WO2022139982A1 - Appareil et procédé de test de compteur de pression - Google Patents

Appareil et procédé de test de compteur de pression Download PDF

Info

Publication number
WO2022139982A1
WO2022139982A1 PCT/US2021/059615 US2021059615W WO2022139982A1 WO 2022139982 A1 WO2022139982 A1 WO 2022139982A1 US 2021059615 W US2021059615 W US 2021059615W WO 2022139982 A1 WO2022139982 A1 WO 2022139982A1
Authority
WO
WIPO (PCT)
Prior art keywords
pressure
volume
testing
packer
stiffness
Prior art date
Application number
PCT/US2021/059615
Other languages
English (en)
Inventor
Jean E. ELKHOURY
Thomas Berard
Emilie PEYRET
Romain Prioul
Vincenzo De Gennaro
Original Assignee
Schlumberger Technology Corporation
Schlumberger Canada Limited
Services Petroliers Schlumberger
Schlumberger Technology B.V.
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 Schlumberger Technology Corporation, Schlumberger Canada Limited, Services Petroliers Schlumberger, Schlumberger Technology B.V. filed Critical Schlumberger Technology Corporation
Priority to EP21911843.7A priority Critical patent/EP4264013A1/fr
Priority to US17/457,756 priority patent/US11933776B2/en
Publication of WO2022139982A1 publication Critical patent/WO2022139982A1/fr

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E21—EARTH OR ROCK DRILLING; MINING
    • E21B—EARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
    • E21B49/00—Testing 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
    • E—FIXED CONSTRUCTIONS
    • E21—EARTH OR ROCK DRILLING; MINING
    • E21B—EARTH OR ROCK DRILLING; OBTAINING OIL, GAS, WATER, SOLUBLE OR MELTABLE MATERIALS OR A SLURRY OF MINERALS FROM WELLS
    • E21B49/00—Testing 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
    • E21B49/006—Measuring wall stresses in the borehole

Definitions

  • aspects of the disclosure relate to testing of geological stratum. More specifically, aspects of the disclosure relate to a pressure meter testing method and apparatus using packers installed within a wellbore.
  • Elastic compliance is the inverse of elastic stiffness
  • stiffness As will be understood by those of skill in the art, the different “stiffness” terms are loosely defined in mechanics wherein, for elasticity, stiffness is in units of Pascals.
  • an arrangement may comprise a packer system and a fluid delivery system connected to the packer system.
  • the arrangement may also comprise at least one sensor system connected to the packer system and the fluid delivery system, wherein the at least one sensor system is configured to measure at least one of a pressure, a volume of fluid delivered to the packer system and a pressure experienced by the packer system.
  • the arrangement may also comprise at least one computing system configured to obtained data related to the at least one of the pressure, the volume of fluid delivered to the packer system, and the pressure experienced by the packer system and calculate a geological stiffness factor.
  • FIG. 1 is a drill rig performing a hydrocarbon recovery operation in one aspect of the disclosure.
  • FIG. 2 is a cross-section of a wireline operation of the wellbore established in FIG. 1 conducting wireline formation tests on a formation.
  • FIG. 3 is a method of performing a test on a geological stratum in accordance with one example embodiment of the disclosure.
  • FIG. 4 is a method of performing the PMT calibration portion of the test on the geological stratum of FIG. 3.
  • FIG. 5 is a method of performing the PMT measurement portion of the test on the geological stratum of FIG. 3.
  • FIG. 6 is a graph of a full deflation, increasing pressure protocol that may be used with the method of performing the PMT calibration portion of FIG. 4 or PMT measurement portion of FIG. 5.
  • FIG. 7 is a second graph of constant partial deflation protocol that may be used when performing the PMT calibration portion of FIG. 4 or PMT measurement portion of FIG. 5.
  • FIG. 8 is a third graph of increasing pressure with cycles protocol that may be used when performing the PMT calibration portion of FIG. 4 or PMT measurement portion of FIG. 5.
  • FIG. 9 is a graph of three stiffnesses as a function of pressure.
  • FIG. 10 is a graph of elastic modulus, Young’s and shear moduli, as a function of pressure.
  • FIG. 11 is a computer apparatus used in performing a method described in FIG. 3 and controlling apparatus for the wireline operations of FIG. 2.
  • FIG. 12 is a graph of pressure vs. volume pertaining to analysis performed by the method embodiment described.
  • FIG. 13 is a graph of stiffness vs. volume pertaining to analysis performed by the method embodiment described.
  • FIG. 14 is a graph of stiffness vs. pressure pertaining to analysis performed by the method embodiment described.
  • first, second, third, etc. may be used herein to describe various elements, components, regions, layers and/or sections, these elements, components, regions, layers and/or sections should not be limited by these terms. These terms may be only used to distinguish one element, component, region, layer or section from another region, layer or section. Terms such as “first”, “second” and other numerical terms, when used herein, do not imply a sequence or order unless clearly indicated by the context. Thus, a first element, component, region, layer or section discussed herein could be termed a second element, component, region, layer or section without departing from the teachings of the example embodiments.
  • wireline operations may be used, in embodiments, as described in FIG. 2, to perform testing of geological stratum penetrated by the wellbore. Such testing will include pressuremeter testing to determine a stiffness value for a geological stratum in question.
  • Methods to perform operational activities can be controlled by a computer running predefined computer programs. An example computer is described in relation to FIG. 11. This computer may also help operations personnel control various method steps in the process of determining a stiffness value, as recited in FIG. 3.
  • embodiments may be performed “while drilling”, as described in FIG. 1 with modification to drilling equipment. As a result, the reader should not infer that measurements may only be obtained during wireline operations.
  • a drilling rig 100 is illustrated.
  • the purpose of the drilling rig 100 is to recover hydrocarbons located beneath the surface 110.
  • Different stratum 104 may be encountered during the creation of a wellbore 102.
  • a single stratum 104 layer is provided.
  • multiple layers of stratum 104 may be encountered. Operators, therefore, need to assess the composition of the stratum 104 in order to maximize penetration of a drill bit 106 that will be used in the drilling process.
  • the wellbore 102 is formed within the stratum 104 by a drill bit 106.
  • the drill bit 106 is rotated such that contact between the drill bit 106 and the stratum 104 causes portions (“cuttings”) of the stratum 104 to be loosened at the bottom of the wellbore 102. Differing types of drill bits 106 may be used to penetrate different types of stratum 104.
  • drill string pipe 114 may add portions of drill string pipe 114 to form a drill string 112. As illustrated in FIG. 1 , the drill string 112 may extend into the stratum 104 in a vertical orientation.
  • the drill bit 106 is larger in diameter than the drill string 112 such that when the drill bit 106 produces the hole for the wellbore 102, an annular space is created between the drill string 112 and the inside face of the wellbore 102. This annular space provides a pathway for removal of cuttings from the wellbore 102.
  • the drilling fluids may be stored in a pit 127 located at the drill site. The pit 127 may have a liner to prevent the drilling fluids from entering surface groundwater and/or contacting surface soils.
  • Drilling fluid from the pit 127 is pumped by a mud pump 129 that is connected to a swivel 119.
  • the drill string 112 is suspended by a drive 118 from a derrick 120.
  • the drive 118 may be a unit that sits atop the drill string 112 and is known in the industry as a “top drive”.
  • Drilling fluid is provided to the drill string 112 through a swivel 119 suspended by the derrick 120.
  • the drilling fluid exits the drill string 112 at the drill bit 106 and has several functions in the drilling process.
  • the drilling fluid is used to cool the drill bit 106 and remove the cuttings generated by the drill bit 106.
  • the drilling fluid with the loosened cuttings enter the annular area outside of the drill string 112 and travel up the wellbore 102 to a shaker 109.
  • the shaker 109 is configured to separate the cuttings from the drilling fluid.
  • the cuttings after separation, may be analyzed by operators to determine if the stratum 104 currently being penetrated has hydrocarbons stored within the stratum 104 level that is currently being penetrated by the drill bit 106.
  • the drilling fluid is then recirculated to the pit 127 through the recirculation line 126.
  • Wireline operations are performed after the creation of the wellbore 102 as described in FIG. 1. Wireline operations may be accomplished to obtain subsurface petrophysical and geophysical data related to the geological stratum 104 encountered by the wellbore 102.
  • a wireline truck 350 is provided.
  • the wireline truck 350 is provided with a spool 352 that houses a cable 354.
  • the cable 354 may be a single strand or multiple strand cable unit.
  • the cable 354 is configured to allow sensors and equipment to be lowered into the wellbore 102 such that the sensors and equipment may conduct required surveys.
  • the lowering action may be accomplished by a motor 356 that is connected to the spool 352.
  • an operator may activate and deactivate the motor 356 and control associated gearing to allow the spool 352 to unwind the cable 354 at a desired rate.
  • Sensors 358 may be provided to ascertain the amount of cable 354 that has been unspooled to allow the operator to identify the location of equipment suspended by the cable 354.
  • Equipment supported by the cable 354 can be a single instrument package or multiple instrument packages.
  • such instrument packages may be modular such that different types of packages may be added together according to the needs of the operator.
  • Different types of packages may include, but not be limited to:
  • a logging tool 360 that may be called or known as a sonde.
  • the logging tool 360 is lowered into the wellbore 102 to a desired point in the geological stratum 104 and the appropriate system is actuated.
  • the wireline operator may take sensor readings at one point or may take multiple readings while changing the elevation of the logging tool 360.
  • the resulting string of measurements may be called a “log”.
  • Wireline operations may also be used in remediation of a wellbore 102 in order to increase production of hydrocarbons. Such operations, known as remediation or “workovers” may include augmenting existing wellbore 102 parameters.
  • measurements may be made during times where sensors and equipment are nonmoving. Such non-movement acquisition is defined as a “station” measurement as opposed to a “log” where data is acquired during movement of a tool.
  • wireline operations may be augmented through the use of tractors that allow for the tools to reach more horizontally positioned portions of a wellbore.
  • Such horizontal portions of a wellbore may be found, for example, in wells involving fracking operations where a “pay zone” is deposited horizontally parallel to the ground surface.
  • a tractor that grips the sides of the wellbore may be used to convey instrument packages to the desired position in the wellbore.
  • formation stiffness is desired to be calculated through use of a wirelines apparatus described in relation to FIG. 2. Such calculations are performed through use of a pressure meter testing apparatus described later. Conventional apparatus and methods cannot accurately derive formation stiffness values in an economic manner. For purposes of definition, stiffnesses in units of Pascal/m3. This quantity is extracted from pressure-volume curve, that will be related to the shear modulus (or shear stiffness in Pascal) by multiplying the stiffness in Pa by a volume quantity in m3.
  • the first factor relates to hardware.
  • Embodiments of the disclosure provide for specific hardware components that are used to accurately obtain stiffness values. These hardware components include a single packer system or multiple packers that are lowered into the wellbore in order to isolate a section of formation for testing.
  • packers used in conjunction with pressuremeter testing are relatively “stiff” compared to conventional packers. The use of packers that are “stiff” provide for an increased overall stiffness of the test bed apparatus (defined as all of the components used to conduct the test), thereby resulting in more accurate geological stiffness measurement values.
  • packers may be used in conjunction with the remainder of the selected tools, and that stiffness values may be obtained from conventional or “non-stiff’ packers. Experimental testing has identified that increasing the overall stiffness of the test bed apparatus results in superior calculated values.
  • the packers used herein may be separate units from a sensor system that is used or the packers may have sensors as an integral part of the configuration.
  • a second factor provided herein relates to calibration of the test bed apparatus and wellbore undergoing testing.
  • calibration occurs for a cemented or “cased” steel wellbore.
  • knowledge of the actual thickness of the cementing project as well as the thickness and type of steel used in formation of the wellbore establishes a well-known assemblage of parameters that can be used in the third factor.
  • the third factor is interpretation of results obtained from the tested wellbore. Using the “known” wellbore construction values obtained in the second factor, values obtained during the testing regime described later can provide for derivation of geological stiffness values based upon the known or calibrated wellbore construction.
  • a method 300 for performing a test on a geological stratum is illustrated.
  • the method 300 provides, at 302, selecting a type and number of packers that will be used in the test bed apparatus.
  • two packers that have a greater stiffness compared to stiffness of conventional packers are chosen.
  • Other embodiments may use conventional packers if an especially stiff test bed apparatus is not needed.
  • a single packer may be specified for use with a “dummy” or “can” packer that is essentially a packer that is not expandable. The use of any number of packers should not be considered limiting.
  • a single packer installation has one expandable packer with no “dummy” or “can” packer.
  • a tool string is chosen to interface with the packer(s) selected at 302.
  • the tool string may include, for example, a pump, fluid delivery systems, valving systems, safety systems, sensor systems and control systems.
  • different types of pumps may be selected, such as high volume-low pressure pumps, low volume-high pressure pumps, medium volume-medium pressure pumps and various combinations of the types described above.
  • Fluid delivery systems may include piping to deliver a fluid, such as water or other non-compressible fluid, down to the packer/double packer configuration.
  • the fluid can include, for example, tap water, filtered water, de-aired water, Glycerin, or other fluids.
  • the piping may be made of different types of materials.
  • Types of materials may include carbon steel or stainless steel, as non-limiting embodiments.
  • Different geometries of pipe may be selected, including thin-walled piping/tubing to extra-heavy walled pipe. Selection of the different properties will allow for a relatively stiffer or weaker overall stiffness for the test bed apparatus. As will be understood, having prior knowledge of a range of packer stiffness that is available as well as having prior information on the formation, a recommendation of a suitable packer may be performed based upon the field and equipment limitations. Safety systems selected may allow for single or redundant/single failure proof designs to ensure proper testing actuation. In embodiments, different displacement units may be specified for use with the remainder of the tool string.
  • the tool string may be assembled at 306 and deployed into the wellbore.
  • air is purged from the tool string assembled at 306.
  • the purpose of purging the tool string of any air present allows for modulation of the fluids to the packers selected in step 302 to provide a true non-compressible status for the tool string.
  • a test may be conducted with the tool string after purging of the air. Testing performed at 310 may be conducted in two parts, namely a PMT calibration portion and a PMT measurement portion.
  • the PMT calibration portion is described in relation to FIG. 4.
  • the PMT measurement portion is described in relation to FIG. 5.
  • the calibration portion provides a method 400 that involves, at 402, placing the assembled testing apparatus assembled in 306 to a calibration testing position. In embodiments, placement of the apparatus deep within the borehole provides results that are acceptable.
  • a series of inflation and deflation cycles are performed within the wellbore. Different inflation and deflation cycles may be used, with example alternatives described in FIGS. 6, 7 and 8. During the series of inflation and deflation cycles, pressure is measured as a function of injected volume at all points in the inflation and deflation cycle.
  • the pressure vs. volume data obtained at 404 are processed to obtain a value of stiffness as a function of pressure or deformation or volume.
  • an effective casing stiffness can be inferred.
  • This effective casing stiffness can be used to infer tool stiffness (pump, flow line + packer).
  • various embodiments of the above may be accomplished. These embodiments may measure volume injected and/or measure cavity deformation. As will be further understood, embodiments described below relate to injected volumes and calculations based upon injected volumes, however, as will be understood by a person skilled in the art, cavity deformation may also be used.
  • effective casing stiffness is defined as Me and the measured stiffness in the casing as Mme from which the packer stiffness Ms , the stiffness of the hydraulic system (pump + flowline+packer+fluid) is defined from the equation below:
  • the formation stiffness may be inferred from a PMT test conducted in FIG. 5.
  • casing may not be used within a wellbore. Aspects of the disclosure may also be used in this instance. When casing is not present, calibration may occur in a very stiff portion of the formation where there is a known stiffness or where the stiffness can be correctly approximated. In instances where a very stiff portion of the formation is not available, embodiments provide for performing calibration in a portion of the wellbore that is the stiffest and then refer this stiffness of all other formations in reference to the chosen point of stiffness (in relative terms).
  • pressure meter testing of the formation is described. As provided above, after conducting a calibration test in relation to FIG. 4, the pressure meter testing may be accomplished. In this method 500, the packer or series of packers may be moved to the target formation 502. At 504, a series of inflation and deflation protocols may be accomplished. Different protocols may be used, with non-limiting example protocols described in FIGS. 6, 7 and 8. At 506, during the series of inflation and deflation protocols, data on the pressures encountered and fluid volumes used are recorded.
  • Ms The previously derived value Ms of tool stiffness is recalled.
  • the measured pressure injected volumes in the formation are processed and produce a measured stiffness in the formation Mm according to the following equation.
  • Mm is defined as measured stiffness in formation and MR is the formation stiffness Using the values Ms and Mm the formation stiffness MR may be calculated from equation 2.
  • a static in-situ shear modulus G may be obtained from the value MR using values of contact length L of a packer and borehole radius rb through the use of equation 3.
  • the static in-situ modulus G can be reported as a single value independent of pressure or a function of pressure which may be an indication of the specific mechanical properties of the target formation.
  • the Young’s modulus can be calculated from a known Poisson’s ratio and vise-versa.
  • Processing of the data obtained from the field testing may be accomplished in the field, if desired.
  • the basic processing consists of calculating the change in pressure as a function of the change in injected volume. That is the gradient of the pressure with respect of the injected volume. This is the stiffness and has units of pressure per unit of volume.
  • reported values may be in values of Pa/m 3
  • smoothing filters may be used for calculated values to eliminate distortions in the data.
  • a moving average window may be used to eliminate noisy data. The size of the window may be selected according to the amount of data and the noise level as example factors.
  • curve fitting may be used.
  • Example embodiments may include, but not be limited to:
  • volume and pressure corrections may also be performed.
  • the pressure (P) and injected volume (V) into the packer or packers may be accounted for in some embodiments.
  • correction of data due to volume and pressure may be accomplished in some embodiments and not accomplished in others.
  • volume and pressure corrections may be insignificant to other sources of error, therefore volume and pressure corrections may be omitted.
  • sources of error may be minimized and the volume and pressure corrections may be more significant with respect to overall error. In these instances, volume and pressure corrections may be performed.
  • Pressure and volume corrections may include error developed from the influence of inflating the packer, as there may be some pressure that is spent on inflating the packer due to packer inherent stiffness, therefore the amount of pressure being exerted upon the formation may be less.
  • Such pressure and volume corrections may vary according to the size and type of packers used, as a non-limiting embodiment.
  • FIG. 6 a sample inflation protocol is illustrated. This protocol may be used in either calibration (FIG. 4) or testing (FIG. 5). As illustrated, the graph provides a plot of pressure over time. In the example embodiment, the graph provides pressure in pounds per square inch and the time axis provides time in minutes.
  • pressure in the first step is raised to a value of 1000 psi, with following steps increasing pressure up to 2000 psi, 3000 psi, 4000 psi and 5000 psi.
  • Deflation steps follow each of the inflation steps. Deflation steps may occur incrementally longer in time as the pressure increases.
  • the protocol described in FIG. 6 provides a simple protocol that may be conducted in the field. This protocol may be performed prior to any sleeve fracturing within the wellbore. Furthermore, this protocol may provide a stiffness at lower pressure compared to other inflation protocols described below.
  • FIG. 7 illustrates a second inflation protocol that may be used.
  • This inflation protocol similar to that in FIG. 6, may be used in either calibration or testing.
  • the graph provides a plot of pressure over time. In the example embodiment, the graph provides pressure in pounds per square inch and the time axis provides time in minutes.
  • pressure in the first step is raised to a value of 2500 psi followed by a partial deflation to 1000 psi. This is followed by a subsequent inflation to 3500 psi followed by a partial deflation 1000 psi. Each subsequent inflation may increase to 4500 psi and 5500 psi with deflations back to 1000 psi.
  • a third inflation protocol is illustrated. As with the protocols described in relation to FIG. 6 and FIG. 7, the third inflation protocol may be used in relation to both calibration and testing.
  • the graph provides a plot of pressure over strain (actually pressure vs time and strain vs time are used for a pressure-strain plot). In the example embodiment, the graph provides pressure in pounds per square inch and the time axis provides time in minutes. As illustrated, pressure may be increased over time with the results recorded.
  • FIG. 9 a graph of stiffness as a function of pressure is illustrated. Three data sets are illustrated in the graph. These data sets include, descending from the top of the graph, sample stiffness MR, packer stiffness Ms and measured stiffness Mm.
  • sample stiffness can vary somewhat over the range of pressures tested from 0 psi to approximately 2750 psi.
  • Packer stiffness values after initial inflation occurring at approximately 500 psi, are relatively constant at 2.5 x 10 13 Pa/m 3 . Such values are expected as, after inflation, packer stiffness should be constant or approximately constant in value over the pressure range. Measured stiffness follows a similar pattern to that of packer stiffness, wherein after full inflation of the packer(s) at 500 psi, values are consistent over the range of pressure.
  • FIG. 10 a graph of elastic moduli vs. pressure is illustrated.
  • the elastic moduli are in units of Pa, while the pressure is in pounds per square inch.
  • Values for static elastic moduli are presented at the top of the graph, while value G represents static in-situ shear modulus, obtained from Eq 3 using measured MR and known L and rb. Young’s modulus can be derived from known or assumed Poisson’s ratio.
  • values of both E and G are consistent along the tested pressures from 150 to 2750 psi, indicating that lower pressure tests yield results similar to that of higher test pressures.
  • FIGS. 12 to 14 differing graphs of laboratory data have been used to verify the accuracy of the methods described.
  • aspects of the disclosure described above provide methods that may be performed to achieve a stated goal of determining geological stiffness values as well as controlling components described in the specification.
  • the methods described may be performed by circuits and/or computers that are configured to perform such tasks.
  • FIG. 11 a computing apparatus used in the control of equipment of FIG. 1 and FIG. 2 is illustrated.
  • the computing apparatus may also be configured to perform operations steps described in FIGS. 3, 4 and 5.
  • a processor 900 is provided to perform computational analysis for instructions provided.
  • the instruction provided, code may be written to achieve the desired goal and the processor 900 may access the instructions.
  • the instructions may be provided directly to the processor 900.
  • ASICs application specific integrated circuits
  • the ASIC’s when used in embodiments of the disclosure, may use field programmable gate array technology, that allows a user to make variations in computing, as necessary.
  • the methods described herein are not specifically held to a precise embodiment, rather alterations of the programming may be achieved through these configurations.
  • the processor 900 when equipped with a processor 900, may have arithmetic logic unit (“ALU”) 902, a floating point unit (“FPU”) 904, registers 906 and a single or multiple layer cache 908.
  • the arithmetic logic unit 902 may perform arithmetic functions as well as logic functions.
  • the floating point unit 904 may be a math coprocessor or numeric coprocessor to manipulate numbers far efficiently and quickly than other types of circuits.
  • the registers 906 are configured to store data that will be used by the processor 900 during calculations and supply operands to the arithmetic logic unit 902 and store the result of operations.
  • the single or multiple layer caches 908 are provided as a storehouse for data to help in calculation speed by preventing the processor 900 from continually accessing random access memory (“RAM”) 914.
  • aspects of the disclosure provide for the use of a single processor 900.
  • Other embodiments of the disclosure allow the use of more than a single processor.
  • Such configurations may be called a multi-core processor where different functions are conducted by different processors to aid in calculation speed.
  • calculations may be performed simultaneously by different processors, a process known as parallel processing.
  • the processor 900 may be located on a motherboard 910.
  • the motherboard 910 is a printed circuit board that incorporates the processor 900 as well as other components helpful in processing, such as memory modules (“DIMMS”) 912, random access memory 914, read only memory, non-volatile memory chips 916, a clock generator 918 that keeps components in synchronization, as well as connectors for connecting other components to the motherboard 910.
  • the motherboard 910 may have different sizes according to the needs of the computer architect. To this end, the different sizes, known as form factors, may vary from sizes from a cellular telephone size to a desktop personal computer size.
  • the motherboard 910 may also provide other services to aid in functioning of the processor 900, such as cooling capacity. Cooling capacity may include a thermometer 920 and a temperature controlled fan 922 that conveys cooling air over the motherboard 910 to reduce temperature.
  • Data stored for execution by the processor 900 may be stored in several locations, including the random access memory 914, read only memory 915, flash memory 924, computer hard disk drives 926, compact disks 928, floppy disks 930 and solid state drives 932.
  • data may be stored in an integrated chip called an EEPROM, that is accessed during start-up of the processor 900.
  • the data known as a Basic Input/Output System (“BIOS”), contains, in some example embodiments, an operating system that controls both internal and peripheral components.
  • BIOS Basic Input/Output System
  • Different components may be added to the motherboard or may be connected to the motherboard to enhance processing.
  • peripheral components may be video input/output sockets, storage configurations (such as hard disks, solid state disks, or access to cloud based storage), printer communication ports, enhanced video processors, additional random access memory and network cards.
  • the processor and motherboard may be provided in a discrete form factor, such as personal computer, cellular telephone, tablet, personal digital assistant or other component.
  • the processor and motherboard may be connected to other such similar computing arrangement in networked form. Data may be exchanged between different sections of the network to enhance desired outputs.
  • the network may be a public computing network or may be a secured network where only authorized users or devices may be allowed access.
  • method steps for completion may be stored in the random access memory, read only memory, flash memory, computer hard disk drives, compact disks, floppy disks and solid state drives.
  • a method is disclosed. The method may comprise selecting a packer system for testing a geological formation and choosing components for testing the geological formation. The method may further comprise assembling the tool string components and the packer system into a test bed assembly. The method may also comprise positioning the test bed assembly tool string components into a wellbore placed within the geological formation. The method may further comprise performing a pressure meter test on the formation.
  • a method may be performed wherein the performing the pressure meter test has a calibration portion and a testing portion.
  • a method may be performed wherein the calibration portion comprises: placing the assembled tool string into a calibration testing position; conducting a series of inflation and deflation cycles with the tool string; obtaining data of pressure and volume from the series of inflation and deflation cycles; and processing the obtained data of pressure and volume to obtain a stiffness value of the tool string.
  • a method may be performed wherein at least one volume and pressure correction is performed on the data of pressure and volume from the series of inflation and deflation cycles.
  • a method may be performed wherein at least one volume and pressure correction is performed on the data of pressure and volume from the second series of inflation and deflation cycles.
  • a method may be performed wherein the testing portion comprises placing the assembled tool string into a testing position, conducting a second series of inflation and deflation cycles with the tool string, obtaining data of pressure and volume from the second series of inflation and deflation cycles and processing the obtained data of pressure and volume to obtain a stiffness value of the formation.
  • the method may be performed wherein smoothing filters are used on the obtained data of pressure and volume from at least one of the series of inflation and deflation cycles and the second series of inflation and deflation cycles.
  • the method may be performed wherein the choosing the components for testing the geological formation includes selecting a pump and a fluid delivery system.
  • the method may be performed wherein the calibration portion is performed in a section of the wellbore with a casing.
  • the method may be performed wherein the calibration portion is performed in a section of the wellbore without a casing.
  • the method may be performed wherein the method is performed on wireline.
  • the method may be performed while drilling.
  • the method may be performed wherein the selecting the packer system for testing the geological formation includes selecting a double packer arrangement.
  • the method may be performed wherein the selecting the packer system of testing the geological formation includes selecting a single packer arrangement.
  • an arrangement may comprise a packer system and a fluid delivery system connected to the packer system.
  • the arrangement may also comprise at least one sensor system connected to the packer system and the fluid delivery system, wherein the at least one sensor system is configured to measure at least one of a pressure, a volume of fluid delivered to the packer system and a pressure experienced by the packer system .
  • the arrangement may also comprise at least one computing system configured to obtained data related to the at least one of the pressure, the volume of fluid delivered to the packer system and the pressure experienced by the packer system and calculate a geological stiffness factor.
  • the arrangement may be configured wherein the fluid delivery system includes a pump.
  • the arrangement may be configured wherein the fluid delivery system further comprises a piping system.
  • the arrangement may be configured wherein the packer system is configured with a single inflatable packer.
  • the arrangement may be configured wherein the packer system is configured with at least one non-inflatable packer. [104] In another example embodiment, the arrangement may be configured wherein the arrangement is configured to be delivered by a wireline.

Landscapes

  • Life Sciences & Earth Sciences (AREA)
  • Engineering & Computer Science (AREA)
  • Geology (AREA)
  • Mining & Mineral Resources (AREA)
  • Physics & Mathematics (AREA)
  • Environmental & Geological Engineering (AREA)
  • Fluid Mechanics (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Geochemistry & Mineralogy (AREA)
  • Investigation Of Foundation Soil And Reinforcement Of Foundation Soil By Compacting Or Drainage (AREA)

Abstract

Des modes de réalisation concernent un appareil et un procédé de test de compteur de pression qui permettent à des opérations/ingénieurs de déterminer des valeurs de rigidité in situ de strate géologique.
PCT/US2021/059615 2020-12-21 2021-11-17 Appareil et procédé de test de compteur de pression WO2022139982A1 (fr)

Priority Applications (2)

Application Number Priority Date Filing Date Title
EP21911843.7A EP4264013A1 (fr) 2020-12-21 2021-11-17 Appareil et procédé de test de compteur de pression
US17/457,756 US11933776B2 (en) 2020-12-21 2021-12-06 Pressure meter testing apparatus and method

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
US202063128575P 2020-12-21 2020-12-21
US63/128,575 2020-12-21

Publications (1)

Publication Number Publication Date
WO2022139982A1 true WO2022139982A1 (fr) 2022-06-30

Family

ID=82159803

Family Applications (1)

Application Number Title Priority Date Filing Date
PCT/US2021/059615 WO2022139982A1 (fr) 2020-12-21 2021-11-17 Appareil et procédé de test de compteur de pression

Country Status (1)

Country Link
WO (1) WO2022139982A1 (fr)

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20040237640A1 (en) * 2003-05-29 2004-12-02 Baker Hughes, Incorporated Method and apparatus for measuring in-situ rock moduli and strength
US20090164128A1 (en) * 2007-11-27 2009-06-25 Baker Hughes Incorporated In-situ formation strength testing with formation sampling
US20150136388A1 (en) * 2013-09-30 2015-05-21 1464684 Alberta Limited O/A Integrity Insitu In-situ rock testing tool
EP2547865B1 (fr) * 2010-04-27 2018-08-15 Schlumberger Technology B.V. Essai des couches
WO2020206303A1 (fr) * 2019-04-03 2020-10-08 Schlumberger Technology Corporation Système et procédé d'évaluation de module d'élasticité statique d'une formation souterraine

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20040237640A1 (en) * 2003-05-29 2004-12-02 Baker Hughes, Incorporated Method and apparatus for measuring in-situ rock moduli and strength
US20090164128A1 (en) * 2007-11-27 2009-06-25 Baker Hughes Incorporated In-situ formation strength testing with formation sampling
EP2547865B1 (fr) * 2010-04-27 2018-08-15 Schlumberger Technology B.V. Essai des couches
US20150136388A1 (en) * 2013-09-30 2015-05-21 1464684 Alberta Limited O/A Integrity Insitu In-situ rock testing tool
WO2020206303A1 (fr) * 2019-04-03 2020-10-08 Schlumberger Technology Corporation Système et procédé d'évaluation de module d'élasticité statique d'une formation souterraine

Similar Documents

Publication Publication Date Title
US10385687B2 (en) Determining the imminent rock failure state for improving multi-stage triaxial compression tests
US5509474A (en) Temperature logging for flow outside casing of wells
US20170131192A1 (en) Determining the imminent rock failure state for improving multi-stage triaxial compression tests
EP1806473B1 (fr) Procédé et appareil pour mesurer la profondeur et l'azimut
AU2011371011B2 (en) Systems and methods for measuring parameters of a formation
US20030213591A1 (en) Well testing using multiple pressure measurements
US8571796B2 (en) Device and method of determining rate of penetration and rate of rotation
US20100286918A1 (en) Apparatus and method for predicting properties of earth formations
NO20211205A1 (fr)
EP2920412B1 (fr) Systèmes et méthodes de surveillance de fluides de puits de forage utilisant la microanalyse de données de pompage en temps réel
EP3947909B1 (fr) Système et procédé d'évaluation de module d'élasticité statique d'une formation souterraine
Schmitt et al. Hydraulic fracturing stress measurements in deep holes
US9714570B2 (en) Packer-packer vertical interference testing
US11933776B2 (en) Pressure meter testing apparatus and method
WO2022139982A1 (fr) Appareil et procédé de test de compteur de pression
US5883583A (en) Imaging a completion string in a wellbore
Ramakrishnan et al. Application of downhole injection stress testing in the Barnett shale formation
RU2366813C1 (ru) Способ испытания скважин, исследования пластов в процессе бурения и устройство для его осуществления
EP4390053A2 (fr) Procédés d'injection de fluides dans un puits de forage
US11230924B2 (en) Interpretation of pressure test data
US20230349286A1 (en) Geologic formation characterization
US20230067788A1 (en) Surface Tracking Method for Downhole Wellbore Position and Trajectory Determination
US8978461B2 (en) Apparatus and measuring stress in a subterranean formation
Adams The Hydraulic Fracturing Method of In-Situ Stress Testing From a Field Equipment Perspective
Pankaj et al. New Opportunities in Well and Reservoir Surveillance Using Multiple Downhole Pressure Gauges in Deepwater Injector Wells

Legal Events

Date Code Title Description
121 Ep: the epo has been informed by wipo that ep was designated in this application

Ref document number: 21911843

Country of ref document: EP

Kind code of ref document: A1

WWE Wipo information: entry into national phase

Ref document number: 2021911843

Country of ref document: EP

NENP Non-entry into the national phase

Ref country code: DE

ENP Entry into the national phase

Ref document number: 2021911843

Country of ref document: EP

Effective date: 20230721

WWE Wipo information: entry into national phase

Ref document number: 523441346

Country of ref document: SA