CN111852465B - Evaluation method for obtaining shale reservoir rock core original water content by water-based mud drilling - Google Patents

Evaluation method for obtaining shale reservoir rock core original water content by water-based mud drilling Download PDF

Info

Publication number
CN111852465B
CN111852465B CN202010876130.7A CN202010876130A CN111852465B CN 111852465 B CN111852465 B CN 111852465B CN 202010876130 A CN202010876130 A CN 202010876130A CN 111852465 B CN111852465 B CN 111852465B
Authority
CN
China
Prior art keywords
water content
sample
intercepted
rock sample
center point
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.)
Active
Application number
CN202010876130.7A
Other languages
Chinese (zh)
Other versions
CN111852465A (en
Inventor
丁雪
陈方文
谭雅文
刘德才
郑强
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 University of Petroleum East China
Original Assignee
China University of Petroleum East China
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 University of Petroleum East China filed Critical China University of Petroleum East China
Priority to CN202010876130.7A priority Critical patent/CN111852465B/en
Publication of CN111852465A publication Critical patent/CN111852465A/en
Application granted granted Critical
Publication of CN111852465B publication Critical patent/CN111852465B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Classifications

    • EFIXED CONSTRUCTIONS
    • E21EARTH DRILLING; MINING
    • E21BEARTH DRILLING, e.g. DEEP 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
    • E21B49/005Testing the nature of borehole walls or the formation by using drilling mud or cutting data
    • YGENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A10/00TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
    • Y02A10/40Controlling or monitoring, e.g. of flood or hurricane; Forecasting, e.g. risk assessment or mapping

Abstract

An evaluation method for obtaining the original water content of shale reservoir cores by water-based mud drilling belongs to the field of shale gas exploration and development. The method for obtaining the water content of the shale reservoir core by water-based mud drilling comprises the following steps: (1) the method comprises the steps of (1) cleaning a complete column sample of a shale reservoir rock core just drilled and rapidly freezing the complete column sample to be below zero; (2) freezing and drilling a column sample with the diameter of 2.5cm from the edge to the center of the core complete column by liquid nitrogen; (3) cutting rock samples with different distances from the center point of the complete core column sample from the column sample with the diameter of 2.5 cm; (4) respectively measuring the mass of the materials, drying the materials for 12 hours at 200 ℃ under the condition of approximate vacuum, and then respectively measuring the mass of the materials; (5) determining the water content of the rock samples by the mass of the rock samples before and after drying; (6) and analyzing the water content change characteristics of the shale reservoirs and determining the original water content of the shale reservoirs by combining the distance from the center point of the complete core column sample.

Description

Evaluation method for obtaining shale reservoir rock core original water content by water-based mud drilling
Technical Field
The invention relates to a method for evaluating the original water content of a shale reservoir core obtained by water-based mud drilling, and belongs to the technical field of shale gas exploration and development.
Background
Shale gas is natural gas aggregation which is mainly formed in shale formations with hydrocarbon production capability in an adsorption and free state, and free gas and adsorption gas are two main occurrence modes of shale gas in shale reservoirs. The adsorption gas is mainly endowed on the inner surface of the nanoscale pores through physical adsorption, in particular to the inner surface of the organic matter nanopores and the inner surface of the nanopores contributed by clay minerals. The free gas mainly exists in the pore space which is not occupied by adsorbed gas and pore water, such as cracks, macropores, small pore centers and the like of the shale reservoir. For the sea shale reservoir with high maturity in the south of China, the pores do not contain liquid hydrocarbon. The pore space in shale reservoirs is mainly occupied by adsorbed gas, free gas, pore water and the like. The pore water content in the shale gas directly affects the shale gas content. The pore fluid water not only occupies a part of pore volume to directly influence the free shale gas quantity, but also occupies the adsorption position on the inner surface of the pore so as to reduce the shale gas quantity of the shale reservoir occurrence adsorption state. Shale gas enrichment is generally relatively low in shale reservoirs with high water content, while organic-rich shale reservoirs with lower water content are more likely to be enriched with shale gas. Shale gas reservoir water content is an important parameter for evaluating shale gas enrichment degree and carrying out shale gas resource amount calculation.
At present, the relative water content of different intervals of a shale reservoir is generally evaluated through a logging curve, specific water content values cannot be accurately evaluated, and the cost is relatively high. In addition, the in situ coring process, whether it is water-based mud or oil-based mud drilling, can affect the water content of the core to some extent, causing variations in the original water content through the core. In addition, the core is taken out and then subjected to the processes of cleaning, airing, acceptance checking, warehousing and storage and the like. These also affect the original moisture content of the core, which in turn causes some deviation in the moisture content analyzed by the core. In recent years, with the progress of technology and the increase of environmental protection pressure, the application range of water-based mud drilling fluid is more and more wide, and water-based mud drilling fluid is gradually used for replacing oil-based mud drilling fluid in the drilling process of shale intervals. In order to better evaluate shale gas reservoirs, how to evaluate the original water content of a core sample obtained in a water-based mud drilling process is a problem to be solved.
Therefore, the invention provides a method for evaluating the original water content of the core of the shale reservoir obtained by water-based mud drilling, which evaluates the original water content of the core sample obtained by utilizing water-based mud drilling fluid and provides important parameters for better evaluating the characteristics of the shale reservoir and calculating the shale gas resource amount.
Disclosure of Invention
The purpose of the invention is that: the method for evaluating the original water content of the core of the shale reservoir obtained by water-based mud drilling is provided, and the original water content of the core sample is obtained when water-based mud drilling fluid is evaluated. Overcomes the defects of the prior art that the method can not accurately and quantitatively evaluate and has high cost.
The technical scheme adopted by the invention is as follows: a method for evaluating the original water content of shale reservoir cores obtained by water-based mud drilling is characterized by comprising the following steps:
step 1: in a drilling site, a complete core column sample of a shale reservoir just drilled is not cleaned and quickly frozen to be below zero, and the state of water-based slurry drilling fluid in the core is fixed;
step 2: selecting an interval without developing cracks by utilizing a liquid nitrogen freezing rock sample drilling technology, and drilling a small column sample with the diameter of 2.5cm from the edge to the center of a complete core column sample;
step 3:rock samples with different distances from the center point of the complete core column sample are cut from small column samples with the diameter of 2.5cm, the height ranges of the rock samples are 0.5cm to 1.0cm, and the distances from the center point of the complete core column sample are respectively D 1 、D 2 、...、D n The unit of the distance from the intercepted rock sample to the center point of the complete core column sample is cm, and n is the number of intercepted rock sample samples;
step 4: the mass of the intercepted rock sample samples is measured respectively, then the rock sample samples are dried for 12 hours at the temperature of 200 ℃ under the condition of approximate vacuum, the mass of the rock sample samples is measured respectively after the drying is finished, and the mass of the rock sample samples before the drying is m respectively 1 0 、m 2 0 、...、m n 0 The mass after drying is m respectively 1 、m 2 、...、m n The unit of the sample mass is g, and n is the number of the intercepted rock sample samples;
step 5: from the mass of these intercepted rock sample samples before and after drying, their water content was calculated according to the following formula
W i =( m i 0 - m i )/ m i ×100%
In which W is i Is the water content of the intercepted ith rock sample, the unit is m i 0 And m i The weight of the intercepted ith rock sample before and after drying is g;
step 6: according to the characteristic that the water content of the intercepted rock sample changes along with the distance from the center point of the complete core column sample, determining the original water content of the shale reservoir, in an intersection graph of the water content and the distance from the center point of the complete core column sample, when the water content change amplitude of the intercepted rock sample is smaller along with the distance from the center point of the complete core column sample and finally tends to be stable, the stable value of the water content is the original water content of the shale reservoir, when the water content change amplitude of the intercepted rock sample is smaller along with the distance from the center point of the complete core column sample, but does not tend to be stable, fitting the existing data in the intersection graph of the water content and the distance from the center point of the complete core column sample, and the value of the water content tends to be stable on the fitting curve is the original water content of the shale reservoir.
The invention has the beneficial effects that: the method for evaluating the original water content of the core of the shale reservoir obtained by water-based mud drilling realizes that the original water content of the core sample is obtained when water-based mud drilling fluid is evaluated. Overcomes the defects of the prior art that the method can not accurately and quantitatively evaluate and has high cost. The raw water content of the shale reservoir core evaluated is an important parameter necessary in shale gas exploration and development.
Drawings
Fig. 1 is a flow chart of the present invention.
Fig. 2 is a graph showing the characteristic of the water content of a rock sample according to the embodiment 1 of the present invention as a function of distance from the center point of a complete core column.
Fig. 3 is a graph showing the characteristic of the water content of the rock sample according to the embodiment 2 of the present invention as a function of distance from the center point of the complete core column.
The specific embodiment is as follows:
example 1: as shown in fig. 1, a method for evaluating the original water content of a shale reservoir core obtained by water-based mud drilling comprises the following steps:
step 1: and in the drilling site, the complete core column sample of the shale reservoir just drilled is not cleaned and quickly frozen to be below zero, and the state of the water-based mud drilling fluid in the core is fixed.
Step 2: and selecting an interval without developing cracks by utilizing a liquid nitrogen freezing rock sample drilling technology, and drilling a small column sample with the diameter of 2.5cm from the edge to the center of the complete core column sample.
Step 3: 9 rock samples with different distances from the center point of the complete core column sample are cut from a small column sample with the diameter of 2.5cm, the height ranges of the rock samples are 0.5cm to 1.0cm, and the distances from the center point of the complete core column sample are 5.5cm, 4.8cm, 4.1cm, 3.4cm, 2.7cm, 2.0cm, 1.3cm, 0.6cm and 0cm respectively.
Step 4: the mass of the intercepted rock sample was measured separately, and then dried at 200 ℃ under near vacuum for 12 hours, after the drying was completed, the mass of these rock sample before drying was 7.44g, 7.30g, 7.03g, 6.78g, 6.92g, 6.94g, 6.64g, 6.70g and 6.66g, respectively, the mass after drying was 6.76g, 6.81g, 6.68g, 6.57g, 6.79g, 6.85g, 6.56g, 6.62g and 6.58g, respectively, the unit of the sample mass was g, and n was the number of the intercepted rock sample.
Step 5: from the mass of these intercepted rock sample samples before and after drying, their water contents were calculated to be 10.04%, 7.15%, 5.26%, 3.22%, 1.95%, 1.26%, 1.22%, 1.20% and 1.20% respectively according to the following formulas,
W i =( m i 0 - m i )/ m i ×100%
in which W is i Is the water content of the intercepted ith rock sample, the unit is m i 0 And m i The weight of the intercepted ith rock sample before and after drying is g.
Step 6: as shown in fig. 2, according to the characteristic that the water content of the intercepted rock sample changes along with the distance from the center point of the complete core column sample, the original water content of the shale reservoir is determined, in the intersection graph of the water content and the distance from the center point of the complete core column sample, the water content change amplitude of the intercepted rock sample is smaller along with the distance from the center point of the complete core column sample, and finally the water content tends to be stable, and the stable value of the water content is 1.20%, namely the original water content of the shale reservoir.
Example 2: as shown in fig. 1, a method for evaluating the original water content of a shale reservoir core obtained by water-based mud drilling comprises the following steps:
step 1: and in the drilling site, the complete core column sample of the shale reservoir just drilled is not cleaned and quickly frozen to be below zero, and the state of the water-based mud drilling fluid in the core is fixed.
Step 2: and selecting an interval without developing cracks by utilizing a liquid nitrogen freezing rock sample drilling technology, and drilling a small column sample with the diameter of 2.5cm from the edge to the center of the complete core column sample.
Step 3: 9 rock samples with different distances from the center point of the complete core column sample are cut from a small column sample with the diameter of 2.5cm, the height ranges of the rock samples are 0.5cm to 1.0cm, and the distances from the center point of the complete core column sample are 5.5cm, 4.8cm, 4.1cm, 3.4cm, 2.7cm, 2.0cm, 1.3cm, 0.6cm and 0cm respectively.
Step 4: the mass of the intercepted rock sample was measured separately, and then dried at 200 ℃ under near vacuum for 12 hours, after the drying was completed, the mass of these rock sample before drying was 7.44g, 7.30g, 7.03g, 6.78g, 6.92g, 6.94g, 6.64g, 6.70g and 6.66g, respectively, the mass after drying was 6.76g, 6.81g, 6.68g, 6.57g, 6.79g, 6.85g, 6.56g, 6.62g and 6.58g, respectively, the unit of the sample mass was g, and n was the number of the intercepted rock sample.
Step 5: from the mass of these intercepted rock sample samples before and after drying, their water contents were calculated to be 10.04%, 7.15%, 5.26%, 3.22%, 1.95%, 1.26%, 1.22%, 1.20% and 1.20% respectively according to the following formulas,
W i =( m i 0 - m i )/ m i ×100%
in which W is i Is the water content of the intercepted ith rock sample, the unit is m i 0 And m i The weight of the intercepted ith rock sample before and after drying is g.
Step 6: as shown in fig. 3, according to the characteristic that the water content of the intercepted rock sample changes along with the distance from the center point of the complete core column sample, the original water content of the shale reservoir is determined, the variation amplitude of the water content of the intercepted rock sample changes along with the distance from the center point of the complete core column sample, but finally the intercepted rock sample does not tend to be stable, the water content tends to be stable on a fitting curve by fitting the existing data in an intersection graph of the water content and the distance from the center point of the complete core column sample, and the value when the water content tends to be stable is about 1.21%, namely the original water content of the shale reservoir.

Claims (1)

1. A method for evaluating the original water content of shale reservoir cores obtained by water-based mud drilling is characterized by comprising the following steps:
step 1: in a drilling site, a complete core column sample of a shale reservoir just drilled is not cleaned and quickly frozen to be below zero, and the state of water-based slurry drilling fluid in the core is fixed;
step 2: selecting an interval without developing cracks by utilizing a liquid nitrogen freezing rock sample drilling technology, and drilling a small column sample with the diameter of 2.5cm from the edge to the center of a complete core column sample;
step 3: rock samples with different distances from the center point of the complete core column sample are cut from small column samples with the diameter of 2.5cm, the height ranges of the rock samples are 0.5cm to 1.0cm, and the distances from the center point of the complete core column sample are respectively D 1 、D 2 、...、D n The unit of the distance from the intercepted rock sample to the center point of the complete core column sample is cm, and n is the number of intercepted rock sample samples;
step 4: the mass of the intercepted rock sample samples is measured respectively, then the rock sample samples are dried for 12 hours at the temperature of 200 ℃ under the condition of approximate vacuum, the mass of the rock sample samples is measured respectively after the drying is finished, and the mass of the rock sample samples before the drying is m respectively 1 0 、m 2 0 、...、m n 0 The mass after drying is m respectively 1 、m 2 、...、m n The unit of the sample mass is g, and n is the number of the intercepted rock sample samples;
step 5: from the mass of these intercepted rock sample samples before and after drying, their water content was calculated according to the following formula
W i =( m i 0 - m i )/ m i ×100%
In which W is i Is the water content of the intercepted ith rock sample, the unit is m i 0 And m i The weight of the intercepted ith rock sample before and after drying is g;
step 6: according to the characteristic that the water content of the intercepted rock sample changes along with the distance from the center point of the complete core column sample, determining the original water content of the shale reservoir, in an intersection graph of the water content and the distance from the center point of the complete core column sample, when the water content change amplitude of the intercepted rock sample is smaller along with the distance from the center point of the complete core column sample and finally tends to be stable, the stable value of the water content is the original water content of the shale reservoir, when the water content change amplitude of the intercepted rock sample is smaller along with the distance from the center point of the complete core column sample, but does not tend to be stable, fitting the existing data in the intersection graph of the water content and the distance from the center point of the complete core column sample, and the value of the water content tends to be stable on the fitting curve is the original water content of the shale reservoir.
CN202010876130.7A 2020-08-27 2020-08-27 Evaluation method for obtaining shale reservoir rock core original water content by water-based mud drilling Active CN111852465B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202010876130.7A CN111852465B (en) 2020-08-27 2020-08-27 Evaluation method for obtaining shale reservoir rock core original water content by water-based mud drilling

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202010876130.7A CN111852465B (en) 2020-08-27 2020-08-27 Evaluation method for obtaining shale reservoir rock core original water content by water-based mud drilling

Publications (2)

Publication Number Publication Date
CN111852465A CN111852465A (en) 2020-10-30
CN111852465B true CN111852465B (en) 2023-06-20

Family

ID=72968169

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202010876130.7A Active CN111852465B (en) 2020-08-27 2020-08-27 Evaluation method for obtaining shale reservoir rock core original water content by water-based mud drilling

Country Status (1)

Country Link
CN (1) CN111852465B (en)

Family Cites Families (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO2011133859A1 (en) * 2010-04-23 2011-10-27 The Boards of Regents of the University of Oklahoma Nmr quantification of the gas resource in shale gas reservoirs
CN104569350B (en) * 2015-01-19 2016-03-23 西南石油大学 The method of testing of the original water saturation of the irregular full diameter rock sample of sealed coring
CN105134195A (en) * 2015-09-02 2015-12-09 中国石油天然气股份有限公司 Shale gas reservoir quality evaluation method based on logging information
CN105277464B (en) * 2015-10-26 2017-11-10 中国石油大学(北京) Recover the method for shale air content
CN105891250B (en) * 2016-03-30 2017-12-19 中国石油天然气股份有限公司 The determination method of the original water saturation of tight sandstone reservoir
CN106093299B (en) * 2016-06-02 2019-06-11 西南石油大学 A kind of tight gas reservoir drilling fluid damage evaluation experimental method
CN107631974B (en) * 2017-09-07 2019-11-12 中国海洋石油集团有限公司 A kind of tight sand is sealed with wax the acquisition methods of rock core water containing saturability
CN109488290A (en) * 2017-09-12 2019-03-19 中国石油天然气股份有限公司 Evaluation method and device of the drilling fluid to reservoir damage degree
CN109142135B (en) * 2018-09-29 2019-10-25 杨梓艺 A method of the salinity of measurement shale pore water

Also Published As

Publication number Publication date
CN111852465A (en) 2020-10-30

Similar Documents

Publication Publication Date Title
Chapuis Predicting the saturated hydraulic conductivity of soils: a review
Pittman Relationship of porosity and permeability to various parameters derived from mercury injection-capillary pressure curves for sandstone (1)
CN108694264B (en) Method for determining permeability of shale gas reservoir
CN105842416B (en) A kind of shale adsorbed gas content Dynamic calculation method based on Langmuir model
CN104075959B (en) Mud shale profit saturation method for accurate testing
CN107462936B (en) Utilize the method for pressure monitoring Data Inversion low permeability reservoir non-Darcy percolation law
CN103439238B (en) Measurement method of storage porosity in coal shale
CN105317435A (en) Horizontal well crack recognition method
Zhang et al. Comparative evaluation of pore structure heterogeneity in low-permeability tight sandstones using different fractal models based on NMR technology: a case study of Benxi Formation in the Central Ordos Basin
CN112016753A (en) Metamorphic rock buried hill productivity prediction method based on ternary coupling
CN107179232A (en) A kind of method for evaluating shale stability
Wang et al. Thermal maturity: The controlling factor of wettability, pore structure, and oil content in the lacustrine Qingshankou shale, Songliao Basin
CN111852465B (en) Evaluation method for obtaining shale reservoir rock core original water content by water-based mud drilling
Pang et al. Main controlling factors and movability evaluation of continental shale oil
Yang et al. Role of organic matter, mineral, and rock fabric in the full-scale pore and fracture network development in the mixed lacustrine source rock system
Hu et al. Pore structure and fluid uptake of the Springer/Goddard shale Formation in Southeastern Oklahoma, USA
AU2020101583A4 (en) A Method for Shale Gas Reservoirs Exploration and its System
Liu et al. Natural core-based laboratory analysis and comparisons of the mechanical and hydraulic characteristics of the soil skeleton of hydrate reservoirs in the South China Sea
CN112986096B (en) Method for quickly estimating adsorption gas volume of underground shale reservoir containing cement
Li et al. Influence and control of coal facies on physical properties of the coal reservoirs in Western Guizhou and Eastern Yunnan, China
Liu et al. Characterization of shale pore structure by multitechnique combination and multifractal analysis and its significance
CN115146483A (en) Novel movable fluid use lower limit calculation method
Zhao et al. Comparison and Verification of Gas-Bearing Parameter Evaluation Methods for Deep Shale Based on the Pressure Coring Technique
CN113640119A (en) Method for determining stress-related rock dynamic Biot coefficient
Sun et al. Characterization of Shale Porosity and Permeability by Nuclear Magnetic Resonance

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