A TALE OF TWO PROCESSES - PILOTING OF HIGH RATE TREATMENT PROCESSES AT WOODWARD AVENUE WASTEWATER TREATMENT PLANT

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Abstract:

The City of Hamilton, Ontario has one of the largest combined sewer systems on the Great Lakes, conveying both wastewater and stormwater to the Woodward Avenue Wastewater Treatment Plant (WWTP). The Woodward Avenue plant serves a population of approximately 380,000, and has an average day dry weather flow of approximately 350 ML/d. During wet weather, the flow entering the plant can be several times average dry weather flow. Flows that exceed the capacity of the plant bypass the treatment process and enter Hamilton Harbour via Red Hill Creek.

The Woodward Avenue plant has limited space available for the construction of the new treatment units that would be required to treat wet weather bypasses. High rate treatment technologies offer the ability to achieve high standards with relatively small footprints. Two well established high-rate clarification technologies, Actiflo┬« and DensaDeg┬«, were of particular interest to the City, because they offered the potential to achieve the bypass treatment goals and, in addition, possibly allow the City to use the same treatment units as a tertiary “polishing” of dry weather flows to meet harbour loading targets for total suspended solids and total phosphorus.

The providers of both technologies were invited to demonstrate their units by pilot testing at the plant. The testing concluded that both processes are capable of meeting the Ministry of Environment (MOE) Procedure F-5-5 standards, when treating wet weather flows, and Hamilton Harbour Remedial Action Plan (RAP) initial targets, when treating secondary effluent. Both processes were able to achieve considerably higher rise rates than enhanced primary treatment using conventional clarifiers. The pilot testing also demonstrated that both processes can start-up very quickly for both wet weather flow treatment and polishing of secondary effluent. Concept designs and life cycle costs were developed for both processes, operating in CSO and dual treatment mode. At the conceptual costing level, the two processes appear to be cost competitive and worthy of more detailed evaluations.

Document Type: Research Article

DOI: http://dx.doi.org/10.2175/193864705784291394

Publication date: January 1, 2005

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  • Proceedings of the Water Environment Federation is an archive of papers published in the proceedings of the annual Water Environment Federation® Technical Exhibition and Conference (WEFTEC® ) and specialty conferences held since the year 2000. These proceedings are not peer reviewed.

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