CN110715887A - Bituminous sand porosity determination device and method - Google Patents
Bituminous sand porosity determination device and method Download PDFInfo
- Publication number
- CN110715887A CN110715887A CN201810763149.3A CN201810763149A CN110715887A CN 110715887 A CN110715887 A CN 110715887A CN 201810763149 A CN201810763149 A CN 201810763149A CN 110715887 A CN110715887 A CN 110715887A
- Authority
- CN
- China
- Prior art keywords
- sample
- mold
- pressurizing
- porosity
- sample preparation
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Granted
Links
- 239000004576 sand Substances 0.000 title claims abstract description 42
- 238000000034 method Methods 0.000 title claims abstract description 27
- 238000002360 preparation method Methods 0.000 claims abstract description 48
- 238000005406 washing Methods 0.000 claims abstract description 40
- 239000011435 rock Substances 0.000 claims abstract description 36
- 239000002245 particle Substances 0.000 claims abstract description 32
- 239000010426 asphalt Substances 0.000 claims abstract description 20
- 239000011275 tar sand Substances 0.000 claims description 18
- 239000002184 metal Substances 0.000 claims description 16
- 239000003960 organic solvent Substances 0.000 claims description 10
- 229910001220 stainless steel Inorganic materials 0.000 claims description 10
- 239000010935 stainless steel Substances 0.000 claims description 10
- 238000005520 cutting process Methods 0.000 claims description 4
- 238000005259 measurement Methods 0.000 claims 2
- 230000015572 biosynthetic process Effects 0.000 abstract description 8
- 239000011148 porous material Substances 0.000 description 3
- 239000011269 tar Substances 0.000 description 3
- 239000004852 Asphaltite Substances 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000003384 imaging method Methods 0.000 description 2
- 238000001746 injection moulding Methods 0.000 description 2
- 238000001225 nuclear magnetic resonance method Methods 0.000 description 2
- 238000005457 optimization Methods 0.000 description 2
- 238000012545 processing Methods 0.000 description 2
- 238000005070 sampling Methods 0.000 description 2
- 238000012360 testing method Methods 0.000 description 2
- 238000005481 NMR spectroscopy Methods 0.000 description 1
- 239000002775 capsule Substances 0.000 description 1
- 238000007596 consolidation process Methods 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000008014 freezing Effects 0.000 description 1
- 238000007710 freezing Methods 0.000 description 1
- 239000008187 granular material Substances 0.000 description 1
- 238000002386 leaching Methods 0.000 description 1
- 239000007788 liquid Substances 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 238000000691 measurement method Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 238000003825 pressing Methods 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
Images
Classifications
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
- G01N15/00—Investigating characteristics of particles; Investigating permeability, pore-volume or surface-area of porous materials
- G01N15/08—Investigating permeability, pore-volume, or surface area of porous materials
- G01N15/088—Investigating volume, surface area, size or distribution of pores; Porosimetry
Landscapes
- Chemical & Material Sciences (AREA)
- Dispersion Chemistry (AREA)
- Physics & Mathematics (AREA)
- Health & Medical Sciences (AREA)
- Life Sciences & Earth Sciences (AREA)
- Analytical Chemistry (AREA)
- Biochemistry (AREA)
- General Health & Medical Sciences (AREA)
- General Physics & Mathematics (AREA)
- Immunology (AREA)
- Pathology (AREA)
- Sampling And Sample Adjustment (AREA)
Abstract
The invention provides a device and a method for measuring the porosity of bituminous sand, wherein the device comprises: the device comprises a sample mold, a sample preparation mold, a pressurizing and fixing box, two plugs, a pressurizing system and an oil washing instrument, wherein the sample mold is accommodated in the sample preparation mold, the sample preparation mold is accommodated and fixed in the pressurizing and fixing box, the plugs are used for plugging two ends of the sample mold filled with asphalt sand sample particles, an opening is formed in one end of the pressurizing and fixing box, a pressurizing end of the pressurizing system extends into the opening and applies mechanical force to one of the plugs, and the oil washing instrument is used for washing oil to the pressurized asphalt sand sample particles. The invention can accurately obtain the total volume after the bituminous sand (rock) is injection-molded under the formation pressure, can wash oil in batches based on the action of the sample mold, ensures no particle loss, and can obtain the accurate framework volume, thereby providing accurate porosity data, and having high precision and high efficiency.
Description
Technical Field
The invention belongs to the field of oil-gas exploration, and particularly relates to a device and a method for measuring the porosity of bituminous sand (also applicable to bituminous rock).
Background
Rock porosity refers to the percentage of the pore volume in the total volume of the rock sample, and if any two of the three parameters of the total volume of the rock, the pore volume and the skeleton volume can be measured, the porosity can be calculated.
For rocks with good cementation degree, the porosity can be conveniently obtained by the following main methods: three methods, namely a measurement method, a liquid method and a gas method, are adopted, but loose samples like bituminous sands (rocks) are difficult to obtain the porosity. Bituminous sands (rocks) refer to sands (rocks) formed by the cementation of asphalt-filled pores, the porosity of which is one of the key parameters used to calculate the bitumen reserves. To obtain the porosity parameter, the asphalt in the rock sample must be washed away by an organic solvent, but after the asphalt is washed away, the rock sample becomes loose sand and does not meet the porosity test condition.
At present, the plunger sample of the bituminous sand (rock) is generally obtained by adopting freezing coring, the total volume is calculated according to the length and the diameter, but the sample with a smooth end face is difficult to cut out due to poor consolidation degree of the bituminous sand, so that the total volume error is large, and the porosity has serious deviation. In addition, loose sand after oil washing is easily lost when being transferred to a sample cup, and further contributes to porosity error.
The porosity determination method for loose materials like bituminous sands (rocks) mainly comprises the following steps: microscopic imaging (e.g., patent 201210364652.4) and nuclear magnetic resonance (e.g., patent 201610243039.5). Microscopic imaging methods are limited by image resolution, with large samples resulting in low resolution and small samples resulting in poor representativeness. Although the nuclear magnetic resonance method can obtain the porosity and the oil saturation in one step, the nuclear magnetic resonance method does not directly measure the porosity and the oil saturation, and needs to be converted by an empirical formula, so that a large error still exists.
Therefore, the following two requirements need to be met for solving the problem of accurate testing of the porosity of the bituminous sand (rock):
(1) accurately acquiring the total volume of the bituminous sand (rock);
(2) the oil washing is convenient, and the rock sample after oil washing can be transferred without damage, and the volume of the particle framework can be conveniently tested.
In view of this, the inventor of the present application provides a device and a method for measuring the porosity of tar sand, so as to solve the problem of accurately measuring the porosity of tar sand (rock) with poor cementation degree, and improve the efficiency and the accuracy by optimizing the sample preparation and oil washing steps.
Disclosure of Invention
The invention aims to provide a device and a method for measuring the porosity of bituminous sand (also suitable for bituminous rock) so as to solve the problem of accurately measuring the porosity of bituminous sand (rock) with poor cementation degree and improve the efficiency and the precision by optimizing sample preparation and oil washing steps.
In order to achieve the above object, the present invention provides an apparatus for measuring the porosity of tar sand, comprising: the device comprises a sample mold, a sample preparation mold, a pressurizing and fixing box, two plugs, a pressurizing system and an oil washing instrument, wherein the sample mold is accommodated in the sample preparation mold, the sample preparation mold is accommodated and fixed in the pressurizing and fixing box, the plugs are used for plugging two ends of the sample mold filled with asphalt sand sample particles, an opening is formed in one end of the pressurizing and fixing box, a pressurizing end of the pressurizing system extends into the opening and applies mechanical force to one of the plugs, and the oil washing instrument is used for washing oil to the pressurized asphalt sand sample particles.
The bituminous sand porosity apparatus comprises a sample mold, wherein the sample mold comprises a cylinder and two end covers which are respectively installed at two ends of the cylinder in a matching manner, and an opening is arranged in the center of each end cover.
The bitumen sand porosity measuring device is characterized in that external threads are arranged at two ends of the cylinder, matched internal threads are arranged on the inner side of each end cover, and the two end covers are in threaded connection with the cylinder respectively.
The asphalt sand porosity measuring device is characterized in that the outer surface of the cylinder is engraved with a number for identification.
The asphalt sand porosity measuring device is characterized in that the sample preparation mold is dumbbell-shaped, a hollow cylindrical inner groove is formed in the sample preparation mold along the extending direction of the sample preparation mold, and the diameter of the cylindrical inner groove is equal to the outer diameter of a cylinder of the sample mold.
The asphalt sand porosity measuring device is characterized in that the pressurizing fixing box is a rectangular box body and is provided with a dumbbell-shaped inner groove which is completely matched with the outside of the sample preparation mould.
The asphalt sand porosity measuring device is characterized in that a metal screen and filter paper are sequentially arranged between the end covers at two ends of the sample mold and the sample when oil washing is carried out.
The asphalt sand porosity measuring device is characterized in that the sample module, the sample preparation module and the pressurizing fixing box are all made of stainless steel.
The invention also provides a determination method implemented by adopting the asphalt sand porosity determination device, which comprises the following steps:
firstly, removing end covers at two ends of a sample mould and placing the end covers in a sample preparation mould, filling the sample mould with crushed asphalt sand sample particles, and respectively placing plugs at two ends of the sample mould;
secondly, applying mechanical force to one plug close to the pressurizing end of the pressurizing system by the pressurizing end of the pressurizing system, wherein the other plug extends out of the sample preparation mould and abuts against the other end, far away from the pressurizing system, of the inside of the pressurizing fixing box;
thirdly, releasing pressure after maintaining constant pressure for a preset time, ejecting a sample die, cutting off redundant samples at two ends of the sample die until the end faces are flat, firstly padding filter paper on the end faces of the samples, then installing a metal screen, screwing an end cover, and then putting the samples into an oil washing instrument for washing oil by using an organic solvent;
fourthly, after the oil washing is finished, all samples are taken outAfter the organic solvent is volatilized, taking out the sample mold with the sample particles inside for skeleton volume determination, and determining the porosityAnd (3) calculating:
wherein the total volume of the sample mold, the metal screen and the filter paper is V0;
The internal volume of the sample mold, i.e. the total volume of the bituminous sand (rock), is V1;
The volume of the particle skeleton is as follows: v2-V0。
In the fourth step, the total volume of the sample mold, the metal screen and the filter paper is measured by using a gas method, and the particle skeleton volume and the total volume of the sample mold, the metal screen and the filter paper are measured by using a gas method.
In conclusion, the beneficial effects of the invention are as follows: the method mainly solves the problem of accurate determination of the porosity of the bituminous sand (rock) with poor cementation degree, and improves the efficiency and the precision through the optimization of sample preparation and oil washing steps. The sample preparation device comprises a sample mold, a sample preparation mold and a pressurizing fixing box, the total volume can be accurately obtained after the bituminous sand (rock) is subjected to injection molding under the formation pressure, oil can be washed in batches based on the effect of the sample mold, no particle loss is guaranteed, the accurate framework volume can be obtained, accurate porosity data can be provided, and the sample preparation device is high in precision and efficiency.
Drawings
The invention will be described in more detail hereinafter on the basis of embodiments and with reference to the accompanying drawings. Wherein:
FIG. 1 is a schematic view of the construction of a tar sand porosity measuring apparatus according to the present invention;
fig. 2 is an exploded schematic view of a sample mold.
In the drawings, like parts are provided with like reference numerals. The drawings are not to scale.
Detailed Description
The invention will be further explained with reference to the drawings.
As shown in fig. 1 and 2, which are a schematic structural diagram of a tar sand porosity measuring apparatus according to the present invention and an exploded schematic diagram of a sample mold, respectively. The invention provides a device for measuring the porosity of bituminous sand (also applicable to asphaltite), which mainly comprises: the sample mold 1, the sample preparation mold 2, the pressurizing and fixing box 3, the two plugs 4, the pressurizing system 5 and the oil washing instrument (not shown in the figure).
Wherein the sample mold 1 comprises: a cylinder 11 and two end covers 12 respectively matched and installed at two ends of the cylinder 11. Specifically, both ends of the cylinder 11 are provided with external threads, the inner side of each end cover 12 is provided with matched internal threads, and the two end covers 12 can be respectively in threaded connection with the cylinder 11. The outer surface of the cylinder 11 may be engraved with a number for identification. In addition, each end cap 12 is provided with an opening 121 at the center thereof, so that when filling and pressurizing the crushed sample particles of tar sands (rocks), a part of the sample particles of tar sands (rocks) outside the sample mold 1 can be squeezed into the sample mold 1, and the sample in the sample mold 1 is compacted. Preferably, the sample module 1 can be made of stainless steel. The plugs 4 are used for plugging two ends of the sample mould 1 filled with the asphalt sand (rock) sample particles, and the plugs 4 can also be made of stainless steel,
the sample preparation mold 2 is used for accommodating the sample mold 1. Specifically, the sample preparation mold 2 is dumbbell-shaped, and has a structure with large outer diameters at two ends and a small outer diameter in the middle. The sampling mold 2 has a hollow cylindrical inner groove 21 along its extending direction, and the diameter of the cylindrical inner groove 21 is equal to the outer diameter of the cylinder 11 of the sample mold 1 so that the sample mold 1 can be placed in the sampling mold 2. Preferably, the sample preparation module 2 can also be made of stainless steel.
The pressure fixing box 3 is used for accommodating the sample preparation mold 2 and can fix the sample preparation mold therein. Specifically, the pressurizing fixing box 3 is a rectangular box body, and it has a dumbbell-shaped inner groove 31 completely matching with the outside of the sample-making mold 2, so that when the sample-making mold 2 is loaded into the pressurizing fixing box 3, the sample-making mold 2 can be clamped, preventing the sample-making mold 2 from moving. Preferably, the pressing and fixing box 3 can also be made of stainless steel.
An opening is provided at one of the ends of the pressure fixation capsule 3 for allowing a pressure end of a pressure system 5 (not shown in detail) to extend from the opening and apply a mechanical force to one of the plugs 4.
The working principle of the invention is as follows: the end covers 12 at two ends of the sample mould 1 are detached and placed in the sample preparation mould 2, the sample mould 1 is filled with crushed bituminous sand (rock) sample particles, and the two ends of the sample mould 1 are respectively provided with a plug 4. It should be noted that some of the escaping sample particles 6 may remain between the sample mold 1 and the stopper 4. The pressurizing end of the pressurizing system 5 applies mechanical force to one plug 4 facing the pressurizing system, and the other plug 4 extends out of the sample preparation mold 2 and abuts against the other end, far away from the pressurizing system 5, in the pressurizing fixing box 3. The applied mechanical force is set according to the depth of the formation, the depth of the formation is proportional to the applied mechanical force (for example, when the tar sand (rock) sample is taken 1000 meters under the formation, a pressure of about 15MPa is applied to the tar sand (rock) sample), the pressure is released after maintaining a constant pressure for a predetermined time (for example, 20 minutes to 60 minutes), the sample mold 1 is ejected, the excess sample at both ends of the sample mold 2 is cut off until the end face is flat, filter paper is first laid on the end face of the sample, then a metal screen (preferably a stainless steel screen) is installed, the end cap 12 is screwed on, and then the sample mold is put into an oil washing instrument (not shown in the figure) to be washed with an organic.
After making a plurality of samples, with the help of the serial number sign on sample mould drum surface, can carry out sample oil washing in batches, after waiting to wash oil, take out whole samples, treat that organic solvent volatilizees the back, take out the sample mould that inside was equipped with the sample granule and carry out skeleton volume survey, specifically do:
the total volume of the sample mold, the metal screen and the filter paper is measured to be V by adopting a gas method0The internal volume of the sample mold 1, i.e. the total volume V of the tar sand (rock)1After washing the oil, the particle skeleton volume and V were determined by gas method0Volume V including volume2The volume of the particle skeleton is as follows: v2-V0Then porosity is increased
The invention also provides a method for measuring the porosity of the bituminous sand (also applicable to the asphaltite), which mainly comprises the following steps:
firstly, detaching end covers 12 at two ends of a sample mould and placing the end covers in a sample preparation mould 1, filling the sample mould with crushed bituminous sand (rock) sample particles and respectively placing a plug at two ends of the sample mould 1;
secondly, applying mechanical force to one plug 4 close to the pressurizing end of the pressurizing system 5 by the pressurizing end of the pressurizing system 5, wherein the other plug 4 extends out of the sample preparation mould 2 and is propped against the other end, far away from the pressurizing system 5, in the pressurizing fixing box 3;
the applied mechanical force is set according to the depth of the formation, which is proportional to the applied mechanical force (e.g., about 15MPa of pressure is applied to the tar sands sample when it is taken 1000 meters below the formation);
thirdly, releasing pressure after maintaining constant pressure for a period of time, ejecting the sample mold 1, cutting off redundant samples at two ends of the sample mold 2 until the end faces are flat, firstly padding filter paper on the end faces of the samples, then installing a metal screen, screwing an end cover 12, and then putting the samples into an oil washing instrument (not shown in the figure) for washing oil by using an organic solvent;
after a plurality of samples are manufactured, the serial number marks on the surface of the sample mould cylinder can be used for washing oil for the samples in batches;
fourthly, after the oil washing is finished, all samples are taken out, and after the organic solvent is volatilized, the sample mold with the sample particles inside is taken out to measure the volume of the framework, which specifically comprises the following steps:
the total volume of the sample mold, the metal screen and the filter paper is measured to be V by adopting a gas method0Internal volume of sample mold 1, i.e. total volume of tar sand (rock)V1After washing the oil, the particle skeleton volume and V were determined by gas method0Volume V including volume2The volume of the particle skeleton is as follows: v2-V0Then porosity is increased
Examples:
The sample mould is stainless steel's drum, and external diameter phi 25mm, internal diameter phi 20mm, height 25mm, both ends are M3 external screw thread, and the drum surface is carved with the number that is used for the sign, and the drum is furnished with circular lid, and external diameter phi 25mm, height are 5mm, and processing M3 internal thread has diameter phi 18mm round hole in the middle of the lid processing for organic solvent circulation leaching when washing oil.
The sample preparation mould is made of stainless steel and is a long strip-shaped cylinder, the length of the sample preparation mould is 100mm, the two ends of the outer diameter are thick (phi 80mm), the middle part is thin (phi 50mm), and the inner diameter is consistent (phi 25 mm).
The length of the pressurizing fixing box is 300mm, the inner width of the pressurizing fixing box is consistent with the outer diameters of two ends of the sample preparation mold, two separating blocks are arranged in the middle of the pressurizing fixing box, the height of the pressurizing fixing box is about 15mm, and the pressurizing fixing box is used for clamping the sample preparation mold.
Molding and oil washing:
removing covers at two ends of a sample mould, filling the sample mould into a sample preparation mould, filling crushed sample particles of the bituminous sand (rock) into the sample preparation mould until the sample is full, plugging a stainless steel plunger plug, putting the sample into a pressurizing fixing box, setting applied mechanical force according to the depth of a stratum, maintaining constant pressure for a period of time, releasing pressure, ejecting the sample mould, cutting redundant samples at two ends of the sample until the end surfaces are flat, padding filter paper and a metal screen, screwing the covers, and putting the sample mould into an oil washing instrument for oil washing. After a plurality of samples are manufactured, the serial number marks on the surface of the cylinder of the sample mold are used for washing oil for the samples in batches, after the oil washing is finished, the samples are taken out and are completely dissolved out by the organic solvent, and the sample mold with the sample particles in the samples is taken out for measuring the volume of the framework.
And (3) porosity determination:
measuring the solid volume V of the sample mold, the metal screen and the filter paper by adopting a gas method0Internal volume of mould, sample mould, i.e. total volume V of bituminous sand (rock)1After oil washing, the volume V2 including the volume of the particle skeleton and the volume V0 is measured by a gas method, wherein the volume of the particle skeleton is as follows: v2-V0Then porosity is increased
In conclusion, the beneficial effects of the invention are as follows: the method mainly solves the problem of accurate determination of the porosity of the bituminous sand (rock) with poor cementation degree, and improves the efficiency and the precision through the optimization of sample preparation and oil washing steps. The sample preparation device comprises a sample mold, a sample preparation mold and a pressurizing fixing box, the total volume can be accurately obtained after the bituminous sand (rock) is subjected to injection molding under the formation pressure, oil can be washed in batches based on the effect of the sample mold, no particle loss is guaranteed, the accurate framework volume can be obtained, accurate porosity data can be provided, and the sample preparation device is high in precision and efficiency.
While the invention has been described with reference to a preferred embodiment, various modifications may be made and equivalents may be substituted for elements thereof without departing from the scope of the invention. In particular, the technical features mentioned in the embodiments can be combined in any way as long as there is no structural conflict. It is intended that the invention not be limited to the particular embodiments disclosed, but that the invention will include all embodiments falling within the scope of the appended claims.
Claims (10)
1. A tar sand porosity measurement device, comprising: the device comprises a sample mold, a sample preparation mold, a pressurizing and fixing box, two plugs, a pressurizing system and an oil washing instrument, wherein the sample mold is accommodated in the sample preparation mold, the sample preparation mold is accommodated and fixed in the pressurizing and fixing box, the plugs are used for plugging two ends of the sample mold filled with asphalt sand sample particles, an opening is formed in one end of the pressurizing and fixing box, a pressurizing end of the pressurizing system extends into the opening and applies mechanical force to one of the plugs, and the oil washing instrument is used for washing oil to the pressurized asphalt sand sample particles.
2. The apparatus for measuring porosity of tar sand as claimed in claim 1, wherein the sample mold comprises a cylinder and two end caps respectively fitted to both ends of the cylinder, each end cap having an opening at its center.
3. The tar sand porosity measuring device as claimed in claim 2, wherein both ends of the cylinder are provided with external threads, the inner side of each end cap is provided with a matching internal thread, and the two end caps are respectively in threaded connection with the cylinder.
4. The tar sand porosity determination apparatus of claim 2, wherein the outer surface of the cylinder is engraved with a number for identification.
5. The tar sand porosity measuring apparatus according to claim 2, wherein the sample preparation mold has a dumbbell shape, and the sample preparation mold has a hollow cylindrical inner groove along an extending direction thereof, and a diameter of the cylindrical inner groove is equal to an outer diameter of a cylinder of the sample mold.
6. The tar sand porosity measurement device according to claim 1, wherein the pressurizing and fixing case is a rectangular case and has a dumbbell-shaped inner groove that completely matches the outside of the sample preparation mold.
7. The tar sand porosity measuring device according to claim 2, wherein a metal screen and a filter paper are sequentially disposed between the sample and the end caps at both ends of the sample mold during oil washing.
8. The tar sand porosity determination apparatus of claim 2, wherein the sample module, the sample preparation module, and the pressurizing and fixing box are made of stainless steel.
9. A measuring method implemented by using the tar sand porosity measuring apparatus according to any one of claims 1 to 8, comprising the steps of:
firstly, removing end covers at two ends of a sample mould and placing the end covers in a sample preparation mould, filling the sample mould with crushed asphalt sand sample particles, and respectively placing plugs at two ends of the sample mould;
secondly, applying mechanical force to one plug close to the pressurizing end of the pressurizing system by the pressurizing end of the pressurizing system, wherein the other plug extends out of the sample preparation mould and abuts against the other end, far away from the pressurizing system, of the inside of the pressurizing fixing box;
thirdly, releasing pressure after maintaining constant pressure for a preset time, ejecting a sample die, cutting off redundant samples at two ends of the sample die until the end faces are flat, firstly padding filter paper on the end faces of the samples, then installing a metal screen, screwing an end cover, and then putting the samples into an oil washing instrument for washing oil by using an organic solvent;
fourthly, after the oil washing is finished, all samples are taken out, after the organic solvent is volatilized, the sample mold with the sample particles inside is taken out for the determination of the skeleton volume, and the porosity is measuredAnd (3) calculating:
wherein the total volume of the sample mold, the metal screen and the filter paper is V0;
The internal volume of the sample mold, i.e. the total volume of the bituminous sand (rock), is V1;
The volume of the particle skeleton is as follows: v2-V0。
10. The measuring method according to claim 9, wherein in the fourth step, the total volume of the sample mold, the metal mesh, and the filter paper is measured by a gas method, and the total volume of the sample mold, the metal mesh, and the filter paper is measured by a gas method.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201810763149.3A CN110715887B (en) | 2018-07-12 | 2018-07-12 | Method for measuring porosity of bituminous sand |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201810763149.3A CN110715887B (en) | 2018-07-12 | 2018-07-12 | Method for measuring porosity of bituminous sand |
Publications (2)
Publication Number | Publication Date |
---|---|
CN110715887A true CN110715887A (en) | 2020-01-21 |
CN110715887B CN110715887B (en) | 2022-07-15 |
Family
ID=69209114
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201810763149.3A Active CN110715887B (en) | 2018-07-12 | 2018-07-12 | Method for measuring porosity of bituminous sand |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN110715887B (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN114112861A (en) * | 2021-12-21 | 2022-03-01 | 广东石油化工学院 | Method and device for measuring porosity of ionic rare earth ore |
Citations (31)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US5101901A (en) * | 1990-12-03 | 1992-04-07 | Mobil Oil Corporation | Sand control agent and process |
CN1452651A (en) * | 2000-07-05 | 2003-10-29 | 法国石油公司 | Method and fluid for controlling saturation of formation around well |
AU2003236812A1 (en) * | 2002-06-26 | 2004-01-19 | Den Kongelige Veterinaer-Og Landbohojskole | Dual porosity filter |
CN101424600A (en) * | 2007-11-01 | 2009-05-06 | 中国石油天然气股份有限公司 | Method for preparing high smectite sandstone casting slice |
CN101430270A (en) * | 2007-11-08 | 2009-05-13 | 中国石油天然气股份有限公司 | Method for analyzing porosity and permeability of high smectite sandstone |
CN101942995A (en) * | 2010-09-16 | 2011-01-12 | 中国石油天然气股份有限公司 | Method for evaluating washing degree of ultralow permeability water-drive reservoir sandstone oil layer |
CN201837578U (en) * | 2010-10-23 | 2011-05-18 | 大庆油田有限责任公司 | Automatic pressurizing and constant pressure saturation device for rock porosity testing |
CN102901695A (en) * | 2011-07-26 | 2013-01-30 | 中国石油化工股份有限公司 | Rock sample porosity determination method |
CN103033453A (en) * | 2012-09-26 | 2013-04-10 | 天津市市政工程研究院 | Method for measuring voidage of asphalt concrete pavement core |
CN103454380A (en) * | 2013-08-15 | 2013-12-18 | 中国石油天然气股份有限公司 | Artificial rock core for evaluating damage of unconsolidated strata and manufacturing method thereof |
CN104787366A (en) * | 2015-02-16 | 2015-07-22 | 中国海洋石油总公司 | Loose sandstone sample packaging method for electrical property determination |
CN204495629U (en) * | 2015-02-28 | 2015-07-22 | 中国水利水电第十三工程局有限公司 | Prepare the mould of unconfined compression strength test sample |
CN104964866A (en) * | 2015-06-16 | 2015-10-07 | 中国石油化工股份有限公司 | Oil washing method for loose sandstone cores |
CN105092351A (en) * | 2015-06-09 | 2015-11-25 | 中国石油天然气股份有限公司 | Core oil washing device and method |
CN105300758A (en) * | 2015-09-24 | 2016-02-03 | 哈尔滨工业大学 | Asphalt mortar molding and measuring devices and testing method of dynamic shear parameters of asphalt mortar |
CN105445162A (en) * | 2015-11-17 | 2016-03-30 | 沈阳建筑大学 | Method for extracting indoor emulsified asphalt sand sealing layer test piece and measuring porosity |
CN105628574A (en) * | 2014-10-29 | 2016-06-01 | 中国石油天然气股份有限公司 | Method for measuring porosity of rock sample |
CN106525525A (en) * | 2016-10-21 | 2017-03-22 | 中联煤层气国家工程研究中心有限责任公司 | Method for preparing artificial coal core standard sample |
CN107144452A (en) * | 2017-05-17 | 2017-09-08 | 中国石油大学(华东) | A kind of preparation method of the loose oil-containing artificial sand rock rock core of Guantao group shallow-layer |
CN107167407A (en) * | 2016-03-07 | 2017-09-15 | 中国石油化工股份有限公司 | A kind of rock porosity determines device |
CN107389408A (en) * | 2017-08-17 | 2017-11-24 | 中国建筑东北设计研究院有限公司 | A kind of triaxial test sample preparation device and method for making sample |
CN206945399U (en) * | 2017-07-18 | 2018-01-30 | 河海大学 | A kind of MICP reinforces the dismountable cylindricality soil body extractor of silt experiment |
CN207111055U (en) * | 2017-08-24 | 2018-03-16 | 长江大学 | A kind of restraining liner |
CN107814382A (en) * | 2017-09-28 | 2018-03-20 | 广东东岛新能源股份有限公司 | A kind of natural graphite negative electrode material of modification of long-life and its production and use |
CN107894386A (en) * | 2017-11-14 | 2018-04-10 | 西安石油大学 | The quantitative evaluation method that supercritical carbon dioxide injection influences on low permeability sandstone reservoir pore throat character |
CN107907465A (en) * | 2017-11-20 | 2018-04-13 | 华北科技学院 | For detecting the experimental provision and method of drilling surrounding medium fractured zones situation |
CN207423959U (en) * | 2017-09-05 | 2018-05-29 | 中国石油化工股份有限公司 | Suitable for CO2The core holding unit of drive |
CN108152103A (en) * | 2017-12-23 | 2018-06-12 | 郑州大学 | A kind of preparation facilities and its application method of saturation remodeling cohesive soil cutting ring sample |
CN207540850U (en) * | 2017-11-03 | 2018-06-26 | 中国石油化工股份有限公司 | Fill out sand tube parallel connection automatic making device |
CN207556950U (en) * | 2017-12-26 | 2018-06-29 | 成都理工大学 | A kind of high-efficiency core oil cleaning device |
CN108264919A (en) * | 2017-12-25 | 2018-07-10 | 北京三聚环保新材料股份有限公司 | A kind of technique for producing fuel oil and industrial chemicals using biomass |
-
2018
- 2018-07-12 CN CN201810763149.3A patent/CN110715887B/en active Active
Patent Citations (31)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US5101901A (en) * | 1990-12-03 | 1992-04-07 | Mobil Oil Corporation | Sand control agent and process |
CN1452651A (en) * | 2000-07-05 | 2003-10-29 | 法国石油公司 | Method and fluid for controlling saturation of formation around well |
AU2003236812A1 (en) * | 2002-06-26 | 2004-01-19 | Den Kongelige Veterinaer-Og Landbohojskole | Dual porosity filter |
CN101424600A (en) * | 2007-11-01 | 2009-05-06 | 中国石油天然气股份有限公司 | Method for preparing high smectite sandstone casting slice |
CN101430270A (en) * | 2007-11-08 | 2009-05-13 | 中国石油天然气股份有限公司 | Method for analyzing porosity and permeability of high smectite sandstone |
CN101942995A (en) * | 2010-09-16 | 2011-01-12 | 中国石油天然气股份有限公司 | Method for evaluating washing degree of ultralow permeability water-drive reservoir sandstone oil layer |
CN201837578U (en) * | 2010-10-23 | 2011-05-18 | 大庆油田有限责任公司 | Automatic pressurizing and constant pressure saturation device for rock porosity testing |
CN102901695A (en) * | 2011-07-26 | 2013-01-30 | 中国石油化工股份有限公司 | Rock sample porosity determination method |
CN103033453A (en) * | 2012-09-26 | 2013-04-10 | 天津市市政工程研究院 | Method for measuring voidage of asphalt concrete pavement core |
CN103454380A (en) * | 2013-08-15 | 2013-12-18 | 中国石油天然气股份有限公司 | Artificial rock core for evaluating damage of unconsolidated strata and manufacturing method thereof |
CN105628574A (en) * | 2014-10-29 | 2016-06-01 | 中国石油天然气股份有限公司 | Method for measuring porosity of rock sample |
CN104787366A (en) * | 2015-02-16 | 2015-07-22 | 中国海洋石油总公司 | Loose sandstone sample packaging method for electrical property determination |
CN204495629U (en) * | 2015-02-28 | 2015-07-22 | 中国水利水电第十三工程局有限公司 | Prepare the mould of unconfined compression strength test sample |
CN105092351A (en) * | 2015-06-09 | 2015-11-25 | 中国石油天然气股份有限公司 | Core oil washing device and method |
CN104964866A (en) * | 2015-06-16 | 2015-10-07 | 中国石油化工股份有限公司 | Oil washing method for loose sandstone cores |
CN105300758A (en) * | 2015-09-24 | 2016-02-03 | 哈尔滨工业大学 | Asphalt mortar molding and measuring devices and testing method of dynamic shear parameters of asphalt mortar |
CN105445162A (en) * | 2015-11-17 | 2016-03-30 | 沈阳建筑大学 | Method for extracting indoor emulsified asphalt sand sealing layer test piece and measuring porosity |
CN107167407A (en) * | 2016-03-07 | 2017-09-15 | 中国石油化工股份有限公司 | A kind of rock porosity determines device |
CN106525525A (en) * | 2016-10-21 | 2017-03-22 | 中联煤层气国家工程研究中心有限责任公司 | Method for preparing artificial coal core standard sample |
CN107144452A (en) * | 2017-05-17 | 2017-09-08 | 中国石油大学(华东) | A kind of preparation method of the loose oil-containing artificial sand rock rock core of Guantao group shallow-layer |
CN206945399U (en) * | 2017-07-18 | 2018-01-30 | 河海大学 | A kind of MICP reinforces the dismountable cylindricality soil body extractor of silt experiment |
CN107389408A (en) * | 2017-08-17 | 2017-11-24 | 中国建筑东北设计研究院有限公司 | A kind of triaxial test sample preparation device and method for making sample |
CN207111055U (en) * | 2017-08-24 | 2018-03-16 | 长江大学 | A kind of restraining liner |
CN207423959U (en) * | 2017-09-05 | 2018-05-29 | 中国石油化工股份有限公司 | Suitable for CO2The core holding unit of drive |
CN107814382A (en) * | 2017-09-28 | 2018-03-20 | 广东东岛新能源股份有限公司 | A kind of natural graphite negative electrode material of modification of long-life and its production and use |
CN207540850U (en) * | 2017-11-03 | 2018-06-26 | 中国石油化工股份有限公司 | Fill out sand tube parallel connection automatic making device |
CN107894386A (en) * | 2017-11-14 | 2018-04-10 | 西安石油大学 | The quantitative evaluation method that supercritical carbon dioxide injection influences on low permeability sandstone reservoir pore throat character |
CN107907465A (en) * | 2017-11-20 | 2018-04-13 | 华北科技学院 | For detecting the experimental provision and method of drilling surrounding medium fractured zones situation |
CN108152103A (en) * | 2017-12-23 | 2018-06-12 | 郑州大学 | A kind of preparation facilities and its application method of saturation remodeling cohesive soil cutting ring sample |
CN108264919A (en) * | 2017-12-25 | 2018-07-10 | 北京三聚环保新材料股份有限公司 | A kind of technique for producing fuel oil and industrial chemicals using biomass |
CN207556950U (en) * | 2017-12-26 | 2018-06-29 | 成都理工大学 | A kind of high-efficiency core oil cleaning device |
Non-Patent Citations (3)
Title |
---|
HAO YM 等: "Study on the influence of sand production on seepage capacity in natural gas hydrate reservoirs", 《GEOFLUIDS》 * |
王富华 等: "疏松砂岩油藏油层保护评价新方法研究", 《石油勘探与开发》 * |
程仙梅 等: "疏松岩心制样及其物性参数的测试技术", 《大庆石油地质与开发》 * |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN114112861A (en) * | 2021-12-21 | 2022-03-01 | 广东石油化工学院 | Method and device for measuring porosity of ionic rare earth ore |
Also Published As
Publication number | Publication date |
---|---|
CN110715887B (en) | 2022-07-15 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN108414560B (en) | Method for evaluating compact oil filling process by using nuclear magnetic-displacement combined device | |
CN107727679B (en) | A kind of characterization Deep Carbonate Rocks petrophysics characterization method | |
CN106018740B (en) | Hole pressure touching methods demarcate can system | |
US20240027379A1 (en) | Method for quantitative evaluation on sensitivity of shale oil and gas reservoir to injected fluids | |
US9606027B2 (en) | Method of collecting, preparing and analysing undisturbed soil samples for purposes of defining soil hydraulic conductivity and equipment for collecting, preparing and analysing undisturbed soil samples for purposes of defining soil hydraulic conductivity | |
CN103018148B (en) | Method for measuring porosity of coal core | |
CN112378943B (en) | Shale oil saturation evaluation model, evaluation method and application | |
CN108593883A (en) | Strain type lateral expansion force testing device and measuring method | |
CN106323833B (en) | Method and device for measuring core porosity | |
CN104777181A (en) | Nuclear magnetic resonance T of dense oil2Cutoff value and fluid saturation determination method and device | |
CN114412429B (en) | Method for testing relationship between crack size and nuclear magnetic T2 of Brazilian splitting method | |
CN110715887B (en) | Method for measuring porosity of bituminous sand | |
CN106198346A (en) | A kind of can measure mechanics parameter and the core holding unit of permeability and measuring method | |
CN209979337U (en) | Forming die for preparing triaxial compression test sample | |
CN209821099U (en) | Multifunctional compact gas reservoir dynamic parameter joint measurement device based on nuclear magnetic resonance | |
CN107345883B (en) | Silica solution reinforces the intensive analysis device and method of a wide range of sand | |
CN209167305U (en) | A kind of full-automatic constant head Seep- Solidifying cross matching device | |
CN103033460B (en) | The determinator of soil body horizontal osmotic coefficient and method thereof | |
CN105181547A (en) | Method and device for analyzing relative storage capacity of reservoir double-hole system | |
CN111721684A (en) | Conglomerate oil saturation measuring device and method | |
CN211206166U (en) | Rainfall infiltration soil column test device for preventing rapid lateral wall seepage | |
CN208396706U (en) | The long monitoring system of rock core seam | |
CN114544460A (en) | Non-aqueous reaction high polymer grouting material impermeability test device and use method thereof | |
RU2627988C1 (en) | Method for determining total porosity of cavernous rock samples by nuclear magnetic resonance method | |
CN207351847U (en) | A kind of experimental rig for being used to examine stickiness soil sample uniformity |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
PB01 | Publication | ||
PB01 | Publication | ||
SE01 | Entry into force of request for substantive examination | ||
SE01 | Entry into force of request for substantive examination | ||
GR01 | Patent grant | ||
GR01 | Patent grant |