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:
Dec. 22, 2020

Filed:

Jul. 27, 2017
Applicant:

Veolia Environnement VE, Paris, FR;

Inventors:

Magali Dechesne, Saint Maur des Fosses, FR;

Sébastien Kech, Le Pecq, FR;

Boris David, Fontenay-sous-Bois, FR;

Johann Mazzella, Perpignan, FR;

Pierre Mandel, Paris, FR;

Assignee:
Attorney:
Primary Examiner:
Int. Cl.
CPC ...
G01F 22/00 (2006.01); E03B 3/06 (2006.01); G05B 19/042 (2006.01); G06F 3/05 (2006.01); E03B 1/00 (2006.01); G06Q 50/06 (2012.01); E21B 43/00 (2006.01); E03B 1/02 (2006.01);
U.S. Cl.
CPC ...
G01F 22/00 (2013.01); E03B 1/00 (2013.01); E03B 1/02 (2013.01); E03B 3/06 (2013.01); E21B 43/00 (2013.01); G05B 19/042 (2013.01); G06F 3/05 (2013.01); G06Q 50/06 (2013.01); G05B 2219/2625 (2013.01);
Abstract

A system for quantitative water management comprises: at least two interconnected water production entities (U), at least one water resource (S) linked to one at least of the production entities (U), at least one demander element (D) requesting water produced defined by a pre-established temporal curve of water demand produced as a function of time, each link between production entities (U), water resources (S) and demander elements (D) being ensured by a transfer work (C) having a predetermined maximum flowrate and being able to be interconnected, each production entity (U) and each water resource (S) furthermore being associated with a weighting function P, and a calculator adapted to minimize the global weighting function Pg of the system while guaranteeing compliance with the pre-established temporal curve of water demand produced of each demander element (D) under constraint of compliance with the maximum flowrates of the various elements of the system.


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