontinuierlich einstellbar abgezogen, der Denitrifikation oder dem Stapelbehälter zugeführt.The sludge sedimented in the receiving mounds is deducted continuously adjustable, the denitrification or the stack container fed. Die Anlage wird durch Messgeräte gesteuert, die selbstständig den Prozess steuern.The system is controlled by measuring devices, which independently Control process. Die Kläranlage kann beim Einsatz mehrerer Module dem Anfall entsprechend gefahren werden.The sewage treatment plant can be operated according to the seizure when using several modules become.
DE200510037295 2005-08-08 2005-08-08 Compact sewage treatment plants Withdrawn DE102005037295A1 (en)

Priority Applications (5)

Application Number Priority Date Filing Date Title
DE200510037295 DE102005037295A1 (en) 2005-08-08 2005-08-08 Compact sewage treatment plants
EP06775825A EP1912903A2 (en) 2005-08-08 2006-08-08 Installation for the nitrification of waste water
PCT/DE2006/001388 WO2007016916A2 (en) 2005-08-08 2006-08-08 Installation for the nitrification of waste water
DE200611002727 DE112006002727A5 (en) 2005-08-08 2006-08-08 Plant for the nitrification of waste water
DE200621000059 DE212006000059U1 (en) 2005-08-08 2006-08-08 Plant for the nitrification of waste water

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
DE200510037295 DE102005037295A1 (en) 2005-08-08 2005-08-08 Compact sewage treatment plants

Publications (1)

Publication Number Publication Date
DE102005037295A1 true DE102005037295A1 (en) 2007-02-15

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Application Number Title Priority Date Filing Date
DE200510037295 Withdrawn DE102005037295A1 (en) 2005-08-08 2005-08-08 Compact sewage treatment plants
DE200611002727 Withdrawn DE112006002727A5 (en) 2005-08-08 2006-08-08 Plant for the nitrification of waste water

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Application Number Title Priority Date Filing Date
DE200611002727 Withdrawn DE112006002727A5 (en) 2005-08-08 2006-08-08 Plant for the nitrification of waste water

Country Status (3)

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EP (1) EP1912903A2 (en)
DE (2) DE102005037295A1 (en)
WO (1) WO2007016916A2 (en)

Family Cites Families (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE1157556B (en) * 1954-09-15 1963-11-14 Passavant Werke Wastewater treatment plant with at least one tub-shaped aeration and activation basin
FR2381720A2 (en) * 1975-05-15 1978-09-22 Chataignier Jean Waste water purificn. by oxygenation and sedimentation - with flocculation accelerated by electric field from immersed electrodes
US4056465A (en) * 1976-04-12 1977-11-01 Air Products And Chemicals, Inc. Production of non-bulking activated sludge
US4066722A (en) * 1976-05-21 1978-01-03 Union Carbide Corporation Apparatus for sparging gas into liquid
JPS54136755A (en) * 1978-04-15 1979-10-24 Osaka Gas Co Ltd Active sludge disposal process for waste water
US4961854A (en) * 1988-06-30 1990-10-09 Envirex Inc. Activated sludge wastewater treatment process
GB2333467A (en) * 1997-11-29 1999-07-28 Hytech Water Limited Maintaining a solid/liquid suspension using selectively activated plural aerator/mixers

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Publication number Publication date
EP1912903A2 (en) 2008-04-23
DE112006002727A5 (en) 2008-07-10
WO2007016916A2 (en) 2007-02-15
WO2007016916A3 (en) 2007-04-19

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8143 Lapsed due to claiming internal priority