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:
Mar. 17, 2020

Filed:

Mar. 30, 2016
Applicant:

Organo Corporation, Tokyo, JP;

Inventors:

Masaki Miyake, Tokyo, JP;

Yoshiaki Hasebe, Tokyo, JP;

Masahiro Eguchi, Tokyo, JP;

Assignee:

ORGANO CORPORATION, Tokyo, JP;

Attorney:
Primary Examiner:
Int. Cl.
CPC ...
C02F 3/02 (2006.01); C02F 3/12 (2006.01); C02F 3/00 (2006.01); C12N 1/20 (2006.01); C02F 3/30 (2006.01);
U.S. Cl.
CPC ...
C02F 3/02 (2013.01); C02F 3/006 (2013.01); C02F 3/1263 (2013.01); C12N 1/20 (2013.01); C02F 3/30 (2013.01); C02F 2003/001 (2013.01); C02F 2209/08 (2013.01); C02F 2209/10 (2013.01); Y02W 10/15 (2015.05);
Abstract

Provided is a method for forming aerobic granules in which a semibatch reactor for forming granules is used, the method involving repeatedly carrying out an inflowing step for causing organic-matter-containing wastewater that includes organic matter to flow in, a biological treatment step for biologically treating substances to be treated in the organic-matter-containing drainage water by using microbial sludge, a settling step for allowing the microbial sludge to settle out, and a discharge step for discharging biologically treated water which has been biologically treated, wherein the reaction time is adjusted such that the value obtained by dividing the total cycle time by the reaction time and multiplying the resulting quotient by the ratio of the MLSS concentration to the BOD load charged into the semibatch reactor is within a range of 0.05 to 0.25 kgBOD/kgMLSS/d, and the sludge is drawn such that the sludge retention period is 5 to 25 days.


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