Apparatus and method for measuring apparent permeability of tight rock core

Patent metadata

Field	Value
Publication number	US-10801943-B2
Application number	US-201816016518-A
Country	US
Kind code	B2
Filing date	Jun 22, 2018
Priority date	Jun 26, 2017
Publication date	Oct 13, 2020
Grant date	Oct 13, 2020

Abstract

The present application provides an apparatus and a method for measuring apparent permeability of a tight rock core, the apparatus comprises: a rock core holder, a first high-pressure injection pump, a second high-pressure injection pump, a micro-differential pressure meter, a micro-flow meter, a first pressure control unit, a second pressure control unit, a first valve, a second valve, a third valve, and a fourth valve; the first pressure control unit comprises: a first pressure-resistant piston container and a second pressure-resistant piston container, both of which are divided into an upper cavity and a lower cavity by a piston, the upper cavities of the first pressure-resistant piston container and the second pressure-resistant piston container are filled with gases and communicate with each other, and the lower cavity of the first pressure-resistant piston container is filled with pump pressure-transmission liquids, and the lower cavity of the second pressure-resistant piston container is filled with experimental fluids.

First claim

The invention claimed is:

1. An apparatus for measuring apparent permeability of a rock core, wherein the apparatus comprises: a rock core holder, a first injection pump, a second injection pump, a differential pressure meter, a flow meter, a first pressure control unit, a second pressure control unit, a first valve, a second valve, a third valve, and a fourth valve;
wherein the first pressure control unit comprises: a first pressure-resistant piston container and a second pressure-resistant piston container, both of which are divided into an upper cavity and a lower cavity by a piston, the upper cavities of the first pressure-resistant piston container and the second pressure-resistant piston container are filled with gases and communicate with each other, and the lower cavity of the first pressure-resistant piston container is filled with pump pressure-transmission liquids, and the lower cavity of the second pressure-resistant piston container is filled with experimental fluids;
wherein the second pressure control unit comprises: a third pressure-resistant piston container and a fourth pressure-resistant piston container, both of which are divided into an upper cavity and a lower cavity by a piston, the upper cavities of the third pressure-resistant piston container and the fourth pressure-resistant piston container are filled with gases and communicate with each other, and the lower cavity of the third pressure-resistant piston container is filled with pump pressure-transmission liquids, and the lower cavity of the fourth pressure-resistant piston container is filled with experimental fluids, and wherein the experimental fluids are selected from the group consisting of gas, oil, water, and polymer solutions;
wherein the upper cavities of the first and second pressure-resistant piston containers are connected with the upper cavities of the third and fourth pressure-resistant piston containers through the first valve, and the lower cavity of the first pressure-resistant piston container is connected with the second injection pump, the lower cavity of the second pressure-resistant piston container is connected with a first inlet of the rock core holder, the lower cavity of the third pressure-resistant piston container is connected with the second injection pump through the second valve, a first end of the flow meter is connected with the lower cavity of the fourth pressure-resistant piston container by the fourth valve, and a second end of the flow meter is connected with the outlet of the rock core holder by the third valve;
wherein the rock core holder accommodates a sample of the rock core;
wherein the first injection pump is connected with a second inlet of the rock core holder for adjusting a confining pressure;
wherein the second injection pump provides a pressure;
wherein the differential pressure meter is connected between the first inlet and the outlet of the rock core holder for measuring a dynamic differential pressure; and
wherein the flow meter measures a dynamic flow.

2. The apparatus as claimed in claim 1 , wherein the flow meter comprises: a first pressure-resistant container, a second pressure-resistant container, a flow pump, a pressure-resistant capillary, a resistance measuring device, a fifth valve and a calculator, wherein:
the first pressure-resistant container is filled with measurement fluids, one end of the first pressure-resistant container is connected with the outlet of the rock core holder by the third valve, and the other end of the first pressure-resistant container is connected with a head end of the pressure-resistant capillary;
the second pressure-resistant container is filled with gases, one end of the second pressure-resistant container is connected with the lower cavity of the fourth pressure-resistant piston container, and the other end of the second pressure-resistant container is connected with a head end of the pressure-resistant capillary by the fifth valve;
a tail end of the pressure-resistant capillary is connected with the flow pump, and connected with the lower cavity of the fourth pressure-resistant piston container by the fourth valve;
the resistance measuring device is electrically connected with the head end and the tail end of the pressure-resistant capillary by signal lines for measuring a resistance of fluids in the pressure-resistant capillary; and
the calculator is electrically connected with the resistance measuring device for calculation of the dynamic flow according to the resistance value measured by the resistance measuring device.

3. A method of measuring apparent permeability of a rock core, comprising the steps of: providing the apparatus for measuring apparent permeability of a rock core according to claim 2 ;
loading the sample of the rock core into the rock core holder, and adjusting the confining pressure in the rock core holder with the first injection pump;
opening the third valve and the fourth valve, controlling the second injection pump for applying the pressure, so that experimental fluids in the lower cavity of the second pressure-resistant piston container are injected into the sample of the rock core, and stopping the second injection pump after the dynamic differential pressure measured by the differential pressure meter becomes stable, wherein the experimental fluids are selected from the group consisting of gas, oil, water, and polymer solutions;
closing the third valve and the fourth valve, opening the first valve and the second valve, controlling the second injection pump for applying the pressure so as to adjust the pressure in the first pressure control unit and the second pressure control unit to an experimental pressure, the experimental pressure is used for simulating formation pressure;
closing the first valve and the second valve, opening the third valve and the fourth valve, controlling the second injection pump to inject pump pressure-transmission liquids in a first ladder boosting mode, recording the dynamic differential pressure that the differential pressure meter measures and the dynamic flow that the flow meter measures after each boosting has stabilized; and
calculating apparent permeability according to the dynamic differential pressure and the dynamic flow recorded after each boosting has stabilized.

4. The method as claimed in claim 3 , further comprising prior to controlling the second injection pump to inject the pump pressure-transmission liquids in the first ladder boosting mode:
controlling the second injection pump to inject pump pressure-transmission liquids in a second ladder boosting mode, and recording the dynamic differential pressure the differential pressure meter measures and the dynamic flow the flow meter measures;
drawing a pressure gradient dynamic curve according to the recorded dynamic differential pressure, and drawing a flow dynamic curve according to the recorded dynamic flow;
determining a moment when the dynamic flow is the first non-zero value according to the flow dynamic curve; and
determining a pressure gradient corresponding to the moment according to the pressure gradient dynamic curve, the pressure gradient corresponding to the moment is a start-up pressure gradient if the pressure gradient corresponding to the moment is a peak value or stable value for the pressure gradient dynamic curve.

5. The method as claimed in claim 4 , further comprising the following steps after calculating apparent permeability:
calculating a flow rate according to the dynamic flow recorded after each boosting has stabilized, and calculating a pressure gradient according to the dynamic differential pressure recorded after each boosting has stabilized;
fitting a relationship between the flow rate and the apparent permeability according to the flow rate and the apparent permeability, and determinin

Assignees

• Univ China Petroleum Beijing
• Beijing Shida Rongzhi Science And Tech Limited Company
• Beijing Shida Rongzhi Sci And Tech Ltd Co

Inventors

• Yue Xiang'An
• An Weiqing
• Feng Xuegang
• Zhang Lijuan
• Zou Jirui
• Fang Xin
• Fu Youjun
• Fang Wei
• Zhang Junbin
• Tian Wenhao
• Zhao Jueshun
• Kong Bin
• Zhao Shengxu

Classifications

• G01L13/00

  Devices or apparatus for measuring differences of two or more fluid pressure values · CPC title

• G01N15/0826 Primary

  and measuring fluid flow rate, i.e. permeation rate or pressure change · CPC title

• E21B49/025

  of underwater soil, e.g. with grab devices · CPC title

• G01N15/0806

  Details, e.g. sample holders, mounting samples for testing · CPC title

• E21B49/02

  by mechanically taking samples of the soil · CPC title