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Published on: October 15, 2015
Mechanisms for Reduced Excess Sludge Production in the Cannibal Process
Marc-André Labelle1, Peter L Dold, Yves Comeau
1Department of Civil, Geological and Mining Engineering, Polytechnique Montreal, P.O. Box 6079, Station Centre-ville, Montreal, Quebec, Canada H3C 3A7.
The Cannibal process significantly reduces excess sludge by using physical removal of trash and grit, and long sludge retention times. This wastewater treatment method yields 0.14 g TSS/g COD removed, but has high energy demands.
Area of Science:
- Environmental Engineering
- Wastewater Treatment Technologies
- Sludge Management
Background:
- Rising costs and constraints in sludge treatment and disposal necessitate reduced excess sludge production.
- The Cannibal process is a technology known for very low sludge yields, but its mechanisms are not fully understood.
- Excess sludge production is a significant challenge in wastewater treatment operations.
Purpose of the Study:
- To characterize excess sludge production in a full-scale Cannibal facility using modeling.
- To investigate the role of long sludge retention time and physical removal of trash and grit in sludge reduction.
- To quantify sludge production and understand the contributing factors in the Cannibal process.
Main Methods:
- Utilized historical operational data from a full-scale Cannibal facility.
- Conducted staff interviews and a sampling campaign to establish a solids inventory and mass balance.
- Employed modeling to analyze sludge production at a sludge retention time of 400 days.
Main Results:
- Overall sludge production was estimated at 0.14 g total suspended solids (TSS) produced per g chemical oxygen demand (COD) removed.
- At 400 days sludge retention time, solids lost to effluent and waste activated sludge were comparable to solids removed as trash and grit.
- Key sludge reduction functions include physical removal of trash/grit and extended sludge retention time for organic degradation.
Conclusions:
- The Cannibal process effectively reduces sludge by microscreening (trash), hydrocycloning (grit), and long sludge retention times.
- High energy demand (1.6 kWh/m³) may limit its application to small- to medium-sized facilities with high sludge disposal costs and low electricity costs.
- Further research into optimizing energy efficiency could broaden the applicability of this low-sludge-yield technology.
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