Case study Highland Creek WWTP, Toronto, Canadá

One-year study to investigate nitrification and pre-treatment ahead of existing activated sludge treatment.

  • Operational since: 2002.

Design data

Parameter Value
BOD5 2926 kg/d
TKN 553 kg/d
TP 73 kg/d
SS 3 329 kg/d
Design flow 17 979 m³/d
Maximum flow 30 280 m³/d
PE 20 000
Temperature range 15-22°C

Effluent requirements

Parameter Value
NH4-N <2 mg/l
BOD5 <15 mg/l

Results

No results available .