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AU2020202464B2 - Apparatus and method for measuring critical filling pressure - Google Patents

Apparatus and method for measuring critical filling pressure Download PDF

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Publication number
AU2020202464B2
AU2020202464B2 AU2020202464A AU2020202464A AU2020202464B2 AU 2020202464 B2 AU2020202464 B2 AU 2020202464B2 AU 2020202464 A AU2020202464 A AU 2020202464A AU 2020202464 A AU2020202464 A AU 2020202464A AU 2020202464 B2 AU2020202464 B2 AU 2020202464B2
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AU
Australia
Prior art keywords
pressure
core holder
intermediate container
pipe
measuring
Prior art date
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AU2020202464A1 (en
Inventor
Yonglin DU
Yuhong LEI
Naigui Liu
Xiaorong Luo
Jianzhao YAN
Likuan ZHANG
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Institute of Geology and Geophysics of CAS
Northeast Petroleum University
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Northeast Petroleum Univ
Institute of Geology and Geophysics of CAS
Northeast Petroleum University
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    • GPHYSICS
    • G01MEASURING; TESTING
    • G01LMEASURING FORCE, STRESS, TORQUE, WORK, MECHANICAL POWER, MECHANICAL EFFICIENCY, OR FLUID PRESSURE
    • G01L7/00Measuring the steady or quasi-steady pressure of a fluid or a fluent solid material by mechanical or fluid pressure-sensitive elements
    • GPHYSICS
    • G01MEASURING; TESTING
    • G01NINVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
    • G01N15/00Investigating characteristics of particles; Investigating permeability, pore-volume or surface-area of porous materials
    • G01N15/08Investigating permeability, pore-volume, or surface area of porous materials
    • G01N15/082Investigating permeability by forcing a fluid through a sample
    • G01N15/0826Investigating permeability by forcing a fluid through a sample and measuring fluid flow rate, i.e. permeation rate or pressure change

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  • Physics & Mathematics (AREA)
  • General Physics & Mathematics (AREA)
  • Chemical & Material Sciences (AREA)
  • Dispersion Chemistry (AREA)
  • Health & Medical Sciences (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Analytical Chemistry (AREA)
  • Biochemistry (AREA)
  • General Health & Medical Sciences (AREA)
  • Fluid Mechanics (AREA)
  • Immunology (AREA)
  • Pathology (AREA)
  • Measuring Fluid Pressure (AREA)

Abstract

The present disclosure provides an apparatus and a method for measuring the critical filling pressure. The apparatus for measuring comprises: a critical filling pressure, characterized in comprising a micro advection pump, an intermediate container, a pressure sensor, a monitoring module and a core holder, wherein: the core holder is used for holding an impermeable object for calibration and a core to be measured; the micro advection pump is connected to one end of the intermediate container through a first pipe, for injecting first liquid into the intermediate container at a preset flow rate; the other end of the intermediate container is connected to the core holder through a second pipe, for injecting second liquid into the core holder, and the pressure sensor is connected onto the second pipe between the intermediate container and the core holder; the monitoring module is electrically connected to the pressure sensor, and is used for monitoring in real time the pressure of the pressure sensor that varies with time when an impermeable object and a core to be measured are held in the core holder. The present disclosure can quickly and accurately measure the critical filling pressure of a core, with a measurement result thereof having a very small error compared with an actual value. 1/4 18 22 19 5 14 17 13 4 22 9 16 3 12 15 FIG. 1

Description

1/4
18
22 19 5
14
17 13 4 22 9
16 3 12 15
FIG. 1
Apparatus and Method for Measuring Critical Filling Pressure
Technical Field
The disclosure relates to the field of petroleum exploration, in particular to a core
parameter measurement technology, and specifically to an apparatus and a method for
measuring a critical filling pressure.
Background
The proportion of low permeability and tight oil and gas reservoirs in China's oil
and gas resources increases year by year, and the critical filling pressure is a key
parameter in the reservoir-forming study of such oil and gas reservoirs, but the critical
filling pressure cannot be measured accurately in the prior art. In order to measure the
critical fill pressure, the prior art proposes a method of measuring critical filling
pressure using an RLC (Radio Link Control) bridge. The basic principle of the method
is that resistivity of a saturated-water core increases when oil is injected into the core,
so that injection pressure at which oil begins to enter the core is detected by measuring
the resistivity of the core by the RLC bridge, and which is the critical filling pressure.
However, when the oil begins to enter the core, there is a very small change in the
resistivity of the core, and the relationship between the oil content and distribution and
the core resistivity is multi-solvability, and thus the method has a low sensitivity and a
large error.
Summary of the Disclosure
Embodiments of the present disclosure provide an apparatus and a method for
measuring a critical filling pressure, which can at least alleviate the problem that an
existing measurement technology has a low sensitivity and a large error, and can quickly
and accurately measure the critical filling pressure of a core, with a measurement result
thereof having a very small error compared with an actual value.
In one aspect, an embodiment of the present disclosure provides an apparatus for
measuring a critical filling pressure, comprising a micro advection pump, an
intermediate container, a pressure sensor, a monitoring module and a core holder,
wherein:
17393470_1 (GHMatters) P46064AU00 the core holder is used for holding an impermeable object for calibration and a core to be measured; the micro advection pump is connected to one end of the intermediate container through a first pipe, for injecting first liquid into the intermediate container at a preset flow rate; the other end of the intermediate container is connected to the core holder through a second pipe, for injecting second liquid into the core holder, and the pressure sensor is connected onto the second pipe between the intermediate container and the core holder; the monitoring module is electrically connected to the pressure sensor, and is used for monitoring in real time the pressure of the pressure sensor that varies with time when an impermeable object and a core to be measured are held in the core holder. In one embodiment, the intermediate container is disposed in a vertical direction, a low end thereof being connected to the micro advection pump and an upper end thereof being in communication with the core holder. In one embodiment, density of the first liquid is greater than that of the second liquid. In one embodiment, the apparatus for measuring the critical filling pressure further comprises a container connected onto the second pipe between the intermediate container and the core holder through a third pipe, for containing the second liquid. In one embodiment, the apparatus for measuring the critical filling pressure further comprises a vacuum pump which is connected to the third pipe through a fourth pipe. In one embodiment, the apparatus for measuring the critical filling pressure comprises: a valve configured on the second pipe; a valve configured on the third pipe; a valve configured on the fourth pipe. In one embodiment, the apparatus for measuring the critical filling pressure further comprises an annular pressure pump which is connected to the core holder through a
2
17393470_1 (GHMatters) P46064AU00 fifth pipe. In one embodiment, the apparatus for measuring the critical filling pressure further comprises a pressure gauge which is configured on the fifth pipe.
In another aspect, an embodiment of the present disclosure provides a method for
measuring a critical filling pressure, the method comprises:
loading the impermeable object into the core holder;
opening the micro advection pump after applying a confining pressure to the core
holder to a preset value, to fill the intermediate container at a preset flow rate until a
preset time;
recording, by the monitoring module, a curve showing relationship of the pressure
of the pressure sensor that varies with time, as a calibration curve;
loading the core to be measured into the core holder;
opening the micro advection pump after applying a confining pressure to the core
holder to the preset value, to fill the intermediate container at the preset flow rate until
the preset time;
recording, by the monitoring module, relationship of the pressure of the pressure
sensor that varies with time, as a measurement curve;
comparing the calibration curve and the measurement curve to obtain the critical
filling pressure.
In one embodiment, prior to loading the impermeable object into the core holder
and loading the core to be measured into the core holder, the method further comprises:
opening a vacuum pump to vacuumize the intermediate container and the second
and third pipes connected to the intermediate container so that the second liquid in a
beaker enters the intermediate container and the second and third pipes connected to
the intermediate container.
In one embodiment, recording, by the monitoring module, a curve showing
relationship of the pressure of the pressure sensor that varies with time, includes:
recording, by the monitoring module at a preset sampling time interval, a curve
showing relationship of the pressure of the pressure sensor that varies with time.
3
17393470_1 (GHMatters) P46064AU00
From the above description, the present disclosure provides an apparatus and a
method for measuring a critical filling pressure, which can solve the problem that an
existing measurement technology has a low sensitivity and a large error, and can quickly
and accurately measure the critical filling pressure of a core, with a measurement result
thereof having a very small error compared with an actual value. Brief Description of the Drawings
In order to more clearly explain the embodiments of the disclosure or the technical
solution in the prior art, drawings that need to be used in the description in embodiments
or the prior art will be simply introduced below, obviously the drawings in the following
description are some examples of the disclosure, for persons ordinarily skilled in the
art, it is also possible to obtain other drawings according to these drawings without
making creative efforts.
FIG. 1 is a structural schematic diagram of an apparatus for measuring a critical
filling pressure according to an embodiment of the present disclosure.
FIG. 2 is a flow schematic diagram of a method for measuring a critical filling
pressure according to an embodiment of the present disclosure.
FIG. 3 is a schematic diagram showing comparison between a calibration curve
and a measurement curve according to an embodiment of the present disclosure.
FIG. 4 is a partially enlarged schematic diagram of FIG. 3.
FIG. 5 is a flow schematic diagram of a specific application example of the method
for measuring the critical filling pressure of the present disclosure.
Detailed Description of the Preferred Embodiments Hereinafter the technical solution in the embodiments of the present disclosure will be described clearly and integrally in combination with the accompanying drawings in the embodiments of the present disclosure, and obviously the described embodiments are merely part of the embodiments, not all of the embodiments. Based on the embodiments of the present disclosure, all other embodiments that are obtained by persons skilled in the art without making creative efforts fall within the protection scope of the present disclosure.
An embodiment of the present disclosure provides specific implementation of an
4
17393470_1 (GHMatters) P46064AU00 apparatus for measuring a critical filling pressure, and referring to FIG. 1, the apparatus for measuring a critical filling pressure specifically comprises: a micro advection pump 1, an intermediate container 4, a pressure sensor 11, a monitoring module 12 and a core holder 13, in which: the core holder 13 is used for holding an impermeable object for calibration and a core to be measured; in a specific example, the impermeable object may be selected to be stainless steel in the shape of a cylinder; the micro advection pump 1 is connected to one end of the intermediate container
4 through a first pipe 16, for injecting first liquid 21 into the intermediate container 4 at
a preset flow rate;
in a specific example, the preset flow rate may be 0.02 ml/min; the first liquid 21
may be water or other non-compressible liquid;
the other end of the intermediate container 4 is connected to the core holder 13
through a second pipe 17, for injecting second liquid 22 into the core holder 13, and the
pressure sensor 11 is connected onto the second pipe 17 between the intermediate
container 4 and the core holder 13;
in a specific example, the intermediate container 4 is disposed in a such a direction
that:
a portion of the intermediate container 4 that is connected to the micro advection
pump 1 is directed downwards, and a portion of the intermediate container 4 that is in
communication with the core holder 13 is directed upwards.
In a specific example, the second liquid 22 may be kerosene or other oil liquid.
The monitoring module 12 is electrically connected to the pressure sensor 11, and
is used for monitoring in real time the pressure of the pressure sensor 11 that varies with
time when an impermeable object and a core to be measured are held in the core holder
13.
In a specific example, the capacity of the intermediate container 4 may be 200 ml.
The apparatus for measuring further comprises a container 6 connected onto the
second pipe 17 between the intermediate container 4 and the core holder 13 through a 5
17393470_1 (GHMatters) P46064AU00 third pipe 18, for containing the second liquid 22.
In a specific example, the container 6 may be a beaker, such as a beaker of 10 x 10
cm and of 25 cm length, the wall thickness thereof may be 5 mm, the beaker contains
kerosene, and the density of kerosene may be 0.896 g/cc.
The apparatus for measuring further comprises a vacuum pump 7 which is
connected to the third pipe 18 through a fourth pipe 19.
A valve 9 is configured on the second pipe 17.
A valve 5 is configured on the third pipe 18.
A valve 8 is configured on the fourth pipe 19.
The apparatus for measuring further comprises an annular pressure pump 15 which
is connected to the core holder 13 through a fifth pipe 20.
The apparatus for measuring further comprises a pressure gauge 14 which is
configured on the fifth pipe 20.
From the above description, the present disclosure provides an apparatus for
measuring a critical filling pressure, which can solve the problem existed in a
measurement technology in prior art with a low sensitivity and a large error. And the
present disclosure can quickly and accurately measure the critical filling pressure of a
core, with a measurement result thereof having a very small error compared with an
actual value.
An embodiment of the present disclosure provides specific implementation of a
method for measuring a critical filling pressure, and referring to FIG. 2, the method for
measuring a critical filling pressure specifically comprises:
A step 100: loading the impermeable object into the core holder.
It may be understood that the tightness of the apparatus for measuring should be
checked prior to the start of the measurement of the critical fill pressure, specifically by
opening the micro advection pump, loading a stainless steel cylinder into the core
holder, turning on the monitoring module and the pressure sensor, pressurizing the
apparatus for measuring to a preset value, turning off the micro advection pump, and
checking whether the pressure is decaying by the pressure sensor and the monitoring
6
17393470_1 (GHMatters) P46064AU00 module. In a specific example, the preset value may be 10 MPa.
A step 200: opening the micro advection pump after applying a confining pressure
to the core holder to a preset value, to fill the intermediate container at a preset flow
rate until a preset time.
It may be understood that the confining pressure is applied to the core holder in
order to simulate the underground pressure environment, and the preset value should
be consistent according to the pressure of the stratum where the core to be measured is
located, and which may be 25 MPa in a specific example. The preset time shall not
be less than 6400s.
A step 300: recording, by the monitoring module, a curve showing relationship of
the pressure of the pressure sensor that varies with time, as a calibration curve.
A step 400: loading the core to be measured into the core holder.
It may be understood that prior to the steps 100 and 400, the method further
comprises:
opening a vacuum pump to vacuumize the intermediate container and the second
and third pipes connected to the intermediate container so that the second liquid in the
container enters the intermediate container and the second and third pipes connected to
the intermediate container.
In accordance with the number of cores to be measured, the cores to be measured
may be sequentially loaded into the core hold to measure a plurality of cores to be
measured.
A step 500: opening the micro advection pump after applying a confining pressure
to the core holder to the preset value, tofill the intermediate container at the preset flow
rate until the preset time.
A step 600: recording, by the monitoring module, relationship of the pressure of
the pressure sensor that varies with time, as a measurement curve.
It may be understood that the monitoring module records a curve showing
relationship of the pressure of the pressure sensor that varies with time, at a preset
sampling time interval which may be 5 s in a specific example.
7 17393470_1 (GHMatters) P46064AU00
A step 700: comparing the calibration curve and the measurement curve to obtain
the critical filling pressure.
From the above description, the embodiment of the present disclosure provides a
method for measuring a critical filling pressure, which can solve the problem that an
existing measurement technology has a low sensitivity and a large error, and can quickly
and accurately measure the critical filling pressure of a core, with a measurement result
thereof having a very small error compared with an actual value.
To further illustrate the solution, the present disclosure further provides a specific
application example of the method for measuring a critical filling pressure, with
reference to FIGS. 3, 4 and 5. The specific application example of the method for
measuring the critical filling pressure includes specifically the following:
It may be understood that each of the measurement data in the method for
measuring the critical filling pressure is one data point in FIGS. 3 and 4, but because
there is an enormous quantity of data points in FIG. 3, the data points are specifically
shown as one line in the figure.
SO: opening the micro advection pump 1, loading a stainless steel cylinder into the
core holder 13, turning on the monitoring module 12 and the pressure sensor 11,
pressurizing the apparatus for measuring to 10 MPa, turning off the micro advection
pump 1, and checking whether the pressure is decaying by the pressure sensor 11 and
the monitoring module 12, and after the checking is completed, opening the valve 10
and unloading the pressure of the apparatus for measuring.
Sl: opening the vacuum pump 7, the valve 5 and the valve 8, and closing the valve
10 to vacuumize the intermediate container 4 and the second and third pipes 17 and 18
connected to the intermediate container 4 so that the second liquid 22 in the container
6 enters the intermediate container 4 and the second and third pipes 17 and 18 connected
to the intermediate container 4.
S2: closing the valve 3, the valve 5 and the valve 8, and opening the valve 2 and
the valve 9, and opening the micro advection pump 1 after applying the confining
pressure to the core holder 13 to 25 MPa, to fill the intermediate container 4 at a flow
8
17393470_1(GHMatters) P46064AU00 rate of 0.02ml/min until 6400 s.
S3: recording, by the monitoring module 12 at a sampling time interval of 5 s, a
curve showing relationship of the pressure of the pressure sensor 11 that varies with
time, as a calibration curve, and opening the valve 10 and unloading the pressure of the
apparatus for measuring.
S4: opening the vacuum pump 7, the valve 5 and the valve 8, and closing the valve
10 to vacuumize the intermediate container 4 and the second and third pipes 17 and 18
connected to the intermediate container 4 so that the second liquid 22 in the container
6 enters the intermediate container 4 and the second and third pipes 17 and 18 connected
to the intermediate container 4.
S5: loading the core I to be measured into the core holder 13, and closing the valve
10.
S6: opening the micro advection pump 1 after applying a confining pressure to the
core holder 13 to 25 MPa, to fill the intermediate container at a flow rate 0.02ml/min
until 6400s.
S7: recording, by the monitoring module 12 at a sampling time interval of 5 s,
relationship of the pressure of the pressure sensor 11 that varies with time, as a
measurement curve.
S8: opening the valve 10 and unloading the pressure of the apparatus for
measuring, and loading the core 2 to be measured into the core holder 13.
S9: opening the micro advection pump 1 after applying a confining pressure to the
core holder 13 to 25 MPa, to fill the intermediate container at a flow rate 0.02ml/min
until 6400s.
S10: recording, by the monitoring module 12 at a sampling time interval of 5 s,
relationship of the pressure of the pressure sensor I Ithat varies with time, as a
measurement curve.
S11: comparing the calibration curve and the measurement curve to obtain the
critical filling pressure of the two cores 1 and 2, which are 1.66 MPa (see point A in
FIG. 3) and 0.22 MPa (see point B in FIG. 3 and FIG. 4), respectively.
9 17393470_1 (GHMatters) P46064AU00
From the above description, the present disclosure provides an apparatus and a
method for measuring a critical filling pressure, which can solve the problem that an
existing measurement technology has a low sensitivity and a large error, and can quickly
and accurately measure the critical filling pressure of a core, with a measurement result
thereof having a very small error compared with an actual value.
Specific embodiments of the present specification have been described in the
above. Other embodiments fall within the scope of the appended claims. In some
cases, the actions or steps recited in the claims may be performed in a different order
from that in the embodiments and still achieve the desired results. In addition, the
processes depicted in the drawings do not necessarily require a particular order or a
sequential order shown in order to achieve the desired results.
Although the embodiment of the specifications provides the method operation
steps as described in the embodiment or the flowcharts, more or less operation steps
may be included based on the conventional or non-creative means. The order of the
steps listed in the embodiments is merely one of various execution orders of the steps,
rather than a unique execution order. At an actual apparatus or a terminal product, the
steps may be performed in sequence or in parallel according to the methods illustrated
in the embodiments or drawings (e.g., by a parallel processor or under a multi
threaded processing environment and even a distributed data processing
environment). The term "comprise", "include" or any other variant intends to cover
the non-exclusive inclusions, so that a process, a method, a commodity or a device
comprising a series of elements comprise not only those elements, but also other
elements not explicitly listed, or further comprise inherent elements of such process,
method, commodity or device. In a case where there is no further limitation, it does
not exclude other identical elements existing in the process, method, commodity or
device comprising the elements.
The above description is merely an example of the embodiment of the present
specification, and is not intended to limit the embodiment of the present specification.
Various modifications and variations may be made to the embodiments of the present
10 17393470_1 (GHMatters) P46064AU00 specification by those skilled in the art. Any modifications, equivalents, improvements, etc. made within the spirit and principle of the embodiments of the present specification shall be included within the scope of the claims of the embodiments of the present specification.
11
17393470_1(GHMatters) P46064AU00

Claims (10)

  1. Claims 1. An apparatus for measuring a critical filling pressure, characterized in
    comprising a micro advection pump; an intermediate container; a pressure sensor; a
    monitoring module; and a core holder,
    wherein the core holder is used for holding an impermeable object for calibration
    and a core to be measured,
    wherein the micro advection pump is connected to one end of the intermediate
    container through a first pipe, for injecting first liquid into the intermediate container at
    a preset flow rate,
    wherein the other end of the intermediate container is connected to the core holder
    through a second pipe, for injecting second liquid into the core holder, and the pressure
    sensor is connected onto the second pipe between the intermediate container and the
    core holder,
    wherein the monitoring module is electrically connected to the pressure sensor, for
    monitoring in real time the pressure of the pressure sensor that varies with time when
    an impermeable object and a core to be measured are held in the core holder,
    wherein the intermediate container is disposed in a vertical direction, a low end
    thereof is connected to the micro advection pump and an upper end thereof is in
    communication with the core holder,
    wherein density of the first liquid is greater than that of the second liquid,
    wherein the apparatus for measuring further comprises an annular pressure pump
    which is connected to the core holder through a fifth pipe.
  2. 2. The apparatus for measuring a critical filling pressure according to claim 1,
    further comprising a container connected onto the second pipe between the intermediate
    container and the core holder through a third pipe, for containing the second liquid.
  3. 3. The apparatus for measuring a critical filling pressure according to claim 2,
    further comprising a vacuum pump which is connected to the third pipe through a fourth
    pipe.
  4. 4. The apparatus for measuring a critical filling pressure according to claim 3, 12
    17393470_1 (GHMatters) P46064AU00 wherein the second pipe is configured with a valve, the third pipe is configured with a valve, the fourth pipe is configured with a valve.
  5. 5. The apparatus for measuring a critical filling pressure according to claim 1, characterized in further comprising a pressure gauge which is configured on the fifth pipe.
  6. 6. A method for measuring a critical filling pressure by utilizing the apparatus for measuring a critical filling pressure according to any one of claims I to 5, comprising: loading the impermeable object into the core holder; opening the micro advection pump after applying a confining pressure to the core holder to a preset value, to fill the intermediate container at a preset flow rate until a preset time; recording, by the monitoring module, a curve showing relationship of the pressure of the pressure sensor that varies with time, as a calibration curve; loading the core to be measured into the core holder; opening the micro advection pump after applying a confining pressure to the core holder to the preset value, to fill the intermediate container at the preset flow rate until the preset time; recording, by the monitoring module, relationship of the pressure of the pressure sensor that varies with time, as a measurement curve; comparing the calibration curve and the measurement curve to obtain the critical filling pressure.
  7. 7. The method according to claim 6, wherein prior to loading the impermeable object into the core holder and loading the core to be measured into the core holder, the method further comprises: opening a vacuum pump to vacuumize the intermediate container and the second and third pipes connected to the intermediate container so that the second liquid in the container enters the intermediate container and the second and third pipes connected to
    13
    17393470_1 (GHMatters) P46064AU00 the intermediate container.
  8. 8. The method according to claim 6, wherein, recording, by the monitoring module, a curve showing relationship of the pressure of the pressure sensor that varies with time, comprises: recording, by the monitoring module at a preset sampling time interval, a curve showing relationship of the pressure of the pressure sensor that varies with time.
  9. 9. The apparatus for measuring a critical filling pressure according to any one of claims 1 to 5, wherein, the first liquid is water, and the second liquid is oil liquid.
  10. 10. The apparatus for measuring a critical filling pressure according to claim 9, wherein, the second liquid is kerosene.
    14
    17393470_1 (GHMatters) P46064AU00
AU2020202464A 2019-04-10 2020-04-09 Apparatus and method for measuring critical filling pressure Ceased AU2020202464B2 (en)

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