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“One Tank Reactor”-Plant of Village MORITZBURG near ... · “One Tank Reactor”-Plant of...

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September 2002 © Biogest International GmbH • Berthold-Haupt-Str. 37 • 01257 Dresden • Tel.: +49 351 3 16 86 0 • www.biogest-international.de Case History No. 028 - e “One Tank Reactor”-Plant of Village MORITZBURG near Dresden (Germany) Start-up date: June 1993 Technical features: Connection load: designed for 2,000 p.e. - one stage SBR-system with inlet equalization tank, sludge storage tank (retention period 180 days) - discharge of the pretreated sewage by a pumping station, sized as an inlet buffer tank - aeration and oxygen supply by use of a floating surface aerator (type BSK ZK 2000). Speed control according to the oxygen requirement - discharge of the purified wastewater by use of two decanting pumps - circular tank constructions out of waterproof concrete (B 35). Tank height 5.0 m, tank diameter 15.0 m Process target: BOD5: 120.0 kg/d Plant concept: extended aeration (sequenced batch technology), simultaneous sludge stabilization, nitrification, denitrification, organic sludge age > 20 days Sewer concept: separated system (rainwater is separately discharged) Effluent results: BOD5: < 10 mg/l COD: < 60 mg/l NH4-N: < 0.5 mg/l Ptotal: < 3 mg/l
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  • September 2002 © Biogest International GmbH • Berthold-Haupt-Str. 37 • 01257 Dresden • Tel.: +49 351 3 16 86 0 • www.biogest-international.de

    Case History No. 028 - e

    “One Tank Reactor”-Plant of Village MORITZBURG

    near Dresden (Germany)

    • Start-up date: June 1993 • Technical features:

    • Connection load: designed for 2,000 p.e. - one stage SBR-system with inlet equalization tank, sludge storage tank (retention period 180 days)

    - discharge of the pretreated sewage by a pumping station, sized as an inlet buffer tank

    - aeration and oxygen supply by use of a floating surface aerator (type BSK ZK 2000). Speed control according to the oxygen requirement

    - discharge of the purified wastewater by use of two decanting pumps

    - circular tank constructions out of waterproof concrete (B 35). Tank height 5.0 m, tank diameter 15.0 m

    • Process target: BOD5: 120.0 kg/d

    • Plant concept: extended aeration (sequenced batch technology), simultaneous sludge stabilization, nitrification, denitrification, organic sludge age > 20 days

    • Sewer concept: separated system (rainwater is separately discharged)

    • Effluent results: BOD5: < 10 mg/l

    COD: < 60 mg/l

    NH4-N: < 0.5 mg/l

    Ptotal: < 3 mg/l


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