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:
Feb. 20, 2018

Filed:

Dec. 16, 2011
Applicants:

Richard Edward Hinkley, Houston, TX (US);

Qinghua Wang, Katy, TX (US);

James William Watts, Houston, TX (US);

Graham Christopher Fleming, Houston, TX (US);

Dominic Camilleri, Houston, TX (US);

Kefei Wang, Katy, TX (US);

Wei David Liu, Sugar Land, TX (US);

Inventors:

Richard Edward Hinkley, Houston, TX (US);

Qinghua Wang, Katy, TX (US);

James William Watts, Houston, TX (US);

Graham Christopher Fleming, Houston, TX (US);

Dominic Camilleri, Houston, TX (US);

Kefei Wang, Katy, TX (US);

Wei David Liu, Sugar Land, TX (US);

Assignee:

Landmark Graphics Corporation, Houston, TX (US);

Attorney:
Primary Examiner:
Assistant Examiner:
Int. Cl.
CPC ...
G06F 17/50 (2006.01); E21B 43/00 (2006.01); E21B 41/00 (2006.01); E21B 49/00 (2006.01);
U.S. Cl.
CPC ...
G06F 17/5009 (2013.01); E21B 41/00 (2013.01); E21B 43/00 (2013.01); E21B 49/00 (2013.01); G06F 2217/16 (2013.01);
Abstract

Simulation system and method for a reservoir represented by a model having a plurality of matrix nodes, a plurality of fracture nodes, a fracture zone and a fracture-free zone are described. One embodiment includes computer-implemented steps of, for each of a plurality of matrix nodes in interconnected zones, characterizing the matrix nodes as dual matrix nodes or non-dual matrix nodes. Dual matrix nodes may be treated as a block and eliminated, after which the coefficient matrix and RHS vector for the model are updated. In-fill patterns between and among fracture nodes and non-dual matrix nodes resulting from the elimination are determined. For non-dual matrix nodes, the nodes are merged to a fracture grid, after which the coefficient matrix and RHS vector for the model are updated accordingly. The resultant linear system is linearly solved, and backsolving is performed for any eliminated dual matrix nodes.


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