Casi di Studio
Bioaumento delle acque reflue

Quando l'impianto di trattamento delle acque reflue funziona correttamente e ci concentriamo sulla riduzione dei costi operativi (energia, eccesso di fanghi, consumo di prodotti chimici)

110 000 m³/d Pulp and Paper Mill
operational cost reduction improved odor control and settling rate

40 000 m³/d municipal plant
TN removal improvement, OPEX savings on excess sludge and energy consumption reduction

16 000 m³/d municipal wastewater treatment plant with dairy industry load
OPEX reduction TN andTP removal enhancement

15 000 m³/d municipal wastewater treatment plant - TN,TP removal enhancement
OPEX reduction on excess sludge formation energy consumption methanol usage

12 000 m³/d Chemical industry activated sludge WWTP
Stability and performance improvement - OPEX reduction

7 000 m³/d municipal plant
Energy consumption, and excesss sludge formation reduction

2 400 m³/d municipal wastewater treatment plant with food industry load
Energy, excess sludge and chemical consumption reduction

2 000 m³/d cave-age oxidation ditch for municipal wastewater treatment of a small town
OPEX reduction

1 100 m³/d municipal wastewater treatment plant
Energy, excess sludge and chemical consumption reduction

Quando sono necessarie concentrazioni più basse di azoto totale e fosforo totale nell'effluente

40 000 m³/d municipal plant
TN removal improvement, OPEX savings on excess sludge and energy consumption reduction

16 000 m³/d municipal wastewater treatment plant with dairy industry load
OPEX reduction TN andTP removal enhancement

15 000 m³/d Municipal Wastewater Treatment Plan of a City

12 000 m³/d Chemical industry activated sludge WWTP - stability and performance improvement
OPEX reduction

2 400 m³/d municipal wastewater treatment plant with food industry load
Energy, excess sludge and chemical consumption reduction

1 100 m³/d municipal wastewater treatment plant
Energy, excess sludge and chemical consumption reduction

Quando il carico è troppo elevato e le concentrazioni di COD, BOD, TSS, NH4-N, TN e TP nell'effluente devono essere ridotte per rispettare gli standard normativi

8 000 m³/d Recycled paper mill
increasing treatment capacity and optimizing effluent quality

2 200 m³/d Pharmaceutical industry
MBR technology - effluent optimization - increase of resistance against inhibition

2 200 m³/d municipal plant
capacity increase, effluent optimization, OPEX reduction

2 000 m³/d heavily overloaded old municipal plant
OPEX reduction by excess sludge reduction, effluent parameter optimization

1 500 m³/d municipal WWTP with a massive cumulative COD overload due to winery inlet

1 300 m³/d municipal wastewater treatment plant
Effluent parameter optimization - increasing treatment capacity

1 300 m³/d Pharmaceutical industry
MBR technology - effluent optimization - increase of resistance against inhibition

1 200 m³/d municipal wastewater treatment plant
Effluent parameter optimization - increasing treatment capacity

500 m³/d Category 3 animal protein factory's industrial MBR WWTP
Boosting COD removal nitrification and denitrification

280 m³/d Seasonal Fish Processing SBR industrial WWTP with Tertiary Treatment Pond

240 m³/d Category 3 animal protein factory's industrial WWTP
Restoration of COD removal and nitrification after shock loads - improvement of sludge sedimentation

230 m³/d Electrical Industry Pond WWTP
Effluent COD reduction, odor and sediment reduction, pH and algae control

200 m³/d Category 1 & 2 animal protein factory's industrial WWTP
Boosting nitrification and denitrification

Recupero critico del sistema: ripristino della stabilità biologica nei casi in cui le cause dei problemi erano a livello tecnico di base

450 m³/dMunicipal Wastewater Treatment Plant of a small city with outdated infrastructure

330 m³/d Municipal Wastewater Treatment Plant of multiple villages with food industry load