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Stress sensitivity test method and device

A technology of stress sensitivity and testing method, applied in measurement devices, analysis of suspensions and porous materials, instruments, etc., can solve the problem of large error in working system optimization and production capacity prediction, overestimation of stress sensitivity, deformation of rock skeleton, etc. The problem of complex particle contact is to optimize the working system and predict the oil and gas production capacity, improve the accuracy, and accurately adjust the permeability variation law.

Inactive Publication Date: 2020-11-27
CHINA UNIV OF PETROLEUM (BEIJING)
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  • Abstract
  • Description
  • Claims
  • Application Information

AI Technical Summary

Problems solved by technology

[0004] However, when the stress sensitivity is tested by the above two methods, the state of the core is quite different from the stress of the rock skeleton or particles under the original reservoir conditions, especially for the case of high plastic mineral content, so the stress sensitivity is high. The error of working system optimization and productivity prediction is relatively large, especially for deep tight / shale oil and gas reservoirs, where the initial effective stress under in-situ conditions is higher, and the deformation of rock skeleton or particle contact is more complicated

Method used

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Examples

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Effect test

Embodiment 1

[0056] In this example, the method provided in the example of this specification is applied. First, the core of Weiye 23-1 well (length: 4.976cm, diameter 2.512cm) is calculated. The corresponding overburden pressure is 95MPa, and the initial pore pressure is 75MPa. The effective stress on the rock skeleton under the formation state is 20MPa, the abandonment pressure is 10MPa, and the number of confining pressure and back pressure gradients are both 25, so the confining pressure rise step is 3.8MPa, and the back pressure rise step is 3MPa.

[0057] The specific test steps are as follows:

[0058] Step 1: Press figure 2 Connect the experimental process, restore the core to the original formation state, the core confining pressure rise step is 3.8MPa, the back pressure rise step is 3MPa, the confining pressure and back pressure are raised step by step, and the inlet end is injected with constant pressure until it is stable. The next stage of boosting makes the confining pressu...

Embodiment 2

[0069] In this example, the method provided in the example of this manual is used to calculate the core of Yongye 1 well (length: 2.818cm, diameter 2.515cm), the corresponding overburden pressure is 90MPa, and the pore pressure in the initial state is 70MPa. The effective stress on the rock skeleton under the condition is 20MPa, the abandonment pressure is taken as 10MPa, and the number of confining pressure and back pressure gradients are both 20, so the confining pressure rise step is 4.5MPa, and the back pressure rise step is 3.5MPa.

[0070] The specific test steps are as follows:

[0071] Step 1: Press figure 2 Connect the experimental process to restore the core to the original formation state. The core confining pressure rise step is 4.5MPa, and the back pressure rise step is 3.5MPa. The confining pressure and back pressure are raised step by step, and the inlet end is injected with constant pressure until it stabilizes. Carry out the next level of boosting to make th...

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Abstract

The embodiment of the invention provides a stress sensitivity testing method and device. The method comprises the steps: obtaining effective stress borne by a rock framework according to overlying stratum pressure and initial pore pressure when a rock core to be measured is located in an original stratum; increasing the confining pressure and the back pressure borne by the rock core to be measuredstep by step according to a preset confining pressure rising step length and a preset rising back pressure step length until the confining pressure is equal to the overlying strata pressure and the back pressure is equal to the initial pore pressure; keeping the confining pressure constant, reducing the return pressure step by step according to a preset return pressure reduction step length, andcalculating the permeability of the rock core to be measured under different return pressures; and when the return pressure borne by the rock core to be tested is reduced to a preset pressure value, determining the stress sensitivity of the rock core to be tested according to the permeability of the rock core to be tested under different return pressures and the effective stress borne by the rockframework. Therefore, the accuracy of stress sensitivity testing is improved.

Description

technical field [0001] The embodiments of this specification relate to the field of petroleum and natural gas engineering, in particular to a stress sensitivity testing method and device. Background technique [0002] During the effective development of low-permeability reservoirs, permeability is one of the important petrophysical parameters affecting the development of oil and gas fields. As the effective stress gradually increases, the pore space of the reservoir decreases continuously, and the permeability decreases accordingly. This phenomenon is called reservoir stress sensitivity. Due to the very low permeability of tight / shale oil and gas reservoirs and the extremely narrow pore throats, during the process of oil and gas depletion and production, the pressure of the reservoir is reduced, which shows a significant stress sensitivity characteristic, resulting in a further decrease in reservoir permeability and a large increase in production capacity. reduce. Accurate...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): G01N15/08
CPCG01N15/0826
Inventor 王敬刘慧卿屈重玖宁正福杨健
Owner CHINA UNIV OF PETROLEUM (BEIJING)
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