Disclosure of Invention
In order to overcome the above-mentioned drawbacks of the prior art, it is an object of the present invention to provide a method for the impregnation of saturated CO by extrusion2The method for improving the permeability of the oil sand reservoir by using brine solves the problem of intensified permeability heterogeneity along the well hole direction in the existing oil sand liquid squeezing technology, and realizes the purpose of CO passing through the oil sand reservoir on the premise of not influencing the traditional liquid squeezing capacity expansion effect2The solution selectively erodes the argillaceous components, and the permeability heterogeneity along the well bore direction is weakened while the whole permeability of the reservoir is increased, so that the steam cavity is ensured to be uniformly expanded along the well bore direction, the crude oil yield is increased, and the crude oil recovery rate is improved.
In order to achieve the purpose, the invention adopts the technical scheme that:
by extrusion of saturated CO2The method for improving the permeability of the oil sand reservoir by using brine is characterized by comprising the following steps:
step 1): acquiring a permeability section of a reservoir layer near the SAGD well through well logging interpretation, wherein the permeability section is a section of a well bore axis passing through an I well and a P well (the I well and the P well are respectively a steam injection well and a production well in the SAGD well); researching the range from 5m above a well I to the bottom of a reservoir, layering every 1m in the vertical direction, wherein the number of layering is N, and dividing grids every 1m in each layer in the horizontal direction;
step 2): reading permeability values of grids in each layer, and measuringCalculating the permeability coefficient of variation V of each layerm(ii) a According to the distance between each layer and the shaft, different weight coefficients are given to different layers, the sum of the weight coefficients of permeability variation coefficients of each layer is 1, and the whole permeability variation coefficient V in the research range is calculatedt;
Permeability coefficient of variation V of mth layermThe formula for calculating (a) is as follows,
in the formula, m is 1-H; h is the total number of stratification in the study area; n is the number of grids of each layer; k
iPermeability values corresponding to each hierarchical mesh;
the average value of the permeability corresponding to each layered grid;
the overall permeability coefficient of variation Vt is calculated as:
Vt=λ1V1+λ2V2+…λmVm+…+λHVH
in the formula, λmA weight coefficient which is a permeability coefficient of variation of the mth layer;
step 3): if the integral permeability variation coefficient is less than 0.5, adopting conventional water injection for expansion; if the integral permeability variation coefficient is more than 0.5 and less than 0.7, injecting saturated CO at normal temperature2Expanding the volume of saline water; if the integral permeability variation coefficient is more than 0.7, injecting CO at high temperature2Expanding the volume of saturated saline;
the conventional water injection and expansion in the step 3) refers to a method for injecting underground produced fluid into the stratum according to the step 7) and the step 8); injecting saturated CO at normal temperature2The brine expansion refers to the configuration of saturated CO according to the temperature and pressure of the stratum where the reservoir is located2Brine and injected into the formation according to step 7), step 8); CO injection at high temperature2The saturated saline water expansion refers to the expansion according to the formation pressure and the steps5) The obtained optimal temperature T is configured with saturated CO2Brine and injected into the formation according to step 7), step 8);
step 4): at bottom hole pressure Pmax bottom holePreparing saturated CO at different temperatures2Brine solution, testing pH, analyzing temperature versus CO2Law of influence of the pH value of saline solutions, Pmax bottom holeThe maximum bottom hole pressure of the liquid squeezing construction is a value which is 0.5MPa lower than the fracture pressure of the stratum;
step 5): drawing a temperature-pH curve, and determining that the temperature T is the optimal temperature when the temperature is increased from T to T +10 ℃ and the pH reduction value is less than 0.2;
step 6): taking a core column from an on-site underground coring bit, and taking an underground core into a standard core column indoors; testing of initial permeability K of different core legs0Then, standard core string is placed in saturated CO2In saline water at pressure Pmax bottom holeSoaking for 2.5 days, simulating the actual pore pressure of the underground reservoir to fully saturate the core with fluid, testing the permeability of the soaked core column, and calculating the permeability improvement coefficient I of each core; plotting the initial permeability K0-permeability improvement factor I relation;
step 7): calculating the formation fracture pressure at the vertical depth of the P well as PbThe hydrostatic column pressure in the vertical depth of the P well is Pw(ii) a The maximum bottom hole pressure of the liquid squeezing construction is calculated to be 0.5MPa less than the formation fracture pressure, namely Pmax bottom hole=Pb-0.5; calculating the difference between the maximum bottom hole pressure and the hydrostatic column pressure, namely Pmax well head=Pmax bottom hole-Pw;
Step 8): cleaning the SAGD well, simultaneously controlling the well head pressure of the P well and the I well, and keeping the well head pressure of the two wells consistent; the pressure is increased step by step in four stages until the maximum wellhead pressure is reached, and the pressure increasing amplitude of each stage is Pmax well headThe pressure increase completion time of each stage is 30-60 min; after the pressure is increased in the first three stages, the constant pressure is maintained for 12h, and after the pressure is increased in the fourth stage, the constant pressure is maintained for 24h, namely the transformation is finished;
step 9): push buttonInitial permeability K0-a permeability improvement factor I relationship, multiplying the permeability of all meshes in the initial permeability profile within the investigation region by the corresponding factor I; recalculating the overall permeability coefficient of variation in the research area, and successfully modifying when the overall coefficient of variation of the stratum is reduced to be less than 0.5;
step 10): if the integral permeability variation coefficient of the stratum is still larger than 0.5, adopting saturated CO injection2Well of brine, high temperature CO injection again2Brine for 24 hours; for the adopted high-temperature injection of saturated CO2Brine wells, the injection time was extended by 2 days.
In each stratified layer in the step 1), grids are divided every 1m from the root to the toe of the horizontal well, and when the width of the last grid is greater than or equal to 0.5m, the grid is separated into one grid; when the width of the last grid is less than 0.5m, the last grid and the last grid are combined into a grid; the area range of the grid is divided into 5m from the bottom of the reservoir to the upper part of the I well in the vertical direction and from the root of the horizontal well to the toe of the horizontal well in the horizontal direction.
The weighting coefficient influencing the permeability coefficient of variation of each layer in the step 2) depends on the distance between each layer and the well bore.
The solute composition and content of the brine in the step 3) are matched with those of the produced water of the stratum.
The solute in the saline solution in the step 3) mainly comprises Na+、K+、Ca+、Mg+Isocation and Cl-、SO4 2-、HCO3 -、CO3 2-And (4) plasma.
In the step 3), the saline solution can be formed by directly using the formation water after crude oil treatment, or can be formed by using the saline solution prepared by a laboratory experiment.
The step 3) is to inject saturated CO at normal temperature2By expansion of brine or by injection of CO at high temperature2During the expansion of saturated brine, to prevent CO2The solution corrodes the bottom layer of the mudstone, two types of sieve pipes are designed and produced, wherein the common sieve pipe is used for the well I, and a special sieve pipe is used for the well PThe sieve tube, I well sieve tube all slot, P well sieve tube only upper portion slot, the lower part does not slot.
The step 4) is to prepare saturated CO2The temperature range of the saline solution is that the temperature of the stratum where the reservoir is located is 80 ℃.
The step 6) of indoor coring to obtain the standard core means that the core taken by the coring bit is processed into a standard cylinder with the diameter of 25mm and the length of 50mm by a manual or mechanical method, and the standard cylinder needs to be sealed by a sealing bag and stored in a refrigerator at the temperature of 20 ℃ below zero.
The permeability testing method in the step 6) can adopt a steady state method or a transient state method, and can adopt gas measurement or liquid measurement.
The invention has the beneficial effects that:
by cyclically injecting CO into the injection-production double horizontal well2The saturated saline water is subjected to micro-fracturing, so that the development of the near-well reservoir micro-fractures can be effectively promoted, the porosity, permeability and water saturation of the reservoir are improved, and the hydraulic and thermal communication between wells is quickly established. In addition, the argillaceous and calcite minerals are rich in CO2The corrosion in the saline acid solution is beneficial to the initiation of new pores and microcracks, the porosity and pore connectivity are improved, and the permeability is increased. CO 22During brine-rock interaction, the degree of mudstone erosion increases with increasing temperature. Oil sand is mostly argillaceous cementation, the argillaceous content is high, and CO2Water-rock reactions offer natural advantages. From the viewpoint of aging, the room test is rich in CO2The saline water is injected for about 50 hours, so that the permeability of the argillaceous cemented sandstone reservoir can be increased by about 10-100 times. This means that if the oil sand formation is cyclically injected with saturated CO2The salt water is 3-4 days or so, and the permeability of a near-well reservoir can be effectively improved. The traditional strong acid acidification method has strong destructiveness on the stratum and the cover layer, poor controllability and saturated CO2Saline solutions can make up for the above deficiencies.
The construction sequence related by the invention is before various thermal oil extraction methods, and can be smoothly completed only by utilizing the existing well type, ground and underground pipe columns. The method can obviously improve the permeability of the oil sand reservoir, thereby improving the heat convection capacity of the reservoir, has low cost and quick response, and is suitable for various thermal oil extraction technologies.
Detailed Description
The invention is further described with reference to the following figures and examples.
As shown in FIG. 1, a method of saturating CO by extrusion2The method for improving the permeability of the oil sand reservoir by using brine is characterized by comprising the following steps:
step 1): acquiring a permeability section of a reservoir layer near the SAGD well through well logging interpretation, wherein the permeability section is a section of a well bore axis passing through an I well and a P well (the I well and the P well are respectively a steam injection well and a production well in the SAGD well); researching the range from 5m above a well I to the bottom of a reservoir, layering every 1m in the vertical direction, wherein the number of layering is N, and dividing grids every 1m in each layer in the horizontal direction;
step 2): reading the permeability value of the grid in each layer, and calculating the permeability variation coefficient V of each layerm(ii) a According to each layered distance wellThe distance of the cylinder is given to different layers with different weight coefficients, the sum of the weight coefficients of the permeability variation coefficients of all layers is 1, and the integral permeability variation coefficient V in the research range is calculatedt;
Permeability coefficient of variation V of mth layermThe formula for calculating (a) is as follows,
in the formula, m is 1-H; h is the total number of stratification in the study area; n is the number of grids of each layer; k
iPermeability values corresponding to each hierarchical mesh;
the average value of the permeability corresponding to each layered grid;
the overall permeability coefficient of variation Vt is calculated as:
Vt=λ1V1+λ2V2+…λmVm+…+λHVH
in the formula, λmA weight coefficient which is a permeability coefficient of variation of the mth layer;
step 3): if the integral permeability variation coefficient is less than 0.5, adopting conventional water injection for expansion; if the integral permeability variation coefficient is more than 0.5 and less than 0.7, injecting saturated CO at normal temperature2Expanding the volume of saline water; if the integral permeability variation coefficient is more than 0.7, injecting CO at high temperature2Expanding the volume of saturated saline;
the conventional water injection and expansion in the step 3) refers to a method for injecting underground produced fluid into the stratum according to the step 7) and the step 8); injecting saturated CO at normal temperature2The brine expansion refers to the configuration of saturated CO according to the temperature and pressure of the stratum where the reservoir is located2Brine and injected into the formation according to step 7), step 8); CO injection at high temperature2The saturated saline water expansion means that saturated CO is configured according to the formation pressure and the optimal temperature T obtained in the step 5)2Brine and according to step 7),Step 8) a method of injecting into a formation;
step 4): at bottom hole pressure Pmax bottom holePreparing saturated CO at different temperatures2Brine solution, testing pH, analyzing temperature versus CO2Law of influence of the pH value of saline solutions, Pmax bottom holeThe maximum bottom hole pressure of the liquid squeezing construction is a value which is 0.5MPa lower than the fracture pressure of the stratum;
step 5): drawing a temperature-pH curve, and determining that the temperature T is the optimal temperature when the temperature is increased from T to T +10 ℃ and the pH reduction value is less than 0.2;
step 6): taking a core column from an on-site underground coring bit, and taking an underground core into a standard core column indoors; testing of initial permeability K of different core legs0Then, standard core string is placed in saturated CO2In saline water at pressure Pmax bottom holeSoaking for 2.5 days, simulating the actual pore pressure of the underground reservoir to fully saturate the core with fluid, testing the permeability of the soaked core column, and calculating the permeability improvement coefficient I of each core; plotting the initial permeability K0-permeability improvement factor I relation;
step 7): calculating the formation fracture pressure at the vertical depth of the P well as PbThe hydrostatic column pressure in the vertical depth of the P well is Pw(ii) a The maximum bottom hole pressure of the liquid squeezing construction is calculated to be 0.5MPa less than the formation fracture pressure, namely Pmax bottom hole=Pb-0.5; calculating the difference between the maximum bottom hole pressure and the hydrostatic column pressure, namely Pmax well head=Pmax bottom hole-Pw;
Step 8): cleaning the SAGD well, simultaneously controlling the well head pressure of the P well and the I well, and keeping the well head pressure of the two wells consistent; the pressure is increased step by step in four stages until the maximum wellhead pressure is reached, and the pressure increasing amplitude of each stage is Pmax well headThe pressure increase completion time of each stage is 30-60 min; after the pressure is increased in the first three stages, the constant pressure is maintained for 12h, and after the pressure is increased in the fourth stage, the constant pressure is maintained for 24h, namely the transformation is finished;
step 9): according to initial permeability K0The permeability improvement factor I, the area to be investigatedMultiplying the permeability of all grids in the initial permeability profile by a corresponding coefficient I; recalculating the overall permeability coefficient of variation in the research area, and successfully modifying when the overall coefficient of variation of the stratum is reduced to be less than 0.5;
step 10): if the integral permeability variation coefficient of the stratum is still larger than 0.5, adopting saturated CO injection2Well of brine, high temperature CO injection again2Brine for 24 hours; for the adopted high-temperature injection of saturated CO2Brine wells, the injection time was extended by 2 days.
In each stratified layer in the step 1), grids are divided every 1m from the root to the toe of the horizontal well, and when the width of the last grid is greater than or equal to 0.5m, the grid is separated into one grid; when the width of the last grid is less than 0.5m, the last grid and the last grid are combined into a grid; the area range of the grid is divided into 5m from the bottom of the reservoir to the upper part of the I well in the vertical direction and from the root of the horizontal well to the toe of the horizontal well in the horizontal direction.
The weighting coefficient influencing the permeability coefficient of variation of each layer in the step 2) depends on the distance between each layer and the well bore.
The solute composition and content of the brine in the step 3) are matched with those of the produced water of the stratum.
The solute in the saline solution in the step 3) mainly comprises Na+、K+、Ca+、Mg+Isocation and Cl-、SO4 2-、HCO3 -、CO3 2-And (4) plasma.
In the step 3), the saline solution can be formed by directly using the formation water after crude oil treatment, or can be formed by using the saline solution prepared by a laboratory experiment.
The step 3) is to inject saturated CO at normal temperature2By expansion of brine or by injection of CO at high temperature2During the expansion of saturated brine, to prevent CO2The solution corrodes the mudstone bottom layer, two types of sieve pipes are designed and produced, wherein a common sieve pipe is used for the I well, a special sieve pipe is adopted for the P well, the sieve pipe of the I well is completely slotted, and as shown in figure 2, the sieve pipe of the P well is only slotted at the upper part and is only slotted at the lower partNo slit is formed.
The step 4) is to prepare saturated CO2The temperature range of the saline solution is that the temperature of the stratum where the reservoir is located is 80 ℃.
The step 6) of indoor coring to obtain the standard core means that the core taken by the coring bit is processed into a standard cylinder with the diameter of 25mm and the length of 50mm by a manual or mechanical method, and the standard cylinder needs to be sealed by a sealing bag and stored in a refrigerator at the temperature of 20 ℃ below zero.
The permeability testing method in the step 6) can adopt a steady state method or a transient state method, and can adopt gas measurement or liquid measurement.
The embodiment is a certain SAGD well in a Xinjiang Fengcheng oil field, the vertical depth of an I well is 372m, the vertical depth of a P well is 377m, the distance between the P well and a mudstone bottom layer is 2m, the length of a horizontal section is 500m, and the fracture pressure gradient of a reservoir stratum is 0.016 MPa/m. According to the parameters, the research area can be divided into 12 layers, and each layer is divided into 500 grids. The permeability coefficient of variation of the 12 layers from top to bottom was calculated to be 0.33, 0.42, 0.65, 0.76, 0.36, 0.54, 0.78, 0.89, 0.32, 0.56, 0.87, 0.33, respectively. The permeability coefficient of variation of the 12 layers from top to bottom are respectively 1/45, 2/45, 1/15, 4/45, 1/9, 1/9, 4/45, 1/15, 4/45, 1/9, 1/9 and 4/45. The overall permeability coefficient of variation was calculated to be 0.5822.
Because the integral permeability variation coefficient is more than 0.5 and less than 0.7, the injection of saturated CO at normal temperature is adopted2And (5) expanding the volume by using saline water.
Drilling underground rock cores of a reservoir section on site in an oil field, obtaining 5 standard rock core columns indoors, testing the initial permeability of the standard rock cores, and respectively recording the initial permeability as k1、k2…k5(ii) a Respectively placing 5 standard core columns in CO2Soaking in saturated saline for 2.5 days; setting fluid pressure P by a pressure intensifiermax bottom holeThe permeability of the soaked core column was tested at 5.5MPa and was reported as k'1、k'2…k'5(ii) a Calculating the saturated CO adopted by each core column2The permeability improvement factor I after brine soaking, i.e. the ratio of the core soaked to the initial permeability, is recorded as I1、I2…I20。
Initial permeability K of 5 standard cores00.01mD, 0.2mD, 0.8mD, 1.2mD and 2.9mD in sequence, and the permeability improvement coefficients I are 19.5, 8.6, 5.6, 3.7 and 1.3 in sequence. Fitting the relationship between the initial permeability and the permeability improvement coefficient, I ═ 3.193lnK can be obtained0+4.426。
In this example, saturated CO2The base fluid of the brine adopts a brine solution matched with the produced liquid of the stratum, wherein the solute composition is as follows: HCO3 -Concentration 1496.15mg/L, Cl-The concentration is 1950.53mg/L, Ca+The concentration is 7.33mg/L, Na+And K+The concentration is 2003.16mg/L, and the total mineralization is 4970.24 mg/L.
In this example, well I used a conventional sand screen; as shown in FIG. 2, the P-well is made of a special screen, 1/2 area is slotted and 1/2 area is non-slotted. As shown in FIG. 3, the slit part is a staggered slit with a width of 0.2-0.5 mm. The production screen is run in with the slotted zone facing up as shown in figures 4-5. As shown in FIG. 6, this particular screen allows only CO2The saturated saline water extrudes liquid upwards, can avoid the mudstone bottom layer to be corroded.
In this example, the maximum wellhead pressure P for squeeze construction is calculatedmax outlet1.8 MPa. The I well and the P well are squeezed in four stages: loading the wellhead pressure of the three wells from 0 to 0.45MPa in 60min at the first stage, and maintaining the pressure of 0.45MPa for 12 hours; loading the wellhead pressure of the three wells from 0.45MPa to 0.9MPa in the second stage, and maintaining the pressure of 0.9MPa for 12 hours; loading the wellhead pressure of the three wells in the third stage from 0.9MPa to 1.35MPa, and maintaining the pressure of 1.35MPa for 12 hours; the wellhead pressure of the three wells in the fourth stage is loaded from 1.35MPa to 1.8MPa, and the pressure of 1.8MPa is maintained for 24 hours.
As shown in FIGS. 7-8, in this embodiment, saturated CO is squeezed into the reservoir2After the saline solution, a hydraulic and acid-etching composite expansion area is generated in a near well area, and a hydraulic expansion area is generated in a far well area, so that the porosity and the permeability of a reservoir stratum are effectively increased.
The permeability coefficient of variation of each layer was recalculated to have permeability coefficients of 0.23, 0.32, 0.45, 0.56, 0.24, 0.45, 0.74, 0.61, 0.22, 0.36, 0.65, and 0.25 for 12 layers from top to bottom, respectively. And according to the weight coefficient of the permeability coefficient of each layer, calculating to obtain an integral permeability coefficient of 0.4362, which indicates that the effect is better after modification and the modification is finished.
Example two:
by extrusion of saturated CO according to the invention2The modification steps, the working principle, the beneficial effects and the like of the other embodiment of the method for improving the permeability of the oil sand reservoir by using the brine are the same as those of the first embodiment, except that the permeability variation coefficients of 12 layers are as follows: the permeability coefficient of variation of the 12 layers from top to bottom are 0.35, 0.22, 0.35, 0.46, 0.34, 0.24, 0.58, 0.49, 0.38, 0.56, 0.77 and 0.43 respectively. The permeability coefficient of variation of the 12 layers from top to bottom are respectively 1/45, 2/45, 1/15, 4/45, 1/9, 1/9, 4/45, 1/15, 4/45, 1/9, 1/9 and 4/45. The overall permeability coefficient of variation was calculated to be 0.4502.
Because the integral permeability variation coefficient is less than 0.5, the conventional water injection expansion is adopted. In this example, conventional sand screens were used for wells I and P.
Example three:
by extrusion of saturated CO according to the invention2The modification steps, the working principle, the beneficial effects and the like of the other embodiment of the method for improving the permeability of the oil sand reservoir by using the brine are the same as those of the first embodiment, except that the permeability variation coefficients of 12 layers are as follows: the permeability coefficient of variation of the 12 layers from top to bottom are 0.75, 0.82, 0.65, 0.86, 0.64, 0.84, 0.58, 0.79, 0.68, 0.86, 0.77 and 0.69 respectively. The permeability coefficient of variation of the 12 layers from top to bottom are respectively 1/45, 2/45, 1/15, 4/45, 1/9, 1/9, 4/45, 1/15, 4/45, 1/9, 1/9 and 4/45. The overall permeability coefficient of variation was calculated to be 0.7444.
Because the coefficient of variation of the overall permeability is greater than 0.7, CO injection at high temperature is used2And (5) expanding the volume by saturated saline water.
The reduction in pH when the temperature increased from 55 to 65 ℃ was equal to 0.21; when the temperature increased from 65 to 75 ℃, the pH decreased by 0.18, thus determining that the temperature of 65 ℃ was the optimum temperature.
The permeability coefficient of variation of each layer was recalculated to have permeability coefficients of 0.33, 0.42, 0.54, 0.56, 0.44, 0.45, 0.34, 0.61, 0.22, 0.36, 0.65, and 0.55 for 12 layers from top to bottom, respectively. And according to the weight coefficient of the permeability coefficient of each layer, calculating to obtain an integral permeability coefficient of 0.4622, which indicates that the effect is better after modification and the modification is finished.
Example four:
by extrusion of saturated CO according to the invention2The other embodiment of the method for improving the permeability of the oil sand reservoir by using the brine has the same modification steps, working principles, beneficial effects and the like as those of the first embodiment, except for the matching relationship of all parameters in the modification steps:
the embodiment is a certain SAGD well in a Xinjiang Fengcheng oil field, the vertical depth of an I well is 372m, the vertical depth of a P well is 377m, and the fracture pressure gradient of a reservoir stratum is 0.017 MPa/m. Calculating to obtain the maximum wellhead pressure P of the squeeze constructionmax outlet2.2 MPa. The I well and the P well are squeezed in four stages: loading the wellhead pressure of the two wells from 0 to 0.55MPa within 50min at the first stage, and maintaining the pressure of 0.55MPa for 12 hours; loading the wellhead pressure of the two wells from 0.55MPa to 1.1MPa in the second stage, and maintaining the pressure of 1.1MPa for 12 hours; loading the wellhead pressure of the two wells in the third stage from 1.1MPa to 1.65MPa, and maintaining the pressure of 1.65MPa for 12 hours; and loading the wellhead pressure of the two wells in the fourth stage from 1.65MPa to 2.2MPa, and maintaining the pressure of 2.2MPa for 24 hours, namely finishing the transformation.