CN113219007A - Laboratory measurement method for electrical properties of shale in Longmaxi group in flat bridge area - Google Patents

Laboratory measurement method for electrical properties of shale in Longmaxi group in flat bridge area Download PDF

Info

Publication number
CN113219007A
CN113219007A CN202110439897.8A CN202110439897A CN113219007A CN 113219007 A CN113219007 A CN 113219007A CN 202110439897 A CN202110439897 A CN 202110439897A CN 113219007 A CN113219007 A CN 113219007A
Authority
CN
China
Prior art keywords
rock sample
saturation
rock
resistivity
chamber
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.)
Pending
Application number
CN202110439897.8A
Other languages
Chinese (zh)
Inventor
曾隽
易明华
高玉巧
丁安徐
胡微雪
高和群
陈佳
聂军
陈云燕
李小越
杨媛媛
张婷婷
许方玉
任祖慧
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
China Petroleum and Chemical Corp
Sinopec East China Oil and Gas Co
Sinopec East China Co
Original Assignee
China Petroleum and Chemical Corp
Sinopec East China Co
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by China Petroleum and Chemical Corp, Sinopec East China Co filed Critical China Petroleum and Chemical Corp
Priority to CN202110439897.8A priority Critical patent/CN113219007A/en
Publication of CN113219007A publication Critical patent/CN113219007A/en
Pending legal-status Critical Current

Links

Classifications

    • GPHYSICS
    • G01MEASURING; TESTING
    • G01NINVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
    • G01N27/00Investigating or analysing materials by the use of electric, electrochemical, or magnetic means
    • G01N27/02Investigating or analysing materials by the use of electric, electrochemical, or magnetic means by investigating impedance
    • G01N27/04Investigating or analysing materials by the use of electric, electrochemical, or magnetic means by investigating impedance by investigating resistance
    • G01N27/12Investigating or analysing materials by the use of electric, electrochemical, or magnetic means by investigating impedance by investigating resistance of a solid body in dependence upon absorption of a fluid; of a solid body in dependence upon reaction with a fluid, for detecting components in the fluid

Landscapes

  • Chemical & Material Sciences (AREA)
  • Chemical Kinetics & Catalysis (AREA)
  • Electrochemistry (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)
  • Investigating Or Analyzing Materials By The Use Of Electric Means (AREA)

Abstract

The invention relates to a laboratory measurement method for electrical properties of shale in Longmaxi group in flat bridge area, which comprises the following steps: step 1), vacuumizing a solution chamber and a core chamber; step 2), measuring the resistivity of the rock core of the rock sample by a self-absorption saturation method; step 3), pressurizing a saturation method and measuring the resistivity of the rock core of the rock sample; and recording the resistivity of each rock sample under the saturation condition, and calculating a resistivity parameter. Compared with the traditional mode, the method provided by the invention can be used for measuring the resistance of the rock under each saturation condition in the saturation rising process on the basis of not damaging the shale core until the rock sample reaches the limit saturation state. And recording the volume and the resistance of the imbibed solution, and finally obtaining the rock resistivity parameters, namely a formation factor a, a pore cementation index m and a saturation index n, so as to effectively obtain the shale resistivity parameters.

Description

Laboratory measurement method for electrical properties of shale in Longmaxi group in flat bridge area
Technical Field
The invention relates to a laboratory measurement method for electrical properties of shale in Longmaxi group in a flat bridge area, and belongs to the technical field of oil and gas experiments in unconventional oil and gas development schemes in the petroleum industry.
Background
The reserves of the compact rock in China are abundant, the economic value is huge, but the laboratory determination standard of the resistivity of the compact rock is rarely researched in China, and a unified and mature method is not available for reference. A set of experimental standards suitable for the determination of the resistivity of the compact rock is established and applied, and the method is particularly important for evaluating the compact rock reservoir.
The current rock resistivity measurement standard is rock resistivity parameter laboratory measurement and calculation method (SYT5385-2007), the rock resistivity measurement standard is suitable for measuring consolidated or weakly consolidated sandstone cores, and a shale rock resistivity test can only be partially referred to for use.
The resistivity test of the traditional sandstone is a saturation reduction method, a saturated sample is firstly subjected to determination of liquid measurement porosity, then a centrifugal method is used for displacing saturated solution in rock, the core saturation is reduced by gradually increasing the rotating speed of a centrifugal machine, then the resistance of the rock under each saturation condition is measured until a rock sample reaches a bound water state, the volume and the resistance of the solution are recorded and removed, and finally rock resistivity parameters, namely a stratum factor a, a pore cementation index m and a saturation index n are obtained. However, shale rock is deeply buried in a reservoir, lithology is compact, a core sample has the characteristics of low porosity, low permeability, high brittleness and the like, a centrifugal method can cause core fracture, and a traditional displacement saturation reduction method cannot process the core fracture, so that great difficulty is brought to analysis experiment work. In order to improve the integrity of the sample and ensure the smooth development of the experiment, it is necessary to find an effective method for measuring the resistivity of the shale.
Disclosure of Invention
The invention aims to overcome the defects of the prior art and provides a laboratory measurement method for the electrical properties of the shale of the Longmaxi group in the flat bridge area.
The invention aims to realize the purpose, and the laboratory measurement method for the electrical properties of the shale in the Longmaxi group in the flat bridge area is characterized by comprising the following steps of:
step 1), vacuumizing a solution chamber and a core chamber;
(1-1) vacuumizing the solution chamber filled with the saturated saline until the pressure in the solution chamber filled with the saturated saline reaches-0.1 MPa, and continuing vacuumizing for 3 hours and then stopping; vacuumizing the rock sample chamber filled with the rock sample, and continuously vacuumizing for 2-4 h when the pressure in the rock sample chamber is about-0.1 MPa;
(1-2) opening a valve between the solution chamber and the rock sample chamber to enable saturated brine to enter the rock sample chamber, continuously vacuumizing, and stopping vacuumizing the rock sample chamber for 1h after the brine submerges the rock sample in the rock sample chamber;
step 2), measuring the resistivity of the rock core of the rock sample by a self-absorption saturation method;
(2-1) placing the vacuum saturated rock sample into a holder at normal temperature and normal pressure, and measuring the resistance of the vacuum saturated rock sampleRor
(2-2) taking out a rock sample, weighing g by using an electronic balance, and weighing the initial saturation S of the saline water in the rock sampleWOThe calculation formula is as the formula (I):
SWO=(m1-m)/pw/Vp(A)
In the formula:
Swois the initial water saturation of the rock sample, expressed in percent;
m1is the mass of a saturated brine rock sample in grams (g);
m is the mass of the dry rock sample in grams (g);
pwis the density of brine in grams per cubic centimeter (g/cm)3);
VpIs the pore volume of the rock sample in cubic centimeters (cm)3);
(2-3) continuously placing the tested rock sample into a vacuum saturation device, and repeating the steps 2-1) to 2-2 respectively after 3 days, 7 days and 15 days of self-absorption saturation to obtain the resistivity;
step 3), pressurizing a saturation method and measuring the resistivity of the rock core of the rock sample;
placing the rock sample measured in the step 2) into a solution chamber, connecting a pressure pump, increasing the pressure by 7MPa, and measuring the resistance r under the pressure conditionp1Reaching the limit saturation state; record volume V of increasing brinepAnd a resistance Rp1Water saturation degree Swp1And calculating by using the formula (two):
Swp1=Swo+Vp1/Vp(II)
In the formula:
Swp1is the water saturation of the rock sample, expressed in percent;
Swois the initial water saturation of the rock sample, expressed in percent;
Vpis the pore volume of the rock sample in cubic centimeters (cm)3);
Vp1Volume in milliliters (mL) of saline aspirated;
and recording the resistivity of each rock sample under the saturation condition, and calculating a resistivity parameter.
The invention has the beneficial effects that: compared with the traditional mode, the laboratory measurement method for the electrical properties of the shale in the Longmaxi group in the flat bridge area measures the resistance of the rock under each saturation condition in the saturation rising process on the basis of not damaging the rock core of the shale until the rock sample reaches the limit saturation state. And recording the volume and the resistance of the imbibed solution, and finally obtaining the rock resistivity parameters, namely a formation factor a, a pore cementation index m and a saturation index n, so as to effectively obtain the shale resistivity parameters.
Detailed Description
A laboratory measurement method for electrical properties of shale in Longmaxi groups in flat bridge areas comprises the following steps:
step 1), vacuumizing a solution chamber and a core chamber;
firstly, vacuumizing a solution chamber filled with saturated saline water until the pressure in the solution chamber filled with the saturated saline water is reduced to-0.1 MPa, and continuing vacuumizing for 3 hours and then stopping; vacuumizing the rock sample chamber filled with the rock sample, and continuously vacuumizing for 2-4 h when the pressure in the rock sample chamber is about-0.1 MPa;
then opening a valve between the solution chamber and the rock sample chamber, enabling saturated brine to enter the rock sample chamber, simultaneously continuing to vacuumize, and stopping after the brine submerges the rock sample in the rock sample chamber and continuing to vacuumize the rock sample chamber for 1 h;
step 2), measuring the resistivity of the rock core of the rock sample by a self-absorption saturation method;
firstly, putting a vacuum saturated rock sample into a normal-temperature normal-pressure clamp holder, and measuring the resistance R of the vacuum saturated rock sampleor
Then taking out the rock sample, weighing g by using an electronic balance, and weighing the initial saturation S of the saline water in the rock sampleWOThe calculation formula is as the formula (I):
SWO=(m1-m)/pw/Vp(A)
In the formula:
Swois the initial water saturation of the rock sample, expressed in percent;
m1is the mass of a saturated brine rock sample in grams (g);
m is the mass of the dry rock sample in grams (g);
pwis the density of brine in grams per cubic centimeter (g/cm)3);
VpIs the pore volume of the rock sample in cubic centimeters (cm)3);
(2-3) continuously placing the tested rock sample into a vacuum saturation device, and repeating the steps 2-1) to 2-2 respectively after 3 days, 7 days and 15 days of self-absorption saturation to obtain the resistivity;
step 3), pressurizing a saturation method and measuring the resistivity of the rock core of the rock sample;
placing the rock sample measured in the step 2) into a solution chamber, connecting a pressure pump, increasing the pressure by 7MPa, and measuring the resistance R under the pressure conditionp1Reaching the limit saturation state; record volume V of increasing brinepAnd a resistance Rp1Water saturation degree Swp1And calculating by using the formula (two):
Swp1=Swo+Vp1/Vp(II)
In the formula:
Swp1is the water saturation of the rock sample, expressed in percent;
Swois the initial water saturation of the rock sample, expressed in percent;
Vpis the pore volume of the rock sample in cubic centimeters (cm)3);
Vp1Volume in milliliters (mL) of saline aspirated;
and recording the resistivity of each rock sample under the saturation condition, and calculating a resistivity parameter.

Claims (1)

1. A laboratory measurement method for electrical properties of shale in Longmaxi groups in flat bridge areas is characterized by comprising the following steps:
step 1), vacuumizing a solution chamber and a core chamber;
(1-1) vacuumizing the solution chamber filled with the saturated saline until the pressure in the solution chamber filled with the saturated saline reaches-0.1 MPa, and continuing vacuumizing for 3 hours and then stopping; vacuumizing the rock sample chamber filled with the rock sample, and continuously vacuumizing for 2-4 h when the pressure in the rock sample chamber is about-0.1 MPa;
(1-2) opening a valve between the solution chamber and the rock sample chamber to enable saturated brine to enter the rock sample chamber, continuously vacuumizing, and stopping vacuumizing the rock sample chamber for 1h after the brine submerges the rock sample in the rock sample chamber;
step 2), measuring the resistivity of the rock core of the rock sample by a self-absorption saturation method;
(2-1) placing the vacuum saturated rock sample into a holder at normal temperature and normal pressure, and measuring the resistance R of the vacuum saturated rock sampleor
(2-2) taking out a rock sample, weighing g by using an electronic balance, and weighing the initial saturation S of the saline water in the rock sampleWOThe calculation formula is as the formula (I):
SWO=(m1-m)/pw/Vp(A)
In the formula:
Swois the initial water saturation of the rock sample, expressed in percent;
m1is the mass of a saturated brine rock sample in grams (g);
m is the mass of the dry rock sample in grams (g);
pwis the density of brine in grams per cubic centimeter (g/cm)3);
VpIs the pore volume of the rock sample in cubic centimeters (cm)3);
(2-3) continuously placing the tested rock sample into a vacuum saturation device, and repeating the steps 2-1) to 2-2 respectively after 3 days, 7 days and 15 days of self-absorption saturation to obtain the resistivity;
step 3), pressurizing a saturation method and measuring the resistivity of the rock core of the rock sample;
placing the rock sample measured in the step 2) into a solution chamber, connecting a pressure pump, increasing the pressure by 7MPa, and measuring the resistance R under the pressure conditionp1Reaching the limit saturation state; record volume V of increasing brinepAnd a resistance Rp1Water saturation degree Swp1And calculating by using the formula (two):
Swp1=Swo+Vp1/Vp(II)
In the formula:
Swp1is the water saturation of the rock sample, expressed in percent;
Swois the initial water saturation of the rock sample, expressed in percent;
Vpis the pore volume of the rock sample in cubic centimeters (cm)3)。
Vp1Volume in milliliters (mL) of saline aspirated;
and recording the resistivity of each rock sample under the saturation condition, and calculating a resistivity parameter.
CN202110439897.8A 2021-04-23 2021-04-23 Laboratory measurement method for electrical properties of shale in Longmaxi group in flat bridge area Pending CN113219007A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202110439897.8A CN113219007A (en) 2021-04-23 2021-04-23 Laboratory measurement method for electrical properties of shale in Longmaxi group in flat bridge area

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202110439897.8A CN113219007A (en) 2021-04-23 2021-04-23 Laboratory measurement method for electrical properties of shale in Longmaxi group in flat bridge area

Publications (1)

Publication Number Publication Date
CN113219007A true CN113219007A (en) 2021-08-06

Family

ID=77088813

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202110439897.8A Pending CN113219007A (en) 2021-04-23 2021-04-23 Laboratory measurement method for electrical properties of shale in Longmaxi group in flat bridge area

Country Status (1)

Country Link
CN (1) CN113219007A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114000865A (en) * 2021-09-14 2022-02-01 中海油能源发展股份有限公司 Full-automatic vacuumizing saturation system for dense rock and using method thereof

Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4752882A (en) * 1986-05-05 1988-06-21 Mobil Oil Corporation Method for determining the effective water saturation in a low-resistivity hydrocarbon-bearing rock formation based upon rock matrix conductance
US20120143508A1 (en) * 2010-12-01 2012-06-07 Conocophillips Company Automatic estimation of source rock petrophysical properties
CN203101314U (en) * 2012-11-12 2013-07-31 中国石油集团西部钻探工程有限公司 Saturation-method core electrical property measuring device
CN103698216A (en) * 2014-01-02 2014-04-02 西南石油大学 Capillary pressure stress sensitivity test device and capillary pressure stress sensitivity test method
CN105606509A (en) * 2015-12-22 2016-05-25 中国石油大学(华东) Measuring method of high-temperature oil-water relative permeability of heavy oil reservoir
CN106442269A (en) * 2016-10-28 2017-02-22 西南石油大学 Method for filtrating invariable cores used for laboratory physical simulation experiment
CN110618170A (en) * 2019-09-26 2019-12-27 中国石油天然气股份有限公司 Method and device for determining saturation index of rock and soil
CN111751180A (en) * 2020-06-24 2020-10-09 中国石油天然气股份有限公司 Ultra-low permeability rock core vacuumizing and pressurizing saturation device
CN112051197A (en) * 2019-06-05 2020-12-08 中国石油天然气股份有限公司 Simple testing device and method for porosity of fracture-cave type carbonate rock

Patent Citations (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US4752882A (en) * 1986-05-05 1988-06-21 Mobil Oil Corporation Method for determining the effective water saturation in a low-resistivity hydrocarbon-bearing rock formation based upon rock matrix conductance
US20120143508A1 (en) * 2010-12-01 2012-06-07 Conocophillips Company Automatic estimation of source rock petrophysical properties
CN203101314U (en) * 2012-11-12 2013-07-31 中国石油集团西部钻探工程有限公司 Saturation-method core electrical property measuring device
CN103698216A (en) * 2014-01-02 2014-04-02 西南石油大学 Capillary pressure stress sensitivity test device and capillary pressure stress sensitivity test method
CN105606509A (en) * 2015-12-22 2016-05-25 中国石油大学(华东) Measuring method of high-temperature oil-water relative permeability of heavy oil reservoir
CN106442269A (en) * 2016-10-28 2017-02-22 西南石油大学 Method for filtrating invariable cores used for laboratory physical simulation experiment
CN112051197A (en) * 2019-06-05 2020-12-08 中国石油天然气股份有限公司 Simple testing device and method for porosity of fracture-cave type carbonate rock
CN110618170A (en) * 2019-09-26 2019-12-27 中国石油天然气股份有限公司 Method and device for determining saturation index of rock and soil
CN111751180A (en) * 2020-06-24 2020-10-09 中国石油天然气股份有限公司 Ultra-low permeability rock core vacuumizing and pressurizing saturation device

Non-Patent Citations (3)

* Cited by examiner, † Cited by third party
Title
方朝合 等: "页岩气藏超低含水饱和度形成模拟及其意义_", 《地球化学》 *
林怡菲 等: "川东龙马溪组含水页岩吸附特征", 《西安石油大学学报(自然科学版)》 *
王建波 等: "页岩气储层含水饱和度影响因素及计算方法—— 以焦石坝区块五峰组 — 龙马溪组为例", 《天然气技术与经济》 *

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114000865A (en) * 2021-09-14 2022-02-01 中海油能源发展股份有限公司 Full-automatic vacuumizing saturation system for dense rock and using method thereof
CN114000865B (en) * 2021-09-14 2023-09-01 中海油能源发展股份有限公司 Full-automatic vacuum-pumping saturation system for tight rock and application method of full-automatic vacuum-pumping saturation system

Similar Documents

Publication Publication Date Title
CN103233725B (en) Device and method for determining high temperature and high pressure full diameter core mud pollution evaluation
CN109374495B (en) Experimental test device and method for forced permeability of shale
CN102608011B (en) Method for determining and building bound water for crack-pore (hole) type reservoir core
CN106596371A (en) Retrograde condensation damage experimental evaluation method for depletion type development near-wellbore zone of saturated condensate gas reservoir
CN106153662A (en) The measuring method of rock core stress sensitivity
CN107402286B (en) Delay swollen performance test experimental method in a kind of polymer microballoon rock core
US20240027379A1 (en) Method for quantitative evaluation on sensitivity of shale oil and gas reservoir to injected fluids
CN110595953B (en) Experimental test device and method for shale mixing wettability
CN107421872B (en) Device for evaluating influence of different factors on water permeability of asphalt pavement
CN113514382B (en) Method for evaluating water film thickness after water phase imbibition flowback of gas reservoir rock containing swelling clay
CN108240951A (en) Sensitivity evaluation test method for tight sandstone gas reservoir
CN210834567U (en) Shale mixes wettability experiment testing arrangement
CN108507919B (en) Shale full-diameter core starting pressure test method under radial flow flowing mode
CN106198346B (en) A kind of core holding unit and measurement method that can measure mechanics parameter and permeability
CN106777515B (en) Method for analyzing production energy of tight gas well based on rock core experiment data
CN113484216B (en) Method for evaluating water phase flowback rate and reasonable flowback pressure difference of tight sandstone gas reservoir
CN115078355B (en) Visualization device and method for simulating gas phase characteristics of crude oil injection in porous medium
CN113219007A (en) Laboratory measurement method for electrical properties of shale in Longmaxi group in flat bridge area
CN209821099U (en) Multifunctional compact gas reservoir dynamic parameter joint measurement device based on nuclear magnetic resonance
CN115046897A (en) Method and device for determining unsteady mass transfer efficiency and shape factor between matrix and crack
CN113075102A (en) Method for establishing mathematical model of relation between spontaneous imbibition amount of porous medium and time
CN113092337B (en) Method for establishing initial water saturation of compact rock core under in-situ condition
CN113777002A (en) Shale oil seepage characteristic evaluation device and method
CN106526079B (en) A method of research tight sand pore throat character dynamic change
CN111879678A (en) Self-priming method-based experimental method for gas-water relative permeability of tight sandstone

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
RJ01 Rejection of invention patent application after publication
RJ01 Rejection of invention patent application after publication

Application publication date: 20210806