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WWTP (WASTEWATER TREATMENT PLANT) IN A PAPER MILL IN MEXICO

The plant design is following our classic philosophy applied for paper machine wastewater with high organic charge: Deltafloat for primary sedimentation, buffer tank, cooling tower, anaerobic reactor with relevant biogas buffer and flare, followed by aerobic section with AST (Activated Sludge Treatment), a final sedimentation unit for biological sludge separation, tertiary treatment with filtration and mechanical sludge dewatering with a gravity table and a sludge press.

Performance:

Inlet:
Average flow:
250 m³/h
Max. flow:
300 m³/h
TSS:
2000 m³/h
Tot. COD:
7000 m³/h
Outlet:
TSS:
< 19 mg/l
Tot. COD:
< 153 mg/l

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