The patent badge is an abbreviated version of the USPTO patent document. The patent badge does contain a link to the full patent document.

The patent badge is an abbreviated version of the USPTO patent document. The patent badge covers the following: Patent number, Date patent was issued, Date patent was filed, Title of the patent, Applicant, Inventor, Assignee, Attorney firm, Primary examiner, Assistant examiner, CPCs, and Abstract. The patent badge does contain a link to the full patent document (in Adobe Acrobat format, aka pdf). To download or print any patent click here.

Date of Patent:
Sep. 05, 2023

Filed:

Mar. 28, 2019
Applicant:

University of Manitoba, Winnipeg, CA;

Inventors:

Tanner R. Devlin, Winnipeg, CA;

Jan A. Oleszkiewicz, Winnipeg, CA;

Assignee:

University of Manitoba, Winnipeg, CA;

Attorneys:
Primary Examiner:
Int. Cl.
CPC ...
C02F 3/30 (2023.01); C02F 3/00 (2023.01); C02F 11/04 (2006.01);
U.S. Cl.
CPC ...
C02F 3/301 (2013.01); C02F 3/006 (2013.01); C02F 11/04 (2013.01); C02F 3/308 (2013.01); C02F 2201/007 (2013.01); C02F 2209/04 (2013.01); C02F 2209/14 (2013.01); C02F 2209/15 (2013.01); C02F 2209/22 (2013.01); C02F 2303/06 (2013.01); Y02W 10/10 (2015.05);
Abstract

Aerobic granular sludge (AGS) is an energy efficient and compact biological wastewater treatment process. There is only one commercially available AGS technology which utilizes sequencing batch reactors (SBR). Many existing wastewater treatment facilities consist of long, continuous flow reactors that would not be readily suitable for retrofit to SBR. Therefore, a continuous flow process is preferred for municipalities that cannot economically invest in the only commercially available SBR technology (i.e., Nere-da®). Lab- and pilot-scale experimentation has demonstrated that stable granulation can be achieved in a continuous flow configuration GT suitable for retrofit into existing infrastructure. An anoxic/anaerobic/aerobic configuration can be designed and stably operated for conversion of flocculent biomass to AGS Preliminary pilot-scale results on primary effluent from a municipal wastewater treatment facility indicated that granules of 0.2-0.5 mm, SVI<75 mL/g, and SV/SVI>70% can be formed within a month of steady operation.


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