Experimental method for indoor real-time dynamic monitoring of hydraulic fracture width

Patent metadata

Field	Value
Publication number	US-10578530-B2
Application number	US-201815989712-A
Country	US
Kind code	B2
Filing date	May 25, 2018
Priority date	May 27, 2017
Publication date	Mar 3, 2020
Grant date	Mar 3, 2020

Abstract

An experimental method for indoor real-time dynamic monitoring of a hydraulic fracture width, comprising the steps of: test piece preparation: assembling a prefabricating mold and fixing a fiber grating therein; mounting a simulated wellbore in the prefabricating mold, pouring agitated cement mortar into the prefabricating mold, and the cement mortar is solidified to form a test piece; mounting the test piece into a confining pressure chamber of a true triaxial hydraulic fracturing simulation device, connecting a liquid injection line to the true triaxial hydraulic fracturing simulation device, and connecting the fiber grating to a modem that is connected to a computer; hydraulic fracture width monitoring test: injecting liquid into the confining pressure chamber of the true triaxial hydraulic fracturing simulation device through the liquid injection line to apply three-direction confining pressures to the test piece, injecting liquid into the simulated wellbore, and starting the fiber grating and the modem to dynamically monitor the hydraulic fracture width in the test piece; and when a hydraulic fracture inside the test piece reaches an outer surface of the test piece, ending the test.

First claim

The invention claimed is:

1. An experimental method for indoor real-time dynamic monitoring of a hydraulic fracture width, comprising the steps of:
a) test piece preparation: assembling a prefabricating mold and fixing a fiber grating within the prefabricating mold; next, mounting a simulated wellbore within the prefabricating mold, pouring agitated cement mortar into the prefabricating mold, and removing the prefabricating mold and curing a test piece after the cement mortar is solidified to form the test piece;
b) test piece mounting: mounting the test piece into a confining pressure chamber of a true triaxial hydraulic fracturing simulation device, connecting a liquid injection line to the true triaxial hydraulic fracturing simulation device, and connecting the fiber grating to a modem that is connected to a computer, so as to test integrality of the fiber grating and recordability of data;
c) hydraulic fracture width monitoring test: injecting liquid into the confining pressure chamber of the true triaxial hydraulic fracturing simulation device through the liquid injection line to apply three-direction confining pressures to the test piece, injecting liquid into the simulated wellbore, and starting the fiber grating and the modem to dynamically monitor the hydraulic fracture width in the test piece; during application of the three-direction confining pressures to the test piece in three-directions, a minimum main stress is applied to the test piece in a length direction of an intermediate section of the fiber grating, while an intermediate main stress and a maximum main stress are applied to the test piece in two other directions perpendicular to the intermediate section; during a fracturing test, a hydraulic fracture inside the test piece is extended in a direction perpendicular to the intermediate section of the fiber grating; wherein the minimum main stress, the intermediate main stress, and the maximum main stress are increased sequentially; and
d) test piece sectioning: ending the test when a hydraulic fracture inside the test piece reaches an outer surface of the test piece, relieving the three-direction confining pressures and disassembling the liquid injection line, removing the test piece from the true triaxial hydraulic fracturing simulation device, and sectioning the test piece to observe a form of the fracture thereof.

2. The experimental method for indoor real-time dynamic monitoring of a hydraulic fracture width according to claim 1 , wherein in the step a), the cement mortar is made of cement and quartz sand with a weight ratio of 1:1 and evenly agitated with water.

3. The experimental method for indoor real-time dynamic monitoring of a hydraulic fracture width according to claim 1 , wherein a light source used by the modem is a laser broad-spectrum light source to ensure radiation stability of the light source.

4. The experimental method for indoor real-time dynamic monitoring of a hydraulic fracture width according to claim 1 , wherein in the step a), an intermediate section of the fiber grating is perpendicular to the simulated wellbore.

5. The experimental method for indoor real-time dynamic monitoring of a hydraulic fracture width according to claim 4 , wherein in the step a), two ends of the fiber grating run out of the prefabricating mold in such a manner that the two ends form curved arcs of greater than 90 degrees with the intermediate section, respectively.

6. The experimental method for indoor real-time dynamic monitoring of a hydraulic fracture width according to claim 5 , wherein in the step c), when the three-direction confining pressures are applied to the test piece, the pressures are applied synchronously in the three directions at a same rate of increasing the pressures; when a pressure in one of the directions reaches a set value, the pressure is kept constant, while pressures in the other two directions are continuously increased; and when each of the three-direction confining pressures reaches a set value, the pressures are maintained until an end of the test.

7. The experimental method for indoor real-time dynamic monitoring of a hydraulic fracture width according to claim 1 , wherein the prefabricating mold is formed by a base plate, a front end plate, a rear end plate, and two side plates in which a through hole is formed respectively; an iron wire placed in a horizontal direction is fixed between the two through holes, and an intermediate section of the fiber grating is fixed on the iron wire.

8. The experimental method for indoor real-time dynamic monitoring of a hydraulic fracture width according to claim 7 , wherein a front end of the simulated wellbore is fixed on the front end plate, a rear end of the simulated wellbore faces towards the rear end plate, and the intermediate section of the fiber grating is placed to be perpendicular to the simulated wellbore.

9. The experimental method for indoor real-time dynamic monitoring of a hydraulic fracture width according to claim 8 , wherein a liquid inlet at the front end of the simulated wellbore is communicated with a liquid inflow hole in the front end plate, and a liquid outlet at the rear end of the simulated wellbore is provided with a prefabricated fracture.

10. The experimental method for indoor real-time dynamic monitoring of a hydraulic fracture width according to claim 5 , wherein the prefabricating mold is formed by a base plate, a front end plate, a rear end plate, and two side plates in which a through hole is formed respectively; an iron wire placed in a horizontal direction is fixed between the two through holes; and an intermediate section of the fiber grating is fixed on the iron wire.

11. The experimental method for indoor real-time dynamic monitoring of a hydraulic fracture width according to claim 10 , wherein a front end of the simulated wellbore is fixed on the front end plate, a rear end of the simulated wellbore faces towards the rear end plate, and the intermediate section of the fiber grating is placed to be perpendicular to the simulated wellbore.

12. The experimental method for indoor real-time dynamic monitoring of a hydraulic fracture width according to claim 11 , wherein a liquid inlet at the front end of the simulated wellbore is communicated with a liquid inflow hole in the front end plate, and a liquid outlet at the rear end of the simulated wellbore is provided with a prefabricated fracture.

Assignees

• Univ China Petroleum Beijing

Inventors

• Zhang Guangqing
• Lin Ying
• Yang Xiao
• Wang Yuanyuan

Classifications

• G01N2203/0067

  Fracture or rupture · CPC title

• G01N3/10 Primary

  generated by pneumatic or hydraulic pressure (G01N3/18 takes precedence) · CPC title

• G01N2203/0048

  Hydraulic means · CPC title

• G01N3/00

  Investigating strength properties of solid materials by application of mechanical stress · CPC title

• G01N2203/0256

  Triaxial, i.e. the forces being applied along three normal axes of the specimen · CPC title