CN106547034B - A kind of method of determining compact reservoir rock brittleness index - Google Patents
A kind of method of determining compact reservoir rock brittleness index Download PDFInfo
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- CN106547034B CN106547034B CN201610982279.7A CN201610982279A CN106547034B CN 106547034 B CN106547034 B CN 106547034B CN 201610982279 A CN201610982279 A CN 201610982279A CN 106547034 B CN106547034 B CN 106547034B
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- G—PHYSICS
- G01—MEASURING; TESTING
- G01V—GEOPHYSICS; GRAVITATIONAL MEASUREMENTS; DETECTING MASSES OR OBJECTS; TAGS
- G01V11/00—Prospecting or detecting by methods combining techniques covered by two or more of main groups G01V1/00 - G01V9/00
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Abstract
The present invention provides a kind of method quickly calculating rock brittleness based on well-log information, to realize the quick calculating of compact reservoir rock brittleness under formation condition, promotes fine and close oil-gas reservoir Efficient Development.This method is more complicated according to rock rupture form mainly from rock rupture form and fracture energy angle, and fracture can smaller, the bigger principle of rock brittleness index.Reflect the ability of rock resistance to deformation, the rate of deformation respectively using Young's modulus, dilative angle, can be very good the Brittleness of description rock, while Young's modulus and dilative angle can also reflect the feature of different phase on stress-strain curve of rock.The weight coefficient that Young's modulus and dilative angle are calculated using grey correlation theory, to set up the new method for calculating rock brittleness index.This method is the computational methods based on well-log information fast prediction brittleness index, improves the reasonability of rock brittleness evaluation, promotes the Efficient Development of fine and close oil-gas reservoir.
Description
Technical field:
The present invention relates to unconventionaloil pool exploration and development fields, and in particular to one kind calculating fine and close storage based on well-log information
The method of layer rock brittleness index.
Background technology:
The fine and close oil and gas reserves in China is abundant, has good potentiality to be exploited, but development difficulty is larger.By shale gas reservoir
The inspiration of effective exploitation, fine and close oil-gas reservoir have carried out the practice of seam net pressure break.In stitching net pressure break, the brittleness of rock is to judge storage
The important parameter to form seam net ability is split in lamination.At present petroleum industry oil and gas development field using most mineral brittleness indexs and
The method that dynamic rock mechanics parameters calculate rock brittleness is all the summary of U.S.'s shale gas pressure break experience.And rock mechanics field
Rock brittleness be mainly based upon again rock indoor experiment stress-strain diagram and mechanical characteristics calculated, without and oil gas
Development field combines, it is difficult to be used for field application.Therefore, fine and close oil gas pressure break is badly in need of a kind of based on rock brittleness mechanics table
Now with the convenient rock brittleness computational methods of field application.
Invention content:
Deficiency of the present invention for the rock brittleness computational methods of fine and close oil gas field application at present, it is proposed that one kind is based on
The method that rock fracture energy, ruptured type and well-log information quickly calculate rock brittleness index causes to realize under formation condition
The close brittle quick calculating of reservoir rock, foundation is provided for compact reservoir design of hydraulic fracturing scheme.
The microcosmic fracture of rock can be the specific manifestation of rock brittleness with the ruptured type of macroscopic view.It is proposed by the present invention
A method of compact reservoir rock brittleness index is calculated, reflects rock resistance to deformation respectively using Young's modulus, dilative angle
The rate of ability and deformation has the principle of the Brittleness of description rock well.By assigning the corresponding weights of two parameter
To establish new rock brittleness computational methods, and the parameter value for calculating brittleness index is obtained using well-log information.Master of the present invention
Include the following steps:
1. Well logging Data prepares.Well-log information includes full wave train acustic logging or dipole acoustic and natural gamma
The data such as well logging include at least shear wave slowness, compressional wave time difference, density, porosity, the Natural Gamma-ray Logging Curves of fractured interval;
2. calculating separately out the Young's modulus of rock using shear wave slowness, compressional wave time difference, density curve, gamma ray curve
E, Poisson's ratio ν, internal friction angleShale content VshSection uses formula (1)-(5) to calculate respectively:
In formula, EdFor kinetic Youngs modulus, νdFor dynamic Poisson's ratio, ρ is density, VtFor velocity of longitudinal wave, VsFor shear wave speed
Degree,For internal friction angle, φ is porosity, and SH is natural gamma relative value, GR, GRmax、GRminRespectively target zone natural gamma
Value, the natural gamma value on pure shale stratum, the natural gamma value of pure lithologic character stratum, VshFor shale content, GCUR is to have with the age
The empirical coefficient of pass, old stratum take 3.7, and new stratum takes 2.
3. the rock-mechanics property parameter and shale content section that are obtained using step 2 be calculated compressive strength of rock and
Confining pressure section uses formula (6) and (7) to calculate respectively:
σc=(0.0045+0.0035Vsh)Ed (6)
In formula, σcFor the compression strength of rock, PcFor confining pressure, H is the depth of reservoir, and α is effective stress coefficient.
As shale content VshWhen > 0.8, effective stress factor alpha=0.6;As shale content VshWhen < 0.2, effective stress
Factor alpha=0.9;As 0.2 < V of shale contentshWhen < 0.8, effective stress coefficient
4. the dilative angle section of the compressive strength of rock and calculating of surrounding rock pressure rock that are obtained using step 3 is counted with formula (8)
It calculates;
In formula, ψ is the dilative angle of rock,For internal friction angle, σcFor compressive strength of rock, PcFor confining pressure.
5. establishing new rock brittleness index number evaluation method using Young's modulus and dilative angle the two parameters, pass through grey
Relevance theory calculates the weight coefficient of Young's modulus and dilative angle;
6. the weight coefficient that the dilative angle and step 5 that are obtained with Young's modulus, step 4 that step 2 obtains obtain, calculates
Rock brittleness index profile is obtained, rock brittleness index B is calculated with formula (9)I。
BI=W1En+W2ψn (9)
In formula, BIFor brittleness index, EnFor normalized Young's modulus, ψnFor normalized dilative angle, W1For Young's modulus
Shared weight, W2For weight shared by dilative angle.
Wherein, EnAnd ψnCalculation formula it is as follows:
In formula, E, Emax, EminThe respectively Young's modulus of stratum arbitrary point, fractured interval stratum maximum Young's modulus, pressure
Parting section stratum minimum Young's modulus;ψ, ψmax, ψminRespectively the dilative angle of stratum arbitrary point, fractured interval stratum maximum are cut swollen
Angle, fractured interval stratum minimum dilative angle.
Compared with the existing method for calculating rock brittleness index, the method have the advantages that:The present invention is based on rocks
Fracture energy and ruptured type, it is proposed that one kind can utilize well-log information fast prediction brittleness index computational methods, by rock
The brittleness of stone combines with the ruptured type of laboratory experiment rock, provides more intuitive judgement for subsurface rock brittleness, is
Fine and close oil-gas reservoir Fracturing Project optimization provides foundation, is conducive to improve fine and close oil gas fracturing effect.
Description of the drawings:
Fig. 1 is the step block diagram that the present invention calculates rock brittleness.
Fig. 2 is Dagang Oilfield compact oil reservoir 4050m~4065m well section well-log information schematic diagrames of the present invention
Fig. 3 is to calculate compact oil reservoir 4050m~4065m well section brittleness index diagrammatic cross-sections according to the method for the present invention
Specific implementation mode:
Implementation method of the present invention is described in further detail below, it is specific as follows:
By taking a certain compact oil reservoir reservoir of Dagang Oilfield aperture leakage as an example, which is 4050~4065m, the well section
Layer average pressure is 45MPa.For at buried depth of strata 4050m, brittleness index is calculated using the method for the present invention.
1. according to step 1, the shear wave slowness, compressional wave time difference, density, porosity and the natural gamma that prepare fractured interval are surveyed
Well curve, Well logging Data are as shown in Fig. 2;
2. calculating separately the Young's modulus of rock, Poisson's ratio, internal friction angle, shale using related logging data to contain
Amount, it is E=36580.5MPa, Poisson that the Young's modulus at buried depth 4050m, which is calculated, by formula (1)-(5) in step 2
Than being for v=0.258, internal friction angleShale content is Vsh=0.209;
3. it is σ to calculate separately to obtain the compressive strength of rock at buried depth 4050m according to formula (6)-(7) in step 3c
=191.44MPa, confining pressure Pc=59.85MPa, according to the formula (8) in step 4 be calculated rock dilative angle be ψ=
5.69°;
4. the weight coefficient according to the two parameters of calculating Young's modulus and dilative angle in step 5 is respectively 0.426 He
0.574, and it is that rock brittleness index is B at 4050m that buried depth, which is calculated, according to formula (9)-(11) in step 6I=
0.824。
Similarly, method through the invention can be calculated the brittleness that buried depth is 4050~4065m compact reservoir rocks and refer to
Number section, as a result as shown in Fig. 3.
Claims (5)
1. a kind of method calculating compact reservoir rock brittleness index, includes the following steps:
(1) Well logging Data prepares:Well-log information includes that full wave train acustic logging or dipole acoustic and natural gamma are surveyed
Well data include at least shear wave slowness, compressional wave time difference, density, porosity, Natural Gamma-ray Logging Curves;
(2) the Young mould of rock is calculated separately out using shear wave slowness, compressional wave time difference, density, porosity, gamma ray curve
Amount, Poisson's ratio, internal friction angle, shale content;
(3) utilize the obtained rock-mechanics property parameter of step (2) and shale content section be calculated compressive strength of rock and
Confining pressure section;
(4) the dilative angle section of the compressive strength of rock and calculating of surrounding rock pressure rock obtained using step (3);
(5) it utilizes Young's modulus and dilative angle the two parameters to establish new rock brittleness index number evaluation method, is closed by grey
Join the weight coefficient of theoretical calculation Young's modulus and dilative angle;
(6) weight coefficient that the dilative angle and step (5) that Young's modulus, the step (4) for using step (2) to obtain obtain obtain,
Rock brittleness index profile is calculated.
2. according to a kind of method of the above-mentioned calculating compact reservoir rock brittleness index of claim 1, it is characterised in that:The step
Suddenly the Young's modulus in (2), Poisson's ratio, internal friction angle, the calculation formula of shale content are:
In formula, EdFor kinetic Youngs modulus, νdFor dynamic Poisson's ratio, ρ is density, VtFor velocity of longitudinal wave, VsFor shear wave velocity,For
Internal friction angle, φ are porosity, and SH is natural gamma relative value, GR, GRmax、GRminRespectively target zone natural gamma value, pure
The natural gamma value of the natural gamma value of mudstone stratum, pure lithologic character stratum, VshFor shale content, GCUR is warp related with the age
Coefficient is tested, old stratum takes 3.7, and new stratum takes 2.
3. according to a kind of method of the above-mentioned calculating compact reservoir rock brittleness index of claim 1, it is characterised in that:The step
Suddenly the compressive strength of rock in (3) and calculating of surrounding rock pressure formula are:
σc=(0.0045+0.0035Vsh)Ed (6)
In formula, σcFor the compression strength of rock, PcFor confining pressure, H is the depth of reservoir, and α is effective stress coefficient;
As shale content VshWhen > 0.8, effective stress factor alpha=0.6;As shale content VshWhen < 0.2, effective stress factor alpha
=0.9;As 0.2 < V of shale contentshWhen < 0.8, effective stress coefficient
4. according to a kind of method of the above-mentioned calculating compact reservoir rock brittleness index of claim 1, it is characterised in that:The step
Suddenly the dilative angle calculation formula in (4) is:
In formula, ψ is the dilative angle of rock,For internal friction angle, σcFor compressive strength of rock, PcFor confining pressure.
5. according to a kind of method of the above-mentioned calculating compact reservoir rock brittleness index of claim 1, it is characterised in that:The step
Suddenly the rock brittleness index B in (6)ICalculation formula be:
BI=W1En+W2ψn (9)
In formula, BIFor brittleness index, EnFor normalized Young's modulus, ψnFor normalized dilative angle, W1Shared by Young's modulus
Weight, W2For weight shared by dilative angle;
Wherein, EnAnd ψnCalculation formula it is as follows:
In formula, E, Emax, EminThe respectively Young's modulus of stratum arbitrary point, stratum maximum Young's modulus, stratum minimum Young mould
Amount;ψ, ψmax, ψminThe respectively dilative angle of stratum arbitrary point, stratum maximum dilative angle, stratum minimum dilative angle.
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