Method to gravel pack using a fluid that converts to in-situ proppant
US-2016362965-A1 · Dec 15, 2016 · US
US10000993B2 · US · B2
| Field | Value |
|---|---|
| Publication number | US-10000993-B2 |
| Application number | US-201514699634-A |
| Country | US |
| Kind code | B2 |
| Filing date | Apr 29, 2015 |
| Priority date | Apr 29, 2015 |
| Publication date | Jun 19, 2018 |
| Grant date | Jun 19, 2018 |
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A wire cross-sectional shape for a wire wrap screen provides a primary and secondary gap with a contained circumferential volume in between. The secondary gap extends screen life by taking the place of the primary gap if erosion opens the primary gap and lets the larger solids get past. The closed space between the primary and secondary gaps also has the effect of reducing velocity due to the enlarged volume before the secondary gap is reached while also creating turbulence between the gaps to slow the fluid velocity to protect the secondary gap. All or parts of the wire outer surface can optionally be coated to extend service life.
Opening claim text (preview).
We claim: 1. A wire cross-sectional shape for a wire wrap screen wire defining a first and second filtration gaps on an outer and inner faces thereof on the adjacent windings on a support structure, wherein at least one flow space is defined between said filtration gaps that is wider than said gaps at said inner and outer faces; said screen comprises different adjacent wires having inverted cross-sectional shapes. 2. The wire of claim 1 , wherein: said flow space is defined by opposed flat surfaces between adjacent windings. 3. The wire of claim 2 , wherein: said flat surfaces are parallel. 4. The wire of claim 1 , wherein: a width of said gaps changes in response to heat. 5. The wire of claim 1 , wherein: at least a part of said outer face or said flow space is coated to resist erosion. 6. The wire of claim 1 , wherein: said windings are a continuous spiral defining a continuous spiral flow space. 7. The wire of claim 1 , wherein: said flow space is configured to change the flow direction between said first and second filtration gaps at least once. 8. The wire of claim 7 , wherein: said flow space is configured to change the flow direction between said first and second filtration gaps more than once. 9. The wire of claim 7 , wherein: said second filtration gap has a predetermined height, said height defines a filtering dimension despite an inlet or an outlet erosion at said second filtration gap. 10. A method of screening out produced solids from a subterranean formation, comprising: winding a pair of adjacent wires having inverted cross-sectional shapes on a base pipe such that spaced apart filtration gaps adjacent an inner and outer surfaces of windings of said wire are connected by a flow space that is wider than said filtration gaps at said inner and outer surfaces; locating said base pipe at a subterranean location; taking fluids through said gaps from a surrounding formation. 11. The method of claim 10 , comprising: reducing fluid velocity with the shape of said flow space. 12. The method of claim 10 , comprising: providing flat or arcuate surfaces to define said flow space. 13. The method of claim 10 , comprising: providing opposed parallel flat surfaces or opposed flat surfaces that define a V-shape. 14. The method of claim 10 , comprising: coating at least a portion of said wire to control erosion. 15. The method of claim 10 , comprising: changing the size of said filtration gaps by using a material for said wire that responds to thermal input at the subterranean location. 16. The method of claim 10 , comprising: changing the flow direction in said flow space at least once. 17. The method of claim 10 , comprising: providing a depth to said filtration gap near said inner surface such that erosion at an inlet or an outlet of said filtration gap near said inner surface can occur while still maintaining filtration capability of said gap near said inner surface. 18. A wire cross-sectional shape for a wire wrap screen wire defining a first and second filtration gaps on an outer and inner faces thereof on the adjacent windings on a support structure, wherein at least one flow space is defined between said filtration gaps that is wider than said gaps at said inner and outer faces; said flow space is configured to change the flow direction between said first and second filtration gaps at least once; said cross-sectional shape of said wire is T-shaped and adjacent wires wound together define said first and second filtration gaps where the orientation of said T-shapes in said adjacent wire windings is inverted. 19. The wire of claim 18 , wherein: said second filtration gap has a predetermined height, said height defines a filtering dimension despite an inlet or an outlet erosion at said second filtration gap. 20. A method of screening out produced solids from a subterranean formation, comprising: winding a wire on a base pipe such that spaced apart filtration gaps adjacent an inner and outer surfaces of windings of said wire are connected by a flow space that is wider than said filtration gaps at said inner and outer surfaces; locating said base pipe at a subterranean location; taking fluids through said gaps from a surrounding formation; winding two adjacent wires with a T-shape cross-section where one T-shape is inverted with respect to an adjacent cross-section T-shape; defining said flow space between said T-shaped adjacent cross-sections.
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