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:
Apr. 28, 2020

Filed:

Mar. 04, 2016
Applicant:

General Electric Company, Schenectady, NY (US);

Inventors:

Pierre Lucien Cote, Dundas, CA;

Jason Cadera, Guelph, CA;

Steven Kristian Pedersen, Burlington, CA;

Nicholas William H. Adams, Oakville, CA;

Assignee:

BL TECHNOLOGIES, INC., Minnetonka, MN (US);

Attorney:
Primary Examiner:
Int. Cl.
CPC ...
C02F 1/28 (2006.01); C02F 1/44 (2006.01); B01D 65/02 (2006.01); B01D 65/10 (2006.01); B01D 61/20 (2006.01);
U.S. Cl.
CPC ...
C02F 1/283 (2013.01); B01D 61/20 (2013.01); B01D 65/02 (2013.01); B01D 65/10 (2013.01); C02F 1/444 (2013.01); B01D 2315/06 (2013.01); B01D 2321/04 (2013.01); B01D 2321/16 (2013.01); B01D 2321/168 (2013.01); B01D 2321/185 (2013.01); B01D 2325/28 (2013.01); C02F 2303/16 (2013.01);
Abstract

A conventional media filter such as a gravity sand filter is converted into a membrane filter. The media is removed and replaced by immersed membrane modules. Transmembrane pressure is created by a static head pressure differential, without a suction pump, thereby creating a membrane gravity filter (MGF). Preferred operating parameters include transmembrane pressure of 5-20 kPa, 1-3 backwashes per day, and a flux of 10-20 L/m/h. The membranes are dosed with chlorine or another oxidant, preferably at 700 minutes*mg/L as Clequivalent per week or less. The small oxidant does is believed to provide a porous biofilm or fouling layer without substantially removing the layer. The media filter may be modified so that backwash wastewater is removed from near the bottom of the tank rather than through backwash troughs above the membrane modules. Membrane integrity testing may be done while the tank is emptied after a backwash.


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