CN110005407A - Salt hole air reserved storeroom method for estimating stability - Google Patents

Salt hole air reserved storeroom method for estimating stability Download PDF

Info

Publication number
CN110005407A
CN110005407A CN201910380747.7A CN201910380747A CN110005407A CN 110005407 A CN110005407 A CN 110005407A CN 201910380747 A CN201910380747 A CN 201910380747A CN 110005407 A CN110005407 A CN 110005407A
Authority
CN
China
Prior art keywords
salt
hole air
reserved storeroom
air reserved
salt hole
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
Application number
CN201910380747.7A
Other languages
Chinese (zh)
Other versions
CN110005407B (en
Inventor
王同涛
杨春和
安国印
张青庆
王文权
韩娟
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.)
Wuhan Institute of Rock and Soil Mechanics of CAS
Original Assignee
Wuhan Institute of Rock and Soil Mechanics of CAS
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 Wuhan Institute of Rock and Soil Mechanics of CAS filed Critical Wuhan Institute of Rock and Soil Mechanics of CAS
Priority to CN201910380747.7A priority Critical patent/CN110005407B/en
Publication of CN110005407A publication Critical patent/CN110005407A/en
Application granted granted Critical
Publication of CN110005407B publication Critical patent/CN110005407B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21BEARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
    • E21B49/00Testing the nature of borehole walls; Formation testing; Methods or apparatus for obtaining samples of soil or well fluids, specially adapted to earth drilling or wells
    • EFIXED CONSTRUCTIONS
    • E21EARTH OR ROCK DRILLING; MINING
    • E21FSAFETY DEVICES, TRANSPORT, FILLING-UP, RESCUE, VENTILATION, OR DRAINING IN OR OF MINES OR TUNNELS
    • E21F17/00Methods or devices for use in mines or tunnels, not covered elsewhere
    • E21F17/16Modification of mine passages or chambers for storage purposes, especially for liquids or gases

Landscapes

  • Engineering & Computer Science (AREA)
  • Mining & Mineral Resources (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Geology (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Geochemistry & Mineralogy (AREA)
  • Physics & Mathematics (AREA)
  • Environmental & Geological Engineering (AREA)
  • Fluid Mechanics (AREA)
  • Geophysics And Detection Of Objects (AREA)

Abstract

The invention belongs to petrol resources exploitation fields, and in particular, to a kind of salt hole air reserved storeroom method for estimating stability.Salt hole air reserved storeroom method for estimating stability, comprising the following steps: S1, rock salt stratum crustal stress obtain;S2, structure parameters of soil layer obtain;S3, rock salt physical and mechanical parameter obtain;S4, salt hole air reserved storeroom 3D shape parameter and temperature obtain;S5, estimation of stability index determine;S6, salt hole air reserved storeroom three-dimensional geological mechanical model is established and simulation calculation;S7, field monitoring and the calibration of estimation of stability index.Compared with the existing technology, the invention has the following beneficial effects: the estimation of stability for being suitable for salt hole air reserved storeroom;Evaluation procedure is simple, evaluation index is clear, strong operability, it may be implemented to carry out quantitative assessment to salt hole air reserved storeroom stability, the reasonable operating parameter of optimization can also provide reasonable measure according to estimation of stability result to improve the stability in salt cave to prevent the unstable failure that salt hole air reserved storeroom may occur.

Description

Salt hole air reserved storeroom method for estimating stability
Technical field
The invention belongs to petrol resources exploitation fields, and in particular, to a kind of salt hole air reserved storeroom method for estimating stability.
Background technique
In such a way that salt cave progress petroleum, natural gas, compressed air storage have become energy storage general in the world, China also relatively broad promotion and application.The salt cave volume of oil and natural gas storage can generally reach hundreds of thousands How all places square or even up to a hundred ensure that its stability is most important.Foreign countries have occurred and that the case of tens salt cave unstable failures, Caused by loss it is huge.Due to salt cave shown in failure process typical brittle break (chip off-falling, wall caving, cracking) and Plastic failure (volume contraction, bottom of chamber protuberance and cavity wall large deformation) feature, brings technology to choose to Accurate Prediction salt cave unstable failure War.Simultaneously as salt cave is normally at the even upper km of the several hundred rice in underground, belong to hidden nurse's journey, lacks effective, monitoring in real time Means.Currently, salt hole air reserved storeroom estimation of stability is primarily present following technical problem:
(1) the specification process and step of deficient in stability evaluation.Since salt hole air reserved storeroom estimation of stability is a system Engineering, the sequence containing many steps and these steps may also can be different according to the personal preference of operator, this just gives salt Hole air reserved storeroom estimation of stability brings many uncertainties.For example, different evaluation personnel obtain for same salt hole air reserved storeroom Evaluation result may different or even conclusion it is completely opposite.
(2) required parameter list in deficient in stability evaluation procedure.It is needed during salt hole air reserved storeroom estimation of stability A large amount of relevant parameter is used, these parameters need to obtain by field monitoring or laboratory experiment, and required time is longer. If detailed, accurate parameter list cannot be provided before salt hole air reserved storeroom estimation of stability, it will seriously affect and lag The development of salt hole air reserved storeroom estimation of stability work.And it can use for reference and refer to there has been no relevant parameter inventory at present.
(3) deficient in stability assessment indicator system.Salt hole air reserved storeroom stability Failure type is more, including ductile fracture, Brittle break, bobbin seal failure damage and salt cave cavity leakproofness (cavity wall unstability causes) failure damage.This makes traditional Estimation of stability index system is unable to the destruction of Accurate Prediction salt hole air reserved storeroom stability, cannot be to salt hole air reserved storeroom stability control Parameter optimizes.
It needs to invent a kind of salt hole air reserved storeroom method for estimating stability for these reasons, it is steady to solve current salt hole air reserved storeroom Required parameter list in the specification process and step, deficient in stability evaluation procedure that deficient in stability is evaluated during qualitative evaluation With the problem of deficient in stability assessment indicator system, guarantee to ensure that China's salt hole air reserved storeroom provides safely technology.
Summary of the invention
For lack during salt hole air reserved storeroom estimation of stability corresponding specification process and step, required parameter list and The problem of assessment indicator system, the present invention provides a kind of salt hole air reserved storeroom method for estimating stability, solve above-mentioned problem, so that Salt hole air reserved storeroom estimation of stability has Zhang Keyi.
To achieve the above object, the present invention adopts the following technical scheme:
Salt hole air reserved storeroom method for estimating stability, comprising the following steps:
S1, rock salt stratum crustal stress obtain
S2, structure parameters of soil layer obtain
S3, rock salt physical and mechanical parameter obtain
S4, salt hole air reserved storeroom 3D shape parameter and temperature obtain
S5, estimation of stability index determine
S6, salt hole air reserved storeroom three-dimensional geological mechanical model is established and simulation calculation
S7, field monitoring and the calibration of estimation of stability index.
Compared with the existing technology, the invention has the following beneficial effects: the present invention to be suitable for salt hole air reserved storeroom, the oil storage of salt cave The estimation of stability in library, salt cave compression energy accumulation library, salt cave waste treatment library;Evaluation procedure is simple, evaluation index is clear, can grasp The property made is strong, may be implemented to carry out quantitative assessment to salt hole air reserved storeroom stability, the reasonable operating parameter of optimization is to improve salt cave Stability, while it is broken to prevent the unstability that salt cave may occur that reasonable measure can also be provided according to estimation of stability result It is bad.
Detailed description of the invention
Fig. 1 is salt hole air reserved storeroom structural schematic diagram;
In figure: 1, ground well head injection-recovery apparatus, 2, injection-production column jacket, 3, completion tubular column, 4, superstratum, 5, packer, 6, Casing shoe, 7, well neck, 8, salt cave, 9, rock salt stratum, 10, insoluble matter sediment, 11, lower sleeping stratum.
Specific embodiment
As shown in Figure 1, salt hole air reserved storeroom, comprising: ground well head injection-recovery apparatus 1, injection-production column jacket 2, completion tubular column 3;Ground Well head injection-recovery apparatus 1 is located at earth's surface, the injection and extraction for natural gas;It is ground well head injection-recovery apparatus 1 and injection-production column jacket 2, complete It is connected at the top of well casing column 3;It is connected at the top of 2 bottom of injection-production column jacket and salt cave 8, natural gas can be injected and produced into salt cave 8;Note Tubing string 2 is adopted to be located in completion tubular column 3, injection-production column jacket 2 completion tubular column lower part by packer 5 be connected;Completion tubular column 3 is located at Casing shoe 6 is arranged at superstratum 4 and rock salt stratum 9, completion tubular column bottom, and casing shoe 6 is located in rock salt stratum;3 bottom of completion tubular column Portion is connected with salt cave 8 by well neck 7, and Jing Bozichu can bear alternation note gas production load action in note gas production process;It is insoluble Object sediment 10 is located at salt cave bottom;Sleeping stratum 11 is located at salt cave lower part down.
Above-mentioned salt hole air reserved storeroom method for estimating stability, comprising the following steps:
S1, rock salt stratum crustal stress obtain
It beats Vertical Well to salt hole air reserved storeroom and builds library destination layer position, carry out small volume hydraulic fracture experiment to obtain in rock salt stratum Crustal stress value and its gradient;For crustal stress value in accurate description rock salt stratum and its gradient distribution rule, need same No less than 3 layer positions are chosen at wellbore different depth position carries out detecting earth stress;In order to reduce single measurement error to final The influence of detecting earth stress result has each layer of position altogether when carrying out detecting earth stress using small volume hydraulic fracture experiment Need to carry out no less than 5 crack opened/closed tests;
Crustal stress is obtained using small volume hydraulic fracture and its gradient distribution rule can be salt hole air reserved storeroom estimation of stability Boundary condition is provided in calculating process;
S2, structure parameters of soil layer obtain
The Geologic Structure Feature of salt hole air reserved storeroom build area is determined using 3-d seismic exploration technology, comprising: rock salt Top surface, rock salt bottom surface, rock salt thickness distribution, sedimentary facies belt distribution, formation fault distribution;
S3, rock salt physical and mechanical parameter obtain
By drilling well, coring operation is carried out, base area formation core is built in acquisition;Coring range is from earth's surface until Salt layer 100m below bottom surface obtains the core sample of overlying rock, Salt layer and lower sleeping stratum;According to " hydraulic and hydroelectric engineering rock examination Test regulation (DLJ 204-81) " in requirement, above-mentioned rock core is processed into the standard sample of different experiments types entail;To these Sample carries out density measurement, component is tested, permeability test, porosity test, uniaxial compressive strength is tested, tensile strength is surveyed Examination, internal friction angle test, cohesion test, secondary creep rates test, shearing strength test, breakthrough pressure test;In order to protect The reliability for demonstrate,proving experimental result is 3~5 pieces to the sample that Rock Mechanics Test under identical conditions is tested;
S4, salt hole air reserved storeroom 3D shape parameter and temperature obtain
The 3D shape of salt hole air reserved storeroom is measured using chamber equipment is surveyed, obtaining cavity geometry parameter includes: salt cave Top buried depth, salt cave bottom buried depth, salt cave height, salt cave maximum radius;According to survey when the 3-d shape measurement of salt hole air reserved storeroom It is adjusted when dose-effect fruit and measures angular interval on measurement spacing and horizontal plane on vertical plane, chamber can be determined according to measurement result The D coordinates value of each point of wall;Salt cave top, salt cave bottom temp are surveyed using the temperature sensor surveyed in chamber equipment Amount;
S5, estimation of stability index determine
Destroyed due to rock salt and salt cave and show typical brittleness and plastic failure feature simultaneously, choose cut swollen safety coefficient, Equivalent strain, deflection, cubical contraction, plastic zone are as salt hole air reserved storeroom estimation of stability index;In view of completion tubular column At the top of salt cave, axial tension mainly occurs under the effect of salt cave volume contraction load and destroys, chooses completion tubular column and axially answers It is changed into as safety evaluation index;Salt hole air reserved storeroom occurs leakproofness failure and is mainly shown as that seepage range is worn more than limit value, fluid Saturating superstratum chooses natural gas and penetrates safety coefficient, natural gas seepage range as safety evaluation index;In conjunction with specific salt cave Earth formation, rock physical and mechanic parameter, salt hole air reserved storeroom 3D shape parameter and the storage of salt cave of gas storage place formation at target locations Air reservoir operating parameter determines the corresponding margin of safety of These parameters;
S6, salt hole air reserved storeroom three-dimensional geological mechanical model is established and simulation calculation
According to earth formation, rock physics mechanics and salt hole air reserved storeroom 3D shape parameter where salt hole air reserved storeroom, establish Three-dimensional geological mechanical model;The model is a cuboid, and Salt layer is located among model, and salt acupuncture point is in the centre of Salt layer; Effect has corresponding internal design pressure in salt hole air reserved storeroom;Overburden pressure is applied at the top of three-dimensional geological mechanical model;It is three-dimensional Horizontal direction constraint is applied on four vertical planes of geomechanics model, limited model occurs horizontal distortion, in vertical direction may be used Free vertical deformation occurs;Three-dimensional geological mechanical model bottom is applied with fixed constraint, and horizontal and vertical deformation occurs for limitation; Initial field stress and in-situ stress gradient are applied to model, value is tested by the small volume hydraulic fracture in S1 and obtained;The three-dimensional geological Mechanical model needs to carry out grid dividing, needs the size of mesh opening independence to three-dimensional geological mechanical model, the receipts of calculated result Holding back property and mesh quality are checked, it is ensured that the reliability of calculated result;The numerical simulation calculation time is according to " QSY1416-2011 Salt hole air reserved storeroom cavity design specification " it chooses;According to above-mentioned three-dimensional geological mechanical model, boundary condition, load to the gas storage of salt cave Stress, deformation, the seepage pressure of library country rock carry out simulation calculating;According to cutting swollen safety coefficient, equivalent strain, deflection, volume Shrinking percentage, plastic zone, completion tubular column axial strain, natural gas penetrate safety coefficient, natural gas seepage range calculation formula, will count It calculates and obtains stress, deformation, seepage pressure substitution, the corresponding numerical value of These parameters is calculated and draws out corresponding cloud atlas;Root According to cut swollen safety coefficient, equivalent strain, deflection, cubical contraction, plastic zone, completion tubular column axial strain, natural gas penetrate Safety coefficient, the criticality safety value of natural gas seepage range, evaluate salt hole air reserved storeroom stability, and according to evaluation result Salt hole air reserved storeroom operating parameter is adjusted and is optimized;
S7, field monitoring and the calibration of estimation of stability index
Using surveying, measurement in chamber equipment 5 years every to salt hole air reserved storeroom is primary, obtains cubical contraction, the chamber of the salt hole air reserved storeroom Wall deflection and cavity wall chip off-falling measurement result;The subsidence value of the salt hole air reserved storeroom is measured every year using GPS and level Once, subsidence value is obtained;It is supervised using casing shoe and salt cave cavity leakproofness of the helium tracer to the salt hole air reserved storeroom It surveys;Using the above-mentioned monitoring result in scene to cutting swollen safety coefficient, equivalent strain, deflection, cubical contraction, plastic zone, complete well Tubing string axial strain, natural gas penetrate safety coefficient, the criticality safety value of natural gas seepage range is adjusted in real time, it is ensured that really The science and reliability for the salt hole air reserved storeroom estimation of stability index fixed.
So far, deficient in stability is commented during can effectively solving salt hole air reserved storeroom estimation of stability using the method for the present invention Parameter list needed for the specification process and step of valence, shortage, the problem for lacking assessment indicator system, have operating procedure it is clear, The clear advantage of parameter value range.

Claims (8)

1. a kind of salt hole air reserved storeroom method for estimating stability, comprising the following steps:
S1, rock salt stratum crustal stress obtain
S2, structure parameters of soil layer obtain
S3, rock salt physical and mechanical parameter obtain
S4, salt hole air reserved storeroom 3D shape parameter and temperature obtain
S5, estimation of stability index determine
S6, salt hole air reserved storeroom three-dimensional geological mechanical model is established and simulation calculation
S7, field monitoring and the calibration of estimation of stability index.
2. salt hole air reserved storeroom method for estimating stability according to claim 1, which is characterized in that specific step is as follows by S1: It beats Vertical Well to salt hole air reserved storeroom and builds library destination layer position, carry out small volume hydraulic fracture experiment to obtain crustal stress value in rock salt stratum And its gradient, it needs to choose no less than 3 layer positions at the same wellbore different depth position and carries out detecting earth stress;It is using When small volume hydraulic fracture experiment carries out detecting earth stress, each layer of position is needed altogether to carry out no less than 5 cracks to open/close Close test.
3. salt hole air reserved storeroom method for estimating stability according to claim 1 to 2, which is characterized in that S2 specific steps are such as Under: the Geologic Structure Feature of salt hole air reserved storeroom build area is determined using 3-d seismic exploration technology, comprising: rock salt top surface, Rock salt bottom surface, rock salt thickness distribution, sedimentary facies belt distribution, formation fault distribution.
4. salt hole air reserved storeroom method for estimating stability according to claim 1 to 3, which is characterized in that S3 specific steps are such as Under: by drilling well, coring operation is carried out, base area formation core is built in acquisition;Coring range is from earth's surface until Salt layer bottom surface Following 100m obtains the core sample of overlying rock, Salt layer and lower sleeping stratum;According to " hydraulic and hydroelectric engineering rock test rule Journey (DLJ 204-81) " in requirement, above-mentioned rock core is processed into the standard sample of different experiments types entail;To above-mentioned standard Sample carries out density measurement, component is tested, permeability test, porosity test, uniaxial compressive strength is tested, tensile strength is surveyed Examination, internal friction angle test, cohesion test, secondary creep rates test, shearing strength test, breakthrough pressure test, to same Under the conditions of Rock Mechanics Test test sample be 3~5 pieces.
5. salt hole air reserved storeroom method for estimating stability described in -4 according to claim 1, which is characterized in that S4 specific steps are such as Under: the 3D shape of salt hole air reserved storeroom is measured, obtaining cavity geometry parameter includes: buried depth, salt cave bottom at the top of salt cave Buried depth, salt cave height, salt cave maximum radius;It is adjusted in real time vertically when the 3-d shape measurement of salt hole air reserved storeroom according to measurement effect Angular interval is measured in measurement spacing and horizontal plane on face, the D coordinates value of each point of cavity wall is determined according to measurement result; Salt cave top, salt cave bottom temp are measured using the temperature sensor surveyed in chamber equipment.
6. salt hole air reserved storeroom method for estimating stability described in -5 according to claim 1, which is characterized in that S5 specific steps are such as Under: selection cuts swollen safety coefficient, equivalent strain, deflection, cubical contraction, plastic zone as salt hole air reserved storeroom estimation of stability Index chooses completion tubular column axial strain as safety evaluation index, chooses natural gas and penetrate safety coefficient, natural gas seepage flow model It encloses as safety evaluation index;In conjunction with where specific salt hole air reserved storeroom the earth formation, rock physical and mechanic parameter of formation at target locations, Salt hole air reserved storeroom 3D shape parameter and salt hole air reserved storeroom operating parameter determine the corresponding margin of safety of These parameters.
7. salt hole air reserved storeroom method for estimating stability described in -6 according to claim 1, which is characterized in that S6 specific steps are such as Under: according to earth formation, rock physics mechanics and salt hole air reserved storeroom 3D shape parameter where salt hole air reserved storeroom, establish dimensionally Matter mechanical model;The model is a cuboid, and Salt layer is located among model, and salt acupuncture point is in the centre of Salt layer;The storage of salt cave Effect has corresponding internal design pressure in air reservoir;Overburden pressure is applied at the top of three-dimensional geological mechanical model;Three-dimensional geological power It learns and is applied with horizontal direction constraint on four vertical planes of model, limited model occurs horizontal distortion, can occur in vertical direction Free vertical deformation;Three-dimensional geological mechanical model bottom is applied with fixed constraint, and horizontal and vertical deformation occurs for limitation;To model Apply initial field stress and in-situ stress gradient, value is tested by the small volume hydraulic fracture in S1 and obtained;The three-dimensional geological mechanics mould Type needs to carry out grid dividing, need the size of mesh opening independence to three-dimensional geological mechanical model, the convergence of calculated result and Mesh quality is checked, it is ensured that the reliability of calculated result;The numerical simulation calculation time is according to " QSY1416-2011 salt cave storage Air reservoir cavity design specification " it chooses;According to above-mentioned three-dimensional geological mechanical model, boundary condition, load to salt hole air reserved storeroom country rock Stress, deformation, seepage pressure carry out simulation calculating;According to cut swollen safety coefficient, equivalent strain, deflection, cubical contraction, Plastic zone, completion tubular column axial strain, natural gas penetrate safety coefficient, natural gas seepage range calculation formula, obtain calculating Stress, deformation, seepage pressure substitute into, and the corresponding numerical value of These parameters is calculated and draws out corresponding cloud atlas;It is swollen according to cutting Safety coefficient, equivalent strain, deflection, cubical contraction, plastic zone, completion tubular column axial strain, natural gas penetrate safe system The criticality safety value of number, natural gas seepage range, evaluates salt hole air reserved storeroom stability, and according to evaluation result to salt cave Gas storage operating parameter is adjusted and optimizes.
8. salt hole air reserved storeroom method for estimating stability described in -7 according to claim 1, which is characterized in that S7 specific steps are such as Under: using surveying, measurement in chamber equipment 5 years every to salt hole air reserved storeroom is primary, obtains the cubical contraction of the salt hole air reserved storeroom, cavity wall becomes Shape amount and cavity wall chip off-falling measurement result;The subsidence value of the salt hole air reserved storeroom is measured once every year using GPS and level, Obtain subsidence value;It is monitored using casing shoe and salt cave cavity leakproofness of the helium tracer to the salt hole air reserved storeroom;Benefit With the above-mentioned monitoring result in scene to cutting swollen safety coefficient, equivalent strain, deflection, cubical contraction, plastic zone, completion tubular axis of a cylinder To strain, natural gas penetrates safety coefficient, the criticality safety value of natural gas seepage range is adjusted in real time, it is ensured that determines Salt hole air reserved storeroom estimation of stability index science and reliability.
CN201910380747.7A 2019-05-08 2019-05-08 Salt cavern gas storage stability evaluation method Active CN110005407B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201910380747.7A CN110005407B (en) 2019-05-08 2019-05-08 Salt cavern gas storage stability evaluation method

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201910380747.7A CN110005407B (en) 2019-05-08 2019-05-08 Salt cavern gas storage stability evaluation method

Publications (2)

Publication Number Publication Date
CN110005407A true CN110005407A (en) 2019-07-12
CN110005407B CN110005407B (en) 2020-08-28

Family

ID=67176255

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201910380747.7A Active CN110005407B (en) 2019-05-08 2019-05-08 Salt cavern gas storage stability evaluation method

Country Status (1)

Country Link
CN (1) CN110005407B (en)

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110516977A (en) * 2019-09-02 2019-11-29 中国科学院武汉岩土力学研究所 Containing micro- infiltration layer salt hole air reserved storeroom group and its leakproofness evaluation method
CN112610275A (en) * 2020-12-15 2021-04-06 中国科学院武汉岩土力学研究所 Comprehensive evaluation index system and design method for gas production rate of salt cavern gas storage
CN112798196A (en) * 2019-11-14 2021-05-14 中国石油天然气股份有限公司 Method and device for monitoring leakage of underground gas storage
CN113155388A (en) * 2021-04-26 2021-07-23 常州大学 Salt rock gas reservoir takes intermediate layer chamber wall vibrations deformation simulation experiment device under fault effect
CN113266420A (en) * 2021-04-30 2021-08-17 中国石油天然气股份有限公司 Method for monitoring stability of salt cavern gas storage cavity
CN114060000A (en) * 2021-11-08 2022-02-18 中国科学院武汉岩土力学研究所 Shrinkage data processing method, device, equipment and system for injection-production string
CN114386134A (en) * 2020-10-20 2022-04-22 中国石油天然气股份有限公司 Salt cavern cavity evaluation method and device, computer equipment and storage medium
CN116415317A (en) * 2023-02-24 2023-07-11 郑州大学 Underground salt cavern hydrogen storage site selection coupling numerical simulation method

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107066660A (en) * 2016-12-27 2017-08-18 中国石油天然气集团公司 A kind of underground natural gas storage tank borehole wall stability analysis method
CN207728393U (en) * 2017-12-11 2018-08-14 中盐金坛盐化有限责任公司 The casing programme of chamber is made for salt hole air reserved storeroom
CN109751022A (en) * 2019-01-29 2019-05-14 江苏苏盐井神股份有限公司 A kind of note gas production method of connected well salt hole air reserved storeroom
CN109751081A (en) * 2017-11-03 2019-05-14 中国石油天然气股份有限公司 The cavity restorative procedure of salt hole air reserved storeroom

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107066660A (en) * 2016-12-27 2017-08-18 中国石油天然气集团公司 A kind of underground natural gas storage tank borehole wall stability analysis method
CN109751081A (en) * 2017-11-03 2019-05-14 中国石油天然气股份有限公司 The cavity restorative procedure of salt hole air reserved storeroom
CN207728393U (en) * 2017-12-11 2018-08-14 中盐金坛盐化有限责任公司 The casing programme of chamber is made for salt hole air reserved storeroom
CN109751022A (en) * 2019-01-29 2019-05-14 江苏苏盐井神股份有限公司 A kind of note gas production method of connected well salt hole air reserved storeroom

Non-Patent Citations (3)

* Cited by examiner, † Cited by third party
Title
周冬林等: "盐岩地层地应力测试方法", 《油气储运》 *
武志德: "考虑渗流及时间效应的层状盐岩溶腔稳定分析", 《中国博士学位论文全文数据库 基础科学辑》 *
肖强: "盐穴地下储气库运营期长期稳定性研究", 《中国优秀硕士学位论文全文数据库 工程科技I辑》 *

Cited By (14)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110516977A (en) * 2019-09-02 2019-11-29 中国科学院武汉岩土力学研究所 Containing micro- infiltration layer salt hole air reserved storeroom group and its leakproofness evaluation method
CN110516977B (en) * 2019-09-02 2022-05-10 中国科学院武汉岩土力学研究所 Method for evaluating tightness of gas storage group containing micro-permeable layer salt cavern
CN112798196A (en) * 2019-11-14 2021-05-14 中国石油天然气股份有限公司 Method and device for monitoring leakage of underground gas storage
CN112798196B (en) * 2019-11-14 2022-11-01 中国石油天然气股份有限公司 Method and device for monitoring leakage of underground gas storage
CN114386134A (en) * 2020-10-20 2022-04-22 中国石油天然气股份有限公司 Salt cavern cavity evaluation method and device, computer equipment and storage medium
CN112610275A (en) * 2020-12-15 2021-04-06 中国科学院武汉岩土力学研究所 Comprehensive evaluation index system and design method for gas production rate of salt cavern gas storage
CN113155388A (en) * 2021-04-26 2021-07-23 常州大学 Salt rock gas reservoir takes intermediate layer chamber wall vibrations deformation simulation experiment device under fault effect
CN113155388B (en) * 2021-04-26 2023-06-20 常州大学 Device for simulating vibration deformation of interlayer cavity wall of salt rock gas storage reservoir under fault action
CN113266420A (en) * 2021-04-30 2021-08-17 中国石油天然气股份有限公司 Method for monitoring stability of salt cavern gas storage cavity
CN113266420B (en) * 2021-04-30 2023-12-22 中国石油天然气股份有限公司 Method for monitoring stability of cavity of salt cavern gas storage
CN114060000A (en) * 2021-11-08 2022-02-18 中国科学院武汉岩土力学研究所 Shrinkage data processing method, device, equipment and system for injection-production string
CN114060000B (en) * 2021-11-08 2024-01-26 中国科学院武汉岩土力学研究所 Shrinkage data processing method, device, equipment and system of injection and production string
CN116415317A (en) * 2023-02-24 2023-07-11 郑州大学 Underground salt cavern hydrogen storage site selection coupling numerical simulation method
CN116415317B (en) * 2023-02-24 2023-10-13 郑州大学 Underground salt cavern hydrogen storage site selection coupling numerical simulation method

Also Published As

Publication number Publication date
CN110005407B (en) 2020-08-28

Similar Documents

Publication Publication Date Title
CN110005407A (en) Salt hole air reserved storeroom method for estimating stability
CN110096824A (en) Salt cave storage tank farm method for estimating stability
Haimson et al. Hydrofracturing stress measurements in the Iceland research drilling project drill hole at Reydarfjordur, Iceland
US4665984A (en) Method of measuring crustal stress by hydraulic fracture based on analysis of crack growth in rock
Xu et al. Excavation-induced microseismicity: microseismic monitoring and numerical simulation
CN111691872B (en) Dynamic and accurate detection method for development range and degree of coal seam overlying strata fracture
CN104614242A (en) Excavation and surrounding rock stress and strain monitoring model testing device for rock-soil chamber under complicated conditions, and method thereof
CN110348736B (en) Underground water sealed cave depot construction roadway concentrated leakage section identification method
CN110516977A (en) Containing micro- infiltration layer salt hole air reserved storeroom group and its leakproofness evaluation method
CN103233453B (en) A kind of original position soil body surveying method
CN116703244B (en) Mining subsidence area treatment effect and comprehensive evaluation method
Jalali et al. Mechanical, hydraulic and seismological behavior of crystalline rock as a response to hydraulic fracturing at the grimsel test site
JIANG et al. Prediction of water inflow in water-sealed oil storage caverns based on fracture seepage effect
CN204556387U (en) Complex condition Rock And Soil adit digging and surrouding rock stress, strain monitoring model test apparatus
CN115935588A (en) Stability evaluation method for small-well-spacing twin-well salt cavern gas storage
Sugawara et al. Rock Stress' 03: Proceedings of the Third International Symposium on Rock Stress, Kumamoto, Japan, 4-6 November 2003
Ohta et al. AECL's underground research laboratory: technical achievements and lessons learned
Wang et al. Equivalent permeability model for sealing evaluation of natural gas storage cavern in bedded rock salt
Zhang et al. Detection and evaluation of crack development near the fault zone under the influence of coal mining
Tatarinov et al. Underground Research Laboratory: To the Program of Geomechanical Research
Fahland et al. Measurement and calculation of rock stress in the Morsleben repository
Pan et al. Assessing the Feasibility of Geological CO2 Storage in a Depleted Gas Field with Multi-Scale Coupled Reservoir Geomechanics Simulation
CN116147711B (en) Device and method for testing coal mine overburden stratum fracture space-time evolution law
CN115169085A (en) Stability evaluation method for rebuilding gas storage warehouse of old cavity of salt mine with inclined interlayer
De Figueiredo Integration of in situ stress measurements in a non-elastic rock mass

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