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Rock core measuring system and method

A measurement system and core technology, applied in the direction of measurement devices, soil testing, suspension and porous material analysis, etc., can solve the problem of long measurement period and inability to simultaneously determine the core resistivity and the pores connected to the throat Information, data points and other problems, to achieve the effect of shortening the measurement cycle

Active Publication Date: 2013-11-27
PETROCHINA CO LTD
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Problems solved by technology

[0009] The present invention provides a rock core measurement system and method to at least solve the inability to simultaneously determine the core resistivity and the information of the pores connected to the throat and the obtained data points caused by the use of the constant pressure difference method to measure the rock core in the related art The technical problem of less and long measurement cycle

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Embodiment Construction

[0035] In order to make the object, technical solution and advantages of the present invention clearer, the present invention will be described in further detail below in conjunction with the embodiments and accompanying drawings. Here, the exemplary embodiments and descriptions of the present invention are used to explain the present invention, but not to limit the present invention.

[0036] In an embodiment of the present invention, a core measurement system is provided, such as figure 1 As shown, the core measurement system includes: an injection pump 101 , a core holder 102 , a suction pump 103 , a differential pressure sensor 104 , and a resistivity measurement unit 105 . Combine below figure 1 Describe each component of the system in detail:

[0037] 1) a core holder 102, used to fix the rock core to be tested in the core holder 102;

[0038] 2) The injection pump 101 is connected to the fluid injection port of the core holder 102, and is used to displace the non-wet...

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Abstract

The invention provides a rock core measuring system and method. The system comprises a core holder, an injection pump, a suction pump, a pressure difference sensor and a resistivity measuring unit, wherein the injection pump is connected with a fluid injection port of the core holder and used for displacing a non-wetting phase entering into a to-be-measured rock core fixed in the core holder at a constant speed; the suction pump is connected with a fluid output port of the core holder and used for collecting the original fluid which is in the to-be-measured rock core and is displaced out from the to-be-measured rock core; two ends of the pressure difference transducer are connected with the fluid injection port and the fluid output port respectively, and the pressure difference transducer is used for measuring the pressure difference of fluid at the two ends of the to-be-measured rock core in the displacement process of the to-be-measured rock core; the resistivity measuring unit is connected with the to-be-measured rock core and used for measuring the resistivity of the to-be-measured rock core in the displacement process of the to-be-measured rock core. The system and the method provided by the invention solve the technical problems that when a constant-pressure difference method is adopted for measuring a rock core, the resistivity of the rock core and the information of a pore connected with a throat can not be determined at the same time, and the number of obtained data points is small; meanwhile, the measurement period is shortened compared with that of the constant-pressure difference method.

Description

technical field [0001] The invention relates to the field of petroleum exploration and production, in particular to a rock core measurement system and method. Background technique [0002] At present, in order to measure the resistivity, capillary pressure and other characteristics of rock, the method generally adopted is the constant pressure difference method. The basic principle of the constant pressure difference method is: put the rock core to be tested into the core holder, and press the Apply a constant pressure difference from low to high (discontinuous), and use the non-wetting phase to displace the brine in the core. According to the capillary pressure theory, the core is subjected to the interfacial tension, contact angle and pore throat of two immiscible fluids. Influenced by radius, under a certain pressure difference, the distribution of non-wetting phase and water in the core will reach equilibrium, and the water saturation in the core will also reach a certai...

Claims

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Application Information

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Patent Type & Authority Applications(China)
IPC IPC(8): G01N33/24G01N15/08
Inventor 王克文俞军徐红军孙文杰
Owner PETROCHINA CO LTD
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