Partially degradable particulates as time-released tracers for acidized and fractured gas wells
US-2024209729-A1 · Jun 27, 2024 · US
US2016341022A1 · US · A1
| Field | Value |
|---|---|
| Publication number | US-2016341022-A1 |
| Application number | US-201615156833-A |
| Country | US |
| Kind code | A1 |
| Filing date | May 17, 2016 |
| Priority date | May 19, 2015 |
| Publication date | Nov 24, 2016 |
| Grant date | — |
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A method of treating a subterranean formation may include preparing a mortar slurry, injecting the mortar slurry into the subterranean formation at a pressure sufficient to create a fracture in the subterranean formation, allowing the mortar slurry to set, forming a mortar in the fracture, and providing a pulse of pressure sufficient to reopen the fracture and thereby provide cracks in the set mortar. The mortar slurry may be designed to form a pervious mortar, to crack under fracture closure pressure, or both.
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We claim: 1 . A method of treating a subterranean formation, comprising: preparing a mortar slurry designed to set to form a mortar with a compressive strength below a fracture closure pressure of the subterranean formation, the mortar slurry comprising a cementitious material and water; injecting the mortar slurry into the subterranean formation at a pressure sufficient to create a fracture in the subterranean formation; while maintaining a pressure higher than the fracture closure pressure, allowing the mortar slurry to set, forming the mortar in the fracture; reducing the pressure below the fracture closure pressure; allowing the mortar in the fracture to crack, forming a cracked mortar; and exposing the set mortar to a pulse of pressure sufficient to reopen the fracture and provide additional cracks and permeability in the set cracked mortar. 2 . The method of claim 1 , wherein the pulse of pressure is provided by a compressable gas. 3 . The method of claim 1 wherein the pulse of pressure is provided by pumping a liquid into the wellbore. 4 . The method of claim 1 wherein the mortar slurry is further designed to have a viscosity of less 5,000 cP. 5 . The method of claim 1 , wherein the mortar slurry is further designed to set to form the mortar with a setting time in excess of 60 minutes after pump shut in, and wherein allowing the mortar slurry to set comprises waiting at least 60 minutes after injecting stops. 6 . The method of claim 1 , wherein the mortar slurry is further designed to set to form a pervious mortar with a compressive strength above an effective confinement stress of the formation. 7 . The method of claim 1 , wherein the mortar slurry is further designed to set to form a pervious mortar with a conductivity above 4,000 mD-ft. 8 . The method of claim 1 , wherein, prior to allowing the mortar in the fracture to crack, the mortar comprises a pervious mortar having a first conductivity, and wherein the cracked mortar has a second conductivity greater than the first conductivity. 9 . The method of claim 8 , wherein the second conductivity is above 2,000 mD-ft. 10 . The method of claim 8 , wherein the second conductivity is at least 2,000 mD-ft greater than the first conductivity. 11 . The method of claim 1 , wherein the mortar slurry is further designed to set and form the mortar with a salinity tolerance above 1% brine. 12 . The method of claim 1 , wherein a design ratio between the water and the cementitious material is between 0.2 and 0.8. 13 . A method of treating a subterranean formation, comprising: preparing a mortar slurry designed to set to form a pervious mortar with conductivity above 10 mD-ft, the mortar slurry comprising a cementitious material, aggregate, and water; injecting the mortar slurry into the subterranean formation at a pressure sufficient to create a fracture in the subterranean formation; allowing the mortar slurry to set, forming the pervious mortar in the fracture; and after the mortar has set, providing a pulse of pressure sufficient to reopen the fracture and thereby provide cracks in the mortar. 14 . The method of claim 13 , wherein the mortar slurry is further designed to have a viscosity of less 5,000 cP. 15 . The method of claim 13 , wherein the mortar slurry is further designed to set to form the pervious mortar with a setting time in excess of 60 minutes after pump shut in, and wherein allowing the mortar slurry to set comprises waiting at least 60 minutes after injecting stops. 16 . The method of claim 13 , wherein the mortar slurry is further designed to set to form the pervious mortar with a compressive strength above an effective confinement stress of the formation. 17 . The method of claim 16 , wherein the mortar slurry is designed to set to form the pervious mortar with a compressive strength above 20 Mpa. 18 . The method of claim 13 , wherein the mortar slurry is further designed to set and form the pervious mortar with a salinity tolerance above 1% brine. 19 . The method of claim 13 , wherein a design ratio between the water and the cementitious material is between 0.2 and 0.8. 20 . The method of claim 13 , wherein the mortar slurry design further comprises sand. 21 . The method of claim 20 , wherein a design ratio between the sand and the cementitious material is between 1 and 8. 22 . The method of claim 13 , wherein the mortar slurry design further comprises retarder.
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