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Existing WWTP has been expanded and upgraded by installation of high rate anaerobic IC type reactor. Majority of organic pollution is converted into biogas by granular sludge producing energatically rich biogas and the loading of downstream aerobic treatment is reduced. Biogas is utilized for electricity production making the electricity balance of WWTP positive. Aerobic treatment has been substantially reduced within the project, despite increased capacity of the plant. Sludge handling costs reduction is also accompanied with anaerobic process implementation.

Inflow
COD
Total N
Total P
TSS

Inflow
COD
Total N
Total P
TSS

Inflow
COD
Total N
Total P
TSS

Inflow
COD
Total N
Total P
TSS

Inflow
COD
Total N
Total P
TSS

Inflow
COD
Total N
Total P
TSS

Inflow
COD
Total N
Total P
TSS

Inflow
COD
Total N
Total P
TSS

Inflow
COD
Total N
Total P
TSS

Removal Efficiency of COD(1), Total N(2), Total P(3), TSS(4)

Parameters

Project
Capacity
150 000 PE
5 068 m3/d

Type of wastewater
Industrial and sewage / Brewery

Technology
Mechanical pretreatment: Sand trap, Sand separator, Balancing tank,
Anaerobic treatment: Mix tank, IC reactor (Biogas station)
Aerobic treatment: Nitrification-Denitrification tanks
Tertiary treatment: Sedimentation tank, Regeneration tank

References

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Ing. Peter Barta Chief Engineer

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