CN108548835A - A method of evaluation foam dynamic stability during core flooding test - Google Patents
A method of evaluation foam dynamic stability during core flooding test Download PDFInfo
- Publication number
- CN108548835A CN108548835A CN201810131673.9A CN201810131673A CN108548835A CN 108548835 A CN108548835 A CN 108548835A CN 201810131673 A CN201810131673 A CN 201810131673A CN 108548835 A CN108548835 A CN 108548835A
- Authority
- CN
- China
- Prior art keywords
- foam
- core
- gas
- flooding
- formula
- 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
Classifications
-
- G—PHYSICS
- G01—MEASURING; TESTING
- G01N—INVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
- G01N24/00—Investigating or analyzing materials by the use of nuclear magnetic resonance, electron paramagnetic resonance or other spin effects
- G01N24/08—Investigating or analyzing materials by the use of nuclear magnetic resonance, electron paramagnetic resonance or other spin effects by using nuclear magnetic resonance
- G01N24/081—Making measurements of geologic samples, e.g. measurements of moisture, pH, porosity, permeability, tortuosity or viscosity
Landscapes
- Physics & Mathematics (AREA)
- Life Sciences & Earth Sciences (AREA)
- High Energy & Nuclear Physics (AREA)
- Health & Medical Sciences (AREA)
- Analytical Chemistry (AREA)
- Geology (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Environmental & Geological Engineering (AREA)
- Engineering & Computer Science (AREA)
- Chemical & Material Sciences (AREA)
- Geochemistry & Mineralogy (AREA)
- Biochemistry (AREA)
- General Health & Medical Sciences (AREA)
- General Physics & Mathematics (AREA)
- Immunology (AREA)
- Pathology (AREA)
- Geophysics And Detection Of Objects (AREA)
Abstract
The present invention relates to a kind of methods of evaluation foam dynamic stability during core flooding test, belong to foam flooding and improve recovery efficiency technique field.Foam flooding can significantly improve oil recovery factor, and the stability of foam is that can influence foam flooding technology widely applied key factor.The method of evaluation foam stability is mainly Static Assessment Method at present.Foam is a kind of continuous dynamic process for defoaming and constantly regenerating in practical oil displacement process, can not really reflect stability of the foam in oil displacement process using Static Assessment Method.The present invention is based on nuclear magnetic resonance techniques and the principle of mass conservation, establish the gas-liquid mass ratio relational expression of core entry end and outlet end, define the foam dynamic instability factor, the factor can evaluate dynamic stability of the foam in rock core when the displacement of reservoir oil, solve the problems, such as that dynamic stability can not be evaluated foam when the displacement of reservoir oil in rock core for a long time.
Description
Technical field
The present invention relates to a kind of methods of evaluation foam dynamic stability during core flooding test, belong to foam flooding raising
Recovery efficiency technique field.
Background technology
Foam flooding can significantly improve oil recovery factor, and the stability of foam is that can influence foam flooding technology extensive use
Key factor.Mainly have to the evaluation method of foam stability at present:
(1) Ross-Miles methods are improved:Improve the national standard method (GB/ that Ross-Miles methods are foaming properties detection
T7462-94), this method is to configure certain density sample solution at a certain temperature, by 200mL sample solutions from height
900mm, internal diameter 2.9mm pore in flow down, pour in the 50mL sample solutions with mutually synthermal with concentration, write down and flowed
Foaming power evaluation index of the foam height as detected sample when 200mL solution, 5min foam heights are steady as foam after blistering
Qualitative evaluation index.
(2) succusion:This method is that foaming agent solution is packed into graduated cylinder, acutely vibrates 10s, remembers immediately after stopping oscillation
Record generates the volume of foam as frothing capacity index, from stopping oscillation foam attenuation to the time that original half is highly desired
Index as evaluation foam stability.
(3) paddling process (Waring-Blender methods):Foaming agent solution 100mL to be measured is added into graduated cylinder, with constant speed
Stop stirring after degree stirring 60s, the foam volume of generation is used to weigh the foamability of solution, foam attenuation to original volume one
Half or the stability that the time needed for 50mL liquid is used to evaluate foam is precipitated.
Above method is mainly that the static method of foam stability is evaluated in the container of standing.Actual foam flooding
Journey is happened at subsurface reservoir, and for reservoir as a kind of porous media, it is a kind of constantly defoaming and constantly regenerating that foam is migrated wherein
At dynamic process.It cannot really reflect stability of the foam in reservoir using the Static Assessment Method for being detached from porous media.
Invention content
In view of the defects existing in the prior art, the present invention is based on nuclear magnetic resonance techniques and the principle of mass conservation, provide one kind
Dynamic stability evaluation method of the foam in rock core in oil displacement process is evaluated, it is steady to solve foam dynamic in rock core for a long time
Qualitative the problem of can not evaluating.
To achieve the above object, the present invention adopts the following technical scheme that:
A method of evaluation foam dynamic stability in oil displacement process is as follows:
1) core flooding test nuclear magnetic resonance experiment:
Rock core is first cleaned into drying before experiment, vacuumizes saturated water, then saturated oils and aging 48h, then carry out nuclear-magnetism
Displacement test injects foam, ring pressure tracking 3MPa in a manner of constant current in experiment;Nuclear-magnetism T is carried out in displacement process2Spectrum test
And weigh the quality of rock core before and after foam flooding;
2) gas-liquid volume ratio is converted with gas-liquid mass ratio:
The collected gas liquid ratio of laboratory experiment is generally gas-liquid volume ratio, needs to convert gas-liquid volume ratio to mass ratio:
Core entry end gas-liquid mass ratio nm,in:
Core entry end gas-liquid volume ratio nV,in:
In formula, mg,in、mw,inThe respectively quality of core entry end gas phase and water phase, g;Vg,in、Vw,inRespectively rock core enters
The volume of mouth end gas phase and water phase, mL;
Gaseous state equilibrium equation substitution density formula is obtained:
In formula, ρg,inFor core entry end density of gas phase, g/ml;pinFor core entry end pressure, MPa;M is mole matter
Amount, g/mol;R is gas constant, takes 8.314Jmol-1·K-1;TinFor core entry end temperature, K;
(2)~(3) formula substitution (1) formula is obtained:
3) calculate foam flooding during grease mass change amount
By to T2Spectrum water peak and oily peak are integrated, and the peak area corresponding to each peak, peak area and rock core are obtained
The quality of interior corresponding fluid is in one-to-one relationship, obtains the mass change amount Δ m of oil during foam flooding accordinglyo
With the mass change amount Δ m of waterw:
In formula, Aoi、AwiThe face that oily peak and water peak curve are surrounded with abscissa respectively under saturated oils and saturated-water phase
Product, dimensionless;moi、mwiRock core oil-containing and aqueous quality, g respectively under saturated oils and saturated-water phase;mo,out、mw,outFor
The quality of rock core outlet end oil phase and water phase, g;ΔAo、ΔAwRespectively peak area variable quantity, dimensionless;
4) foam dynamic stability is evaluated
According to the principle of mass conservation, fluid mass variable quantity, which is equal to, within a certain period of time, in cell cube flows into rock core and stream
The fluid mass for going out rock core is poor, establishes the mass-conservation equation of foam flooding:
mw,in+mg,in-(mw,out+mg,out+mo,out)=Δ m (7)
In formula, mw,in、mg,inFor the quality of core entry end water phase and gas phase, g;mg,outFor the matter of rock core outlet end gas phase
Amount,
g;Δ m is fluid mass variable quantity in cell cube, g, and the quality by weighing rock core before and after foam flooding obtains;
(4)~(6) formula substitution (7) formula is obtained:
Rock core internal foam gas liquid ratio is:
It enables:
Then:nm=nm,in+s (11)
Define Fs=| s | it is the dynamic instability factor, FsSmaller, the dynamic stability of foam is better;Work as FsWhen≤1, foam
Stablize;Work as FsWhen≤2, foam weak steady;FsWhen > 2, foam is unstable.
The core diameter is 25mm, and core porosity 10%~35%, permeability is 100mD~5000mD.
Foam slug length at least 1.0PV during foam flooding.
Compared with prior art, the present invention having the following advantages:
The method of the present invention more meets produce reality, and foam can not be evaluated for a long time by overcoming moves during rock core displacement
The problem of state stability improves recovery efficiency technique preferred foams system for foam flooding and provides important method.
Description of the drawings
Fig. 1 is 1# rock core foam flooding nuclear magnetic resonance T2Spectrum.
Fig. 2 is 2# rock core foam flooding nuclear magnetic resonance T2Spectrum.
Specific implementation mode
After now the specific embodiment of present invention combination attached drawing is described in.
Foam system is evaluated first with Static Assessment Method (paddling process), the results are shown in Table 1.Two kinds of foam systems
Foaming volume is not much different both known to static experiment, but stability has bigger difference.The half-life period of foam system 2 compares foams
It is 1 high by 70%.
1 foam system performance static evaluation result of table
Sample | Foaming volume/mL | Half-life period/min |
Foam system 1 | 230 | 340 |
Foam system 2 | 210 | 590 |
A kind of method of evaluation foam dynamic stability in oil displacement process of the present embodiment, is as follows:
A. core flooding test nuclear magnetic resonance experiment
The experiment parameter of core flooding test nuclear magnetic resonance experiment is as shown in table 2.
2 displacement test parameter of table
Diameter, length, permeability and the porosity of rock core are substantially the same.Rock core is first cleaned into drying before experiment, is taken out true
Sky pressurization saturated water, then saturated oils and aging 48h, are then carried out nuclear-magnetism displacement test, are noted in a manner of constant current in experiment
Enter foam, ring pressure tracking 3MPa.Nuclear-magnetism T is carried out in displacement process2Spectrum tests and weighs the quality of rock core before and after foam flooding, T2Spectrum
Test result is as depicted in figs. 1 and 2, and the quality of rock core is as shown in table 3 before and after foam flooding.
3 foam dynamic instability factor calculating parameter of table
B. gas-liquid volume ratio is converted with mass ratio
The present embodiment is nitrogen, molal weight 28g/mol using gas;Isothermal seepage flow, temperature are 298.15K (25
DEG C), inlet pressure 1.5MPa, entrance gas-liquid volume ratio is 1, and the density of water is ρw,in=1.0g/m3, substitute into (12) formula obtain:
nm,in=0.0165.
C. calculate foam flooding during grease mass change amount
The mass change amount Δ m of grease during foam flooding is calculated according to formula (5) and formula (6)oWith the mass change amount of water
Δmw, the results are shown in Table 3.Oily Mass lost is 4.31g in 1# rock cores, and the quality of water increases 5.14g.Oily quality in 2# rock cores
It is reduced to 4.54g, the quality of water increases 2.07g.
D. foam dynamic stability is evaluated
Foam dynamic instability sex factor F is calculated according to formula (8)s, and foam stability is evaluated, it the results are shown in Table 4.
4 foam dynamic stability of table is evaluated
The foam dynamic instability factor of foam system 1 is 0.61, and the foam dynamic instability factor of foam system 2 is
0.44, it is seen that the dynamic stability of foam system 2 is more than foam system 1.
By result above as can be seen that static stability evaluation method and dynamic evaluation method can evaluate foam
The power of stability, but dynamic stability evaluation method is more realistic, more meets production using dynamic stability evaluation method
It is practical.
Claims (3)
1. a kind of method of evaluation foam dynamic stability during core flooding test, which is characterized in that be as follows:
1) core flooding test nuclear magnetic resonance experiment:
Rock core is first cleaned into drying before experiment, vacuumizes saturated water, then saturated oils and aging, it is real then to carry out nuclear-magnetism displacement
It tests, injects foam, ring pressure tracking in experiment in a manner of constant current;Nuclear-magnetism T is carried out in displacement process2Spectrum tests and weighs foam
Drive the quality of front and back rock core;
2) gas-liquid volume ratio is converted with gas-liquid mass ratio:
The collected gas liquid ratio of laboratory experiment is generally gas-liquid volume ratio, needs to convert gas-liquid volume ratio to mass ratio:
Core entry end gas-liquid mass ratio nm,in:
Core entry end gas-liquid volume ratio nV,in:
In formula, mg,in、mw,inThe respectively quality of core entry end gas phase and water phase, g;Vg,in、Vw,inRespectively core entry end
The volume of gas phase and water phase, mL;
Gaseous state equilibrium equation substitution density formula is obtained:
In formula, ρg,inFor core entry end density of gas phase, g/ml;pinFor core entry end pressure, MPa;M is molal weight, g/
mol;R is gas constant, takes 8.314Jmol-1·K-1;TinFor core entry end temperature, K;
(2)~(3) formula substitution (1) formula is obtained:
3) calculate foam flooding during grease mass change amount
By to T2Spectrum water peak and oily peak are integrated, and obtain the peak area corresponding to each peak, peak area in rock core therewith
The quality of corresponding fluid is in one-to-one relationship, obtains the mass change amount Δ m of oil during foam flooding accordinglyoWith water
Mass change amount Δ mw:
In formula, Aoi、AwiThe area that oily peak and water peak curve are surrounded with abscissa respectively under saturated oils and saturated-water phase, it is immeasurable
Guiding principle;moi、mwiRock core oil-containing and aqueous quality, g respectively under saturated oils and saturated-water phase;mo,out、mw,outIt is exported for rock core
Hold the quality of oil phase and water phase, g;ΔAo、ΔAwRespectively peak area variable quantity, dimensionless;
4) foam dynamic stability is evaluated
According to the principle of mass conservation, fluid mass variable quantity, which is equal to, within a certain period of time, in cell cube flows into rock core and outflow rock
The fluid mass of the heart is poor, establishes the mass-conservation equation of foam flooding:
mw,in+mg,in-(mw,out+mg,out+mo,out)=Δ m (7)
In formula, mw,in、mg,inFor the quality of core entry end water phase and gas phase, g;mg,outFor the quality of rock core outlet end gas phase, g;
Δ m is fluid mass variable quantity in cell cube, g, and the quality by weighing rock core before and after foam flooding obtains;
(4)~(6) formula substitution (7) formula is obtained:
Rock core internal foam gas liquid ratio is:
It enables:
Then:nm=nm,in+s (11)
Define Fs=| s | it is the dynamic instability factor, FsSmaller, the dynamic stability of foam is better;Work as FsWhen≤1, foam is steady
It is fixed;Work as FsWhen≤2, foam weak steady;FsWhen > 2, foam is unstable.
2. the method for evaluation foam dynamic stability in oil displacement process according to claim 1, which is characterized in that described
Core diameter is 25mm, and core porosity 10%~35%, permeability is 100mD~5000mD.
3. the method for evaluation foam dynamic stability in oil displacement process according to claim 1, which is characterized in that foam
Foam slug length at least 1.0PV during drive.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201810131673.9A CN108548835B (en) | 2018-02-09 | 2018-02-09 | Method for evaluating dynamic stability of foam in core flooding process |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201810131673.9A CN108548835B (en) | 2018-02-09 | 2018-02-09 | Method for evaluating dynamic stability of foam in core flooding process |
Publications (2)
Publication Number | Publication Date |
---|---|
CN108548835A true CN108548835A (en) | 2018-09-18 |
CN108548835B CN108548835B (en) | 2020-08-04 |
Family
ID=63515888
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201810131673.9A Active CN108548835B (en) | 2018-02-09 | 2018-02-09 | Method for evaluating dynamic stability of foam in core flooding process |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN108548835B (en) |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN110398510A (en) * | 2019-05-15 | 2019-11-01 | 上海大学 | A kind of rock core oil/water scaling method based on nuclear magnetic resonance transverse relaxation spectral line |
CN112505084A (en) * | 2020-11-30 | 2021-03-16 | 中国石油大学(华东) | Evaluation model, evaluation method and application for improving shale oil mobility through gas injection |
CN113125645A (en) * | 2021-04-12 | 2021-07-16 | 陕西延长石油(集团)有限责任公司 | Novel method for representing comprehensive performance of foam system |
CN117266805A (en) * | 2023-08-03 | 2023-12-22 | 西南石油大学 | Method for improving foam fluidity control capability in oil-containing environment based on foam quality optimization |
Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102980828A (en) * | 2012-08-27 | 2013-03-20 | 中国石油大学(华东) | Apparatus and method for measuring gas phase saturation degree of single tube core during foam flooding process |
CN103939065A (en) * | 2014-04-28 | 2014-07-23 | 西安石油大学 | Method for improving oil displacement efficiency of medium-permeability core |
US20160320323A1 (en) * | 2015-04-29 | 2016-11-03 | Colorado School Of Mines | Water/oil/gas emulsions/foams characterization using low field nuclear magnetic resonance |
CN106872594A (en) * | 2017-02-16 | 2017-06-20 | 中国石油大学(华东) | CO in one kind test saturated oils porous media2The method of concentration distribution and diffusion coefficient |
CN107030856A (en) * | 2017-05-09 | 2017-08-11 | 宁波北新建材有限公司 | A kind of method for improving gypsum board manufacture foam stability |
-
2018
- 2018-02-09 CN CN201810131673.9A patent/CN108548835B/en active Active
Patent Citations (5)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN102980828A (en) * | 2012-08-27 | 2013-03-20 | 中国石油大学(华东) | Apparatus and method for measuring gas phase saturation degree of single tube core during foam flooding process |
CN103939065A (en) * | 2014-04-28 | 2014-07-23 | 西安石油大学 | Method for improving oil displacement efficiency of medium-permeability core |
US20160320323A1 (en) * | 2015-04-29 | 2016-11-03 | Colorado School Of Mines | Water/oil/gas emulsions/foams characterization using low field nuclear magnetic resonance |
CN106872594A (en) * | 2017-02-16 | 2017-06-20 | 中国石油大学(华东) | CO in one kind test saturated oils porous media2The method of concentration distribution and diffusion coefficient |
CN107030856A (en) * | 2017-05-09 | 2017-08-11 | 宁波北新建材有限公司 | A kind of method for improving gypsum board manufacture foam stability |
Non-Patent Citations (1)
Title |
---|
侯健 等: "多孔介质中流动泡沫结构图像的实时采集与定量描述", 《石油学报》 * |
Cited By (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN110398510A (en) * | 2019-05-15 | 2019-11-01 | 上海大学 | A kind of rock core oil/water scaling method based on nuclear magnetic resonance transverse relaxation spectral line |
CN112505084A (en) * | 2020-11-30 | 2021-03-16 | 中国石油大学(华东) | Evaluation model, evaluation method and application for improving shale oil mobility through gas injection |
CN112505084B (en) * | 2020-11-30 | 2022-10-25 | 中国石油大学(华东) | Evaluation model, evaluation method and application for improving shale oil mobility through gas injection |
CN113125645A (en) * | 2021-04-12 | 2021-07-16 | 陕西延长石油(集团)有限责任公司 | Novel method for representing comprehensive performance of foam system |
CN113125645B (en) * | 2021-04-12 | 2023-09-05 | 陕西延长石油(集团)有限责任公司 | Novel method for representing comprehensive performance of foam system |
CN117266805A (en) * | 2023-08-03 | 2023-12-22 | 西南石油大学 | Method for improving foam fluidity control capability in oil-containing environment based on foam quality optimization |
CN117266805B (en) * | 2023-08-03 | 2024-03-19 | 西南石油大学 | Method for improving foam fluidity control capability in oil-containing environment based on foam quality optimization |
Also Published As
Publication number | Publication date |
---|---|
CN108548835B (en) | 2020-08-04 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN108548835A (en) | A method of evaluation foam dynamic stability during core flooding test | |
CN106884635B (en) | Low and ultra-low permeability reservoir CO2Method for measuring minimum flooding miscible pressure | |
CN102980828B (en) | Apparatus and method for measuring gas phase saturation degree of single tube core during foam flooding process | |
CN103471976B (en) | A kind of device measured containing hydrate porous deposit permeability | |
Ikoku et al. | Transient flow of non-Newtonian power-law fluids in porous media | |
Harris | Effects of texture on rheology of foam fracturing fluids | |
CN103954544B (en) | A kind of polymer control water increases experimental provision and the experimental technique of gas effect assessment | |
CN102809518B (en) | Device and method for measuring gas phase saturation of parallel core during foam displacement | |
CN110598167B (en) | Processing method of oil-water relative permeability experimental data of low-permeability reservoir | |
CN102914494B (en) | Device for measuring dynamic leak-off of foam fracturing fluid and working method thereof | |
CN104237099B (en) | Measure the device and method of compact rock core radial penetration rate | |
CN109883894B (en) | Ultrahigh-temperature ultrahigh-pressure steady-state gas-water permeability testing device and testing method | |
CN104568694A (en) | Method for testing gas-water relative permeability of dense core | |
CN111189978B (en) | Combined testing device for in-situ generation and evaluation of high-temperature and high-pressure foam and using method | |
Evans et al. | The effect of an immobile liquid saturation on the non-Darcy flow coefficient in porous media | |
CN104316449A (en) | Experimental method and experimental device for determinating volcanic gas-water relative permeability | |
CN104330344A (en) | Core gas-water two-phase flow dynamic test method and device | |
CN104775809A (en) | Simulation experiment system and method of water soluble gas reservoir development | |
CN110161071A (en) | A method of evaluation compact reservoir movable fluid Minimum throat radius | |
CN108444890B (en) | Unsteady state titration device and method for testing medium and high permeability core liquid permeability | |
CN112285201A (en) | Method for testing gas injection, reverse evaporation and condensate oil saturation of low-permeability condensate gas reservoir | |
CN112129682A (en) | Low-permeability reservoir displacement medium optimization method based on boundary layer dynamic change | |
CN105319153A (en) | Measuring method of liquid full pressure gradient-flow relation in low-permeability reservoir | |
CN105510531A (en) | Evaluation method and evaluation system for foaming property of foaming agent under porous medium | |
CN106526079B (en) | A method of research tight sand pore throat character dynamic change |
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 |