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. 27, 2022

Filed:

Nov. 28, 2018
Applicant:

Kubota Corporation, Osaka, JP;

Inventors:

Yasunobu Okajima, Osaka, JP;

Kimihiro Ishikawa, Osaka, JP;

Assignee:

KUBOTA CORPORATION, Osaka, JP;

Attorney:
Primary Examiner:
Int. Cl.
CPC ...
C02F 1/00 (2006.01); B01D 61/22 (2006.01); B01D 65/06 (2006.01); B01D 65/02 (2006.01); C02F 3/12 (2006.01); C02F 1/44 (2006.01); C02F 3/30 (2006.01);
U.S. Cl.
CPC ...
B01D 65/06 (2013.01); B01D 61/22 (2013.01); B01D 65/02 (2013.01); C02F 1/008 (2013.01); C02F 1/44 (2013.01); C02F 3/12 (2013.01); C02F 3/1273 (2013.01); B01D 2257/91 (2013.01); B01D 2313/48 (2013.01); B01D 2315/06 (2013.01); B01D 2321/164 (2013.01); B01D 2321/40 (2013.01); B01D 2325/02 (2013.01); C02F 3/302 (2013.01); C02F 2209/005 (2013.01); C02F 2209/03 (2013.01); C02F 2209/40 (2013.01); C02F 2209/42 (2013.01); C02F 2303/16 (2013.01); Y02W 10/10 (2015.05);
Abstract

A method for operating a membrane separation device includes (a) setting a flow amount M(t) of permeated water and extracting the permeated water from the membrane separation device by the set flow amount M(t), and (b) temporarily stopping the extracting the permeated water, when a water level of a first water tank in which the membrane separation device is immersed, a water level of a second water tank in communication with the first tank, or a water level of a third water tank receiving overflowing water from the first water tank becomes lower than a predetermined halt water level. M(t), which is the flow amount of the permeated water during a time period t, satisfies a equation M(t)=KQ(t−1), where K is a gain (K>1), and Q(t−1) is an amount of inflow of the water-to-be-treated during a time period t−1 immediately prior to the time period t.


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