Method and device for measuring breakthrough pressure of porous medium material

A technology of porous media and measuring devices, which is applied in measuring devices, suspension and porous material analysis, soil material testing, etc. It can solve the problem of inaccurate measurement of breakthrough pressure of low-permeability porous media materials, too large breakthrough pressure value, and liquid discharge low quantity and other issues

Active Publication Date: 2011-09-14
INST OF ROCK AND SOIL MECHANICS - CHINESE ACAD OF SCI
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Problems solved by technology

In the case of limited experimental time, the breakthrough pressure value measured by the traditional experimental method is often too large, which is not realistic, because in the traditional experiment, if the applied pressure is equal to or slightly greater than the breakthrough pressure (minimum capillary force) of the test piece, due to the gas drive Replacing the liquid in the tested piece is an extremely slow process, and the amount of liquid discharged is very small, so it is difficult to observe the breakthrough of the gas; if the breakthrough of the gas is to be observed in a short time, the pressure required for the experiment (that is, the breakthrough Pressure) must be far greater than the capillary pressure of the largest connected pore in the tested piece, resulting in a large error in the test results. In addition, due to the inevitable slight differences in the length of the tested piece during the experiment, the sam

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  • Method and device for measuring breakthrough pressure of porous medium material
  • Method and device for measuring breakthrough pressure of porous medium material
  • Method and device for measuring breakthrough pressure of porous medium material

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[0064] Example 1:

[0065] A multi-method integrated porous media material breakthrough pressure and permeability coefficient measurement method at the same time, fast, efficient and accurate, the steps are as follows:

[0066] 1) According to figure 1 It can be seen that the saturated wet phase test piece 11 is placed in the holder 15, the entire measuring device is placed in the constant temperature control system 8, and the confining pressure medium is injected through the confining pressure injection system 3 to load the confining pressure stress on the tested piece 11;

[0067] 2) Close the upstream vent valve 23, downstream vent valve 43 and back pressure vent valve 52, disconnect the communication valve 63, open the upstream control valve 24, downstream control valve 44 and back pressure control valve 53, and inject the system 2 through the upstream non-wetting phase Vacuum the upstream and downstream of the measuring device separately and simultaneously with the downstream w...

Example Embodiment

[0074] Example 2:

[0075] according to figure 1 It can be seen that the measurement of the breakthrough pressure of a porous media material (a multi-method integrated device for simultaneous, rapid, efficient and accurate measurement of the breakthrough pressure and permeability coefficient of the porous media material) includes the holder system 1. The upstream non-wetting phase The injection system 2, the confining pressure injection system 3, the downstream wetting phase injection system 4, the downstream back pressure system 5, the differential pressure monitoring system 6, the data acquisition and processing system 7, and the constant temperature control system 8, are characterized by: the gripper system 1 The holder 15 is connected to the confining pressure control valve 33 in the confining pressure injection system 3 through a pipeline, and its upstream is connected to the upstream control valve 24 and the upstream pressure gauge 25 in the upstream non-wetting phase injec...

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Abstract

The invention discloses a method and a device for measuring a breakthrough pressure of a porous medium material. The method comprises the following steps of: A, placing a saturated infiltration phase tested piece into a holder, and loading a confining stress to the tested piece; B, shutting off an upstream emptying valve, a downstream emptying valve and a backpressure emptying valve, and vacuumizing; C, when the device is in a stable vacuum state, making the device pass through an upstream non-infiltration phase injection system and a downstream infiltration phase injection system; and D, simultaneously performing test on the breakthrough pressure and the permeability coefficient. The holder is connected with a confining stress control valve through a pipeline; the upstream is connected with an upstream control valve and an upstream pressure meter through pipelines; the downstream is connected with a downstream control valve, a downstream pressure meter and a backpressure control valve respectively through pipelines; a communicating valve is connected with an upstream non-infiltration phase and a downstream infiltration phase respectively through pipelines; a data acquisition cardis connected with the upstream pressure meter through a data wire. The invention is easy in operation, stable in performance and reliable in measurement, and applicable to simultaneous, quick, efficient and precise measurement of the breakthrough pressure and the permeability coefficient of the porous medium material.

Description

Technical field [0001] The invention relates to the technical field of measurement of breakthrough pressure of rock-like porous media materials, and more specifically to a method for simultaneous measurement of breakthrough pressure and permeability coefficient of porous media materials integrated with multiple methods, and also relates to a porous media material integrated with multiple methods The device for simultaneous measurement of breakthrough pressure and permeability coefficient is suitable for a wide range of rock-like porous media materials using different methods (including stepwise method, continuous method, transient method) to perform multiple parameters (including breakthrough pressure, permeability coefficient) at the same time, Fast, wide, accurate and efficient measurement. Background technique [0002] With the demand and development of deep mining and safety evaluation projects for industrial projects such as natural gas and coal-bed methane, and in recent ye...

Claims

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Application Information

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IPC IPC(8): G01N15/08G01N33/24
Inventor 李小春魏宁王颖王燕
Owner INST OF ROCK AND SOIL MECHANICS - CHINESE ACAD OF SCI
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