CA2215888C - Wellbore profiling system - Google Patents
Wellbore profiling system Download PDFInfo
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- CA2215888C CA2215888C CA 2215888 CA2215888A CA2215888C CA 2215888 C CA2215888 C CA 2215888C CA 2215888 CA2215888 CA 2215888 CA 2215888 A CA2215888 A CA 2215888A CA 2215888 C CA2215888 C CA 2215888C
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- 239000007924 injection Substances 0.000 description 12
- 238000010796 Steam-assisted gravity drainage Methods 0.000 description 8
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- 239000003027 oil sand Substances 0.000 description 7
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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
- E21B47/00—Survey of boreholes or wells
- E21B47/02—Determining slope or direction
- E21B47/022—Determining slope or direction of the borehole, e.g. using geomagnetism
-
- 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
- E21B47/00—Survey of boreholes or wells
- E21B47/06—Measuring temperature or pressure
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- Life Sciences & Earth Sciences (AREA)
- Engineering & Computer Science (AREA)
- Geology (AREA)
- Mining & Mineral Resources (AREA)
- Geophysics (AREA)
- Environmental & Geological Engineering (AREA)
- Fluid Mechanics (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Geochemistry & Mineralogy (AREA)
- Geophysics And Detection Of Objects (AREA)
Abstract
A method is presented for accurately surveying and determining the profile of the path of a subterranean wellbore containing a constant density fluid extending contiguously throughout. A first pressure sensor, associated with a downhole tool, is traversed station-by-station along the wellbore for measuring the pressure of the fluid within the wellbore at each station. A second pressure sensor is located within the wellbore fluid at a known elevation. The elevation of the first pressure sensor, at a station, is determined by adding the calculated differential height to the known absolute elevation of the second sensor. As each elevation is referenced to the second sensor, no cumulative errors are incurred. If the density of the fluid is unknown, a third pressure sensor within the wellbore fluid can be provided at a known elevation different from that of the second sensor. The areal position of each station is determined by conventional means associated with the downhole tool.
The elevation for each of a plurality of stations is combined with the areal position determined at each station to determine the path of the wellbore.
The elevation for each of a plurality of stations is combined with the areal position determined at each station to determine the path of the wellbore.
Description
CA 0221~888 1997-09-17 flELD OF THE INVENTION
2 The present invention relates to a method for accurately surveying and
3 determining the profile of the path of a subterranean wellbore.
4 BACKGROUND OF THE INVENTION
Prior art instruments are used for surveying the path of a subterranean 6 wellbore. The instruments are carried by a tool which is moved along the wellbore by 7 a wireline or pipe string. The tool is stopped at locations or stations spaced along the 8 length of the wellbore. Measurements relating to dip angle, azimuth and roll can be 9 taken at the station. The position of the tool along the length of the wellbore is known from measuring the length of wireline or pipe in the well. These measurements 11 provide information with respect to the heading and path of the wellbore for12 determination of each station's elevation and areal position (its position in the 13 horizontal plane as viewed in plan).
14 With every measurement taken, there is an associated error. With the prior art tools, each measurement is referenced from the previous measurement.
16 Errors from previous measurements are added to subsequent measurement errors, 17 accumulating and, in a worst case, compounding. This linearly additive error can 18 become significant after a number of stations.
19 The extent of error can vary between the different types of tools.
CA 0221~888 1997-09-17 The "gyro" tool is one of the most accurate of the tools. Its additive 2 errors are fairly small and are generally acceptable for most applications. The gyro 3 tool utilizes a spinning gyro to measure the rate of change of the tool's dip angle (up 4 and down), azimuth (horizontal left and right) and roll (rotation about the tool's axis).
A disadvantage of the gyro tool is its fragility and susceptibility to failure during use, 6 in what is typically a rough handling environment.
7 Another type of tool, known as a magnetic flux gate and slant tool, 8 combines measurements of the tool's horizontal orientation relative to the earth's 9 magnetic field (azimuth) and dip and roll angles using pendulums and other means.
These magnetic tools can be affected by other magnetic influences and must be 11 positioned within a non-magnetic drill collar.
12 Another commonly used tool is the MAXIBOR tool (MAXIBOR is a 13 registered trademark of Reflex Instrument AB, Sweden). The MAXIBOR tool uses an 14 optical system to measure dip and azimuth by monitoring the extent of bending of the tool along its length. The bending is caused by the curvature of the wellbore. The roll 16 of the tool is determined using a liquid level. The deflection of the drill string and 17 wellbore is calculated from measurements recording the deflected centerline offset of 18 a plurality of normally coincident reflective rings, spaced at known distances along the 19 bore of the tool's length, and establishing the orientation of the rings with respect to gravity. The accuracy achieved with the MAXIBOR tool is markedly affected by the21 fit of the tool within the wellbore. The tool is provided with centralizers to ~entralize 22 the tool within the bore of the drill string. A loose fit is often required so as to enable 23 the centralizers to clear drill string joints and pass narrow diametral bore tolerances.
CA 0221~888 1997-09-17 A loose fit reduces the net deflection of the tool and understates the wellbore 2 deflection.
3 All of the above-mentioned tools are relative-measurement tools and, 4 when used, must involve a traverse (survey from station-to-station) of the entire wellbore, from an unknown point to a known point or visa versa. By way of example, 6 if a wellbore is 700 m long and the reference station is at the beginning of the 7 wellbore, then, in seeking a profile of the last 60 m one would have to traverse the 8 entire length of the wellbore to obtain the desired information. One must know the 9 absolute coordinates (elevation and areal position) of at least one point in order to tie, or anchor, the measured coordinates to an absolute location in three dimensional11 space. This serves the same purpose, though it is not as complete, as closing the 12 loop of a surface survey to see if accumulating errors have prevented one from 13 returning to the same place one started from. If the entire survey is not performed, 14 then the measured data is left "floating~ without a correlation to a known point in three dimensional space. Carrying out an entire traverse is time consuming and successive 16 surveys typically demonstrate variable amounts of non-repeatability in the measured 17 survey end-points.
18 Both the magnetic and the MAXIBOR tools are less accurate than the19 gyro tool. While the accuracy of these tools may be adequate for some drilling exercises, it is not adequate where close control of the absolute coordinates of the 21 wellbore is required.
CA 0221~888 1997-09-17 The present invention was developed in conjunction with a pilot project 2 that required very accurate control of wellbore locations. This project was referred to 3 as the Underground Test Facility ("UTF"). It was operated in the Athabasca reservoir, 4 which contains immobile, viscous heavy oil or bitumen. The project involved sinking
Prior art instruments are used for surveying the path of a subterranean 6 wellbore. The instruments are carried by a tool which is moved along the wellbore by 7 a wireline or pipe string. The tool is stopped at locations or stations spaced along the 8 length of the wellbore. Measurements relating to dip angle, azimuth and roll can be 9 taken at the station. The position of the tool along the length of the wellbore is known from measuring the length of wireline or pipe in the well. These measurements 11 provide information with respect to the heading and path of the wellbore for12 determination of each station's elevation and areal position (its position in the 13 horizontal plane as viewed in plan).
14 With every measurement taken, there is an associated error. With the prior art tools, each measurement is referenced from the previous measurement.
16 Errors from previous measurements are added to subsequent measurement errors, 17 accumulating and, in a worst case, compounding. This linearly additive error can 18 become significant after a number of stations.
19 The extent of error can vary between the different types of tools.
CA 0221~888 1997-09-17 The "gyro" tool is one of the most accurate of the tools. Its additive 2 errors are fairly small and are generally acceptable for most applications. The gyro 3 tool utilizes a spinning gyro to measure the rate of change of the tool's dip angle (up 4 and down), azimuth (horizontal left and right) and roll (rotation about the tool's axis).
A disadvantage of the gyro tool is its fragility and susceptibility to failure during use, 6 in what is typically a rough handling environment.
7 Another type of tool, known as a magnetic flux gate and slant tool, 8 combines measurements of the tool's horizontal orientation relative to the earth's 9 magnetic field (azimuth) and dip and roll angles using pendulums and other means.
These magnetic tools can be affected by other magnetic influences and must be 11 positioned within a non-magnetic drill collar.
12 Another commonly used tool is the MAXIBOR tool (MAXIBOR is a 13 registered trademark of Reflex Instrument AB, Sweden). The MAXIBOR tool uses an 14 optical system to measure dip and azimuth by monitoring the extent of bending of the tool along its length. The bending is caused by the curvature of the wellbore. The roll 16 of the tool is determined using a liquid level. The deflection of the drill string and 17 wellbore is calculated from measurements recording the deflected centerline offset of 18 a plurality of normally coincident reflective rings, spaced at known distances along the 19 bore of the tool's length, and establishing the orientation of the rings with respect to gravity. The accuracy achieved with the MAXIBOR tool is markedly affected by the21 fit of the tool within the wellbore. The tool is provided with centralizers to ~entralize 22 the tool within the bore of the drill string. A loose fit is often required so as to enable 23 the centralizers to clear drill string joints and pass narrow diametral bore tolerances.
CA 0221~888 1997-09-17 A loose fit reduces the net deflection of the tool and understates the wellbore 2 deflection.
3 All of the above-mentioned tools are relative-measurement tools and, 4 when used, must involve a traverse (survey from station-to-station) of the entire wellbore, from an unknown point to a known point or visa versa. By way of example, 6 if a wellbore is 700 m long and the reference station is at the beginning of the 7 wellbore, then, in seeking a profile of the last 60 m one would have to traverse the 8 entire length of the wellbore to obtain the desired information. One must know the 9 absolute coordinates (elevation and areal position) of at least one point in order to tie, or anchor, the measured coordinates to an absolute location in three dimensional11 space. This serves the same purpose, though it is not as complete, as closing the 12 loop of a surface survey to see if accumulating errors have prevented one from 13 returning to the same place one started from. If the entire survey is not performed, 14 then the measured data is left "floating~ without a correlation to a known point in three dimensional space. Carrying out an entire traverse is time consuming and successive 16 surveys typically demonstrate variable amounts of non-repeatability in the measured 17 survey end-points.
18 Both the magnetic and the MAXIBOR tools are less accurate than the19 gyro tool. While the accuracy of these tools may be adequate for some drilling exercises, it is not adequate where close control of the absolute coordinates of the 21 wellbore is required.
CA 0221~888 1997-09-17 The present invention was developed in conjunction with a pilot project 2 that required very accurate control of wellbore locations. This project was referred to 3 as the Underground Test Facility ("UTF"). It was operated in the Athabasca reservoir, 4 which contains immobile, viscous heavy oil or bitumen. The project involved sinking
5 a vertical, concrete-lined shaft from surface, through an oil sand reservoir and into an
6 underlying limestone strata. A horizontal tunnel was mined through the limestone.
7 Wells were drilled upwardly out of the tunnel to the base of the oil sand and then
8 turned to extend generally horizontally through the oil sand, parallel and close to its
9 bottom surface. The wells were provided in pairs: a lower production well and an
10 upper steam injection well. The production well was drilled first. It had some deviation
11 both in profile and plan. The injection well was then drilled with a view to tracking the
12 production well so that it remained directly over the latter in coextensive, parallel,
13 vertically spaced apart relation. An oil recovery process referred to as steam assisted
14 gravity drainage ("SAGD") was then implemented. Initially, steam would be circulated
15 through both wells to create "hot fingers". The viscous oil in the interval between the
16 wells would be heated by conduction and would drain downwardly so that a "fluid
17 communication" zone would be opened between the wells. Then the upper well would
18 be converted to steam injection and the lower well would be converted to fluid
19 production. The injected steam would ascend and heat the upwardly expanding
20 surface of a chamber from which heated oil had drained. The mobilized oil and
21 condensed steam would drain into the lower well and be produced into the tunnel,
22 from whence it was recovered to ground surface.
CA 0221~888 1997-09-17 Now, it is essential that the pair of wells be drilled so that the injection 2 well was directly above the production well and spaced a constant distance from it.
3 If the wells drifted apart too much in profile or plan, an inordinate amount of time 4 would be required to heat the span between them by conduction.
It was thus necessary:
6 ~ to know accurately the path of the production well, in profile and 7 plan; and 8 ~ to accurately know and control the path of the injection well 9 during drilling, to cause it to closely track the production well.
A wellbore path may be described as laying within two orthogonal planes:
11 the profile, which represents vertical or elevation variations of the wellbore occurring 12 over the wellbore's length; and the plan, which represents horizontal variations 13 occurring over the wellbore's length.
14 The SAGD process is particularly sensitive to variations in the profile which impact the vertical separation of the injection and production wellbores and 16 adversely affect performance.
17 This sensitivity may be demonstrated by examining the effect an error 18 can have on a typical horizontal wellbore extending in excess of 600 meters in length.
19 This wellbore, say it is the production well, will not lay in a perfectly straight line but will typically vary somewhat. An acceptable imaginary target envelope would have an 21 injection well positioned somewhere within an upper bounding surface defined by a 90~
22 arc and a horizontal base positioned about 3 to 7 meters above the producer. Ideally,
CA 0221~888 1997-09-17 Now, it is essential that the pair of wells be drilled so that the injection 2 well was directly above the production well and spaced a constant distance from it.
3 If the wells drifted apart too much in profile or plan, an inordinate amount of time 4 would be required to heat the span between them by conduction.
It was thus necessary:
6 ~ to know accurately the path of the production well, in profile and 7 plan; and 8 ~ to accurately know and control the path of the injection well 9 during drilling, to cause it to closely track the production well.
A wellbore path may be described as laying within two orthogonal planes:
11 the profile, which represents vertical or elevation variations of the wellbore occurring 12 over the wellbore's length; and the plan, which represents horizontal variations 13 occurring over the wellbore's length.
14 The SAGD process is particularly sensitive to variations in the profile which impact the vertical separation of the injection and production wellbores and 16 adversely affect performance.
17 This sensitivity may be demonstrated by examining the effect an error 18 can have on a typical horizontal wellbore extending in excess of 600 meters in length.
19 This wellbore, say it is the production well, will not lay in a perfectly straight line but will typically vary somewhat. An acceptable imaginary target envelope would have an 21 injection well positioned somewhere within an upper bounding surface defined by a 90~
22 arc and a horizontal base positioned about 3 to 7 meters above the producer. Ideally,
23 the injection wellbore would remain about 4 to 5 meters directly above the production
24 wellbore. For a wellbore length of over 600 meters, an error in measuring the heading CA 0221~888 1997-09-17 of a wellbore near its start of about 1~ will result in an indicated end of the wellbore 2 being skewed over 10 meters from its actual end. Errors of this magnitude do not 3 permit a driller to confidently project that a SAGD injection wellbore will successfully 4 track the production well within the desired envelope.
Thus, a system is required that can accurately determine the path of a 6 wellbore, particularly with respect to its profile. This would better enable one to 7 accurately position the injection wellbore of an SAGD project relative to a production 8 wellbore.
A method is provided for accurately determining the profile of a wellbore.
11 Pressure sensors are provided which are in pressure sensing 12 communication with the fluid in the wellbore. This fluid extends contiguously (i.e.
13 continuously) throughout the wellbore (including the bore of the drill string) and is of 14 substantially constant density. A first pressure sensor is moveable to a plurality of locations, or survey stations, in the wellbore. A second pressure sensor is stationary 16 along the length of the wellbore, at a known elevation and areal position. Differential 17 pressure is measured between the first and second sensors. Knowing the density of 18 the fluid, the differential height of the first sensor can be determined with respect to 19 the second sensor. The absolute elevation of the first sensor is obtained by adding the differential height to the known elevation of the second sensor. The differential 21 height may be a positive or negative value. The elevation of the first sensor can be 22 obtained at a plurality of stations along the wellbore, each elevation being referenced 23 to the stationary second sensor elevation and therefore not being subject to linearly CA 0221~888 1997-09-17 additive errors. The first pressure sensor is associated with or carried by a downhole 2 tool to facilitate its positioning at each station in the wellbore.
3 Preferably, the downhole tool also carries means for measuring the dip 4 angle of the tool for determining the horizontal position of the first sensor at each station. Knowing both the absolute elevation and the horizontal position at each6 station, one can accurately determine the profile of the path of the wellbore.
7 If the tool also carried means for measuring the azimuth of the tool, the 8 areal position (two-dimensional location in a horizontal plane) of the first sensor at 9 each station can be determined. Knowing both the absolute elevation and the areal position at each station, one can accurately determine both the profile and plan of the 11 path of the wellbore.
12 In one broadly stated aspect of the invention, a method is provided for 13 determining the elevation at a survey point in a subterranean wellbore which is being 14 drilled with a drill string which contains a continuous column of fluid having a known and substantially constant density, comprising:
16 ~ positioning a downhole tool in the drill string at the survey point 17 which measures fluid pressure;
18 ~ providing means for measuring fluid pressure at a reference point 19 of known elevation, said reference measuring means being in pressure sensing communication with the column of fluid;
21 ~ providing means located outside the wellbore for calculating 22 elevations from differential fluid pressures;
CA 0221~888 1997-09-17 ~ measuring the fluid pressure at the reference point and 2 transmitting a signal indicative of the measurement to the 3 calculating means;
4 ~ measuring the fluid pressure at the survey point and transmittinga signal indicative of the measurement to the calculating means;
6 and 7 ~ calculating the elevation of the survey point knowing the pressure 8 measurements, the density of the fluid and the known elevation 9 of the reference point.
If the density of the fluid is not known, it is preferable to determine it by:
11 ~ providing means for measuring fluid pressure at a second 12 reference point of known elevation different from the elevation of 13 the first reference point, both reference points being in pressure 14 sensing communication with the column of fluid;
~ measuring the fluid pressure at the second reference point and 16 transmitting a signal indicative of the measurement to the 17 calculating means; and 18 ~ calculating the density of the fluid knowing the pressure 19 measurements and the known elevations of the first and second reference points.
21 By moving the tool from survey point to survey point, and knowing the 22 horizontal distance traversed, a two dimensional profile can be accurately determined.
23 If the profile at any time is known, the directional drilling of a wellbore can be usefully 24 guided.
CA 0221~888 1997-09-17 Accordingly, In another aspect, a method is provided for determining the 2 path of a wellbore having a bore containing a continuous column of fluid having a 3 substantially constant density, comprising:
4 ~ positioning a downhole tool at a survey point in the bore, said tool carrying means for measuring fluid pressure, means for 6 measuring the traversed distance of the tool along the wellbore, 7 and means for measuring the dip angle of the tool, all measured 8 at the survey point;
9 ~ providing means for measuring fluid pressure at a reference point of known elevation along the length of the column of fluid;
11 ~ establishing measures indicative of the elevation of the tool at the 12 survey point using the differential between the fluid pressure at 13 the survey point and the reference point and the fluid density;
14 ~ establishing measures of the dip-angle of the tool at the survey 1 5 point;
16 ~ establishing measures of the traversed distance of the tool to the 17 survey point;
18 ~ establishing measures of the horizontal location of the tool using 19 the traversed distance and the orientation of the tool at the survey point;
21 ~ moving the tool and measuring means to a new survey point; and CA 0221~888 1997-09-17 ~ repeating the measurement and moving steps for determining 2 measures indicative of the profile of the path of the wellbore 3 knowing the elevation, horizontal position and dip angle of the 4 tool, where the azimuthal deviation of the path assumed to be zero.
6 Preferably, by providing means on the tool which also measure the 7 azimuthal orientation of the tool at the survey point, one may determine the departure 8 of the survey point and determine both the profile and plan of the path of the wellbore.
9 Once the path of the wellbore is known, the advance of a drilling string in a horizontally extending wellbore can be controlled by:
11 ~ additionally providing means associated with the tool for 12 measuring the tool's rotational orientation from vertical and means 13 for measuring the bent sub's rotational orientation relative to the 14 tool, also measured at the survey point;
~ performing the measurement and tool-moving steps for 16 determining the path of the wellbore; and 17 ~ re-orienting the bent sub's rotation to change the direction of 18 advance of the drilling string knowing the rotational orientation of 19 the bent sub relative to the tool and the tools rotational orientation from vertical.
CA 0221~888 1997-09-17 BRIEF DESCRIPTION OF THE DRAWINGS
2 Figure 1 is a cross-sectional view of a well extending into a subterranean 3 reservoir, the well being fitted with a pressure sensing system of the present invention;
4 Figure 2 is a side view of a pair of wellbores extending into an oil sand formation from a shaft, the wells being spaced one above another in close, parallel 6 arrangement such as is typically the case in the SAGD process;
7 Figure 3 is a cross-sectional side view of the end of a well's drill string, 8 detailing the bent sub and showing the location of the downhole tool;
9 Figure 4 is a cross-sectional view of the pressure tool;
Figures 5 - 14 are based on data yielded by a pilot project described in 11 the Example following below; more particularly 12 Figure 5 is a graph comparing the X-Y profiles of the B3 production 13 wellbore, as determined by each of a pressure tool and a gyro tool;
14 Figure 6 is a graph comparing the Z-X departure profiles of the B3production wellbore, as determined by each of a FOTOBOR1 tool and a gyro tool;
16 Figure 7 is a graph comparing the X-Y profiles of the B3 injector 17 wellbore, as determined by each of a pressure tool and a gyro tool;
18 Figure 8 is a graph comparing the Z-X departure profiles of the B319 injection wellbore, as determined by each of a FOTOBOR tool and a gyro tool;Figure 9 is a graph showing the X-Y profile of the B2 production 21 wellbore, as determined by a pressure tool;
22 Figure 10 is a graph showing the Z-X departure profile for the B2 23 production wellbore, as determined by a MAXIBOR tool;
24 1 trade mark CA 0221~888 1997-09-17 Figure 11 is a graph showing the X-Y profile of the B2 injector wellbore, 2 as determined by a pressure tool;
3 Figure 12 is a graph comparing the Z-X departure profile of the B24 injection wellbore, as determined by a MAXIBOR tool;
Figure 13 is a graph showing the final separation, or spacing, between 6 the B3 production and injection wellbores; and 7 Figure 14 is a graph showing the final separation, or spacing, between 8 the B2 production and injection wellbores.
9 DETAILED DESCRIPTION OF THE PREFERRED EM~3ODIMENT
As previously mentioned, the invention was developed in connection with 11 the UTF test facility for recovering oil from subterranean oil sand. This facility involved 12 pairs of vertically spaced and parallel wells extending horizontally through the oil sand.
13 The wells were drilled from a tunnel at the foot of a vertical shaft. The UTF facility is 14 schematically shown in Figure 2.
However, the invention also finds application in horizontal wells drilled 16 from ground surface as well as conventional vertical wells.
17 The invention is first described in the context of a horizontal well drilled 18 from ground surface, as shown in Figure 1.
19 More particularly, the well 1 has a wellbore 2 comprised of a vertical segment 3, a horizontal segment 4 and a curved segment ~ joining segments 3 and 21 4.
CA 0221~888 1997-09-17 A drill string 6 extends through the wellbore 2. The bore 7 of the drill 2 string 6 and the annular space 8, formed between the drill string and the wellbore wall 3 9, is filled with drilling fluid 10 having a generally constant density.
4 The wellbore 2 extends downwardly from ground surface 1 1, through the overburden 12 and bends to extend horizontally through the reservoir 13.
6 The path of the well 1 is defined by a series of coordinates referenced 7 to the three orthogonal axes, X, Y, and Z. The X axis extends horizontally along the 8 intended path of the horizontal wellbore (ie. oriented towards the East). The Y axis 9 represents vertical variations (elevation) referenced from the X axis. Taken together, the variation in the well's path in X and Y coordinates is termed the profile (side view) 11 and is shown in Figure 1.
12 . The Z axis represents lateral variations or departure in the path, as 13 referenced from the X axis. The X and Z coordinates define an overhead view of the 14 path that is termed the "plan" (not shown). Taken together, the profile and plan define the absolute coordinates of the path of the well 1 in three-dimensional, orthogonal 1 6 space.
17 To establish the path of the wellbore 2, the elevation Y, the horizontally 18 extending length X and the departure Z of the wellbore from the X axis must be 19 determined at a plurality of locations or survey stations A, B, C, and so on.
For establishing an absolute measure of the elevation along a wellbore 21 2, a pressure tool 14 is fitted with a first pressure sensor 15. The pressure tool 14 is 22 adapted to work downhole in a wellbore. The first pressure sensor 15 is in 23 communication with the fluid 10 extending through the drill string 6, thus providing 24 measures of the fluid's pressure. The pressure tool 14 can be run on a cable or CA 0221~888 1997-09-17 wireline ~7 (not shown in Figure 1) into the drill string 6 and moved incrementally to 2 each of the survey stations A,B,C etc. A second pressure sensor 16 is positioned in 3 the drill string 6, in communication with the same fluid 10 near the bottom of the 4 vertical section 2, at a known elevation.
If the density of the fluid 10 is unknown, an optional third pressure sensor 6 17 is placed in the wellbore 2, in communication with the fluid 7, at a known elevation 7 different from the second sensor 16 and preferably between the surface 4 and the 8 second sensor.
9 Fluid pressure (P3) measured at the third pressure sensor 17 can be compared with the fluid pressure (P2) measured at the second pressure sensor 16.11 From a knowledge of the vertical distance h2 3 between the second and third sensors 12 16,17 one can calculate the density (p) of the fluid extending therebetween.13 Numerically this is represented as:
p = (P2 - P~) (1 ) h2-3 ~7 14 To determine the elevation at survey station A, the pressure tool 14, with the first pressure sensor 15, is moved to position A in the wellbore 2. Fluid pressure 16 (P1~ measured at the first pressure sensor 15 is compared with the fluid pressure (P2) 17 measured at the second pressure sensor 16. Knowing the density of the fluid (p) 18 extending contiguously therebetween one can calculate the differential height (h,.2).
19 Numerically this is represented as:
CA 0221~888 1997-09-17 h1 2 = 1 g~) (2) The elevation of the first pressure sensor 15 at that station A is 2 determined by adding the differential height h1.2 to the known absolute elevation at the 3 second pressure sensor 16.
4 The downhole tool 14 and first pressure sensor 15 can be repeatedly moved along the wellbore from station-to-station to determine the absolute elevation 6 at each of a plurality of stations A, B, C etc.
7 The higher the precision of the pressures sensors 15,16,17, the greater 8 is the accuracy of the elevation determination.
9 Several corrections to the elevation may be required. If pressure sensor measurements are acquired during active drilling, then the actual flow of fluid 10 11 introduces additional complicating variables, including the velocity head and head loss 12 to friction. Preferably the flow of fluid is shut in and the above simplified equations are 13 sufficient. Gravity variations due to elevation change are found to be negligible.
14 Variation in surface-to-downhole temperature must be compensated for if using temperature sensitive pressure sensors.
16 Having determined the elevation Y at each station, one must determine 17 the horizontally extending location X of the station to define the profile and the 18 departure Z at each station to define the plan.
CA 0221~888 1997-09-17 The horizontally extended length ax between stations is determined from 2 a geometric reduction of the distance traversed by the tool along the wellbore 2 and 3 the heading at each station A,B,C. The heading provides the angular orientation of 4 the wellbore 2, in particular; the dip angle, providing relative vertical variation aY, and azimuth, providing relative departure variation ~Z.
6 If the azimuth or departure az is zero, that is, the wellbore 5 does not 7 depart laterally from a linear course, then the X and Y coordinates are determinable 8 using the pressures sensors, the traversed distance along the wellbore and the dip 9 angle of the wellbore at each station.
If the departure is non-zero, the X and Z coordinates (areal position) of 1 1 each station along the wellbore are not determinable using the pressure sensors 15,16 12 alone. Such areal positioning means typically comprise known relative measurement 13 tools, such as the aforementioned gyro and MAXIBOR tools.
14 The elevation information obtained using the pressure sensors 15,16,17 is accurate. The areal positioning information obtained from relative measurement 16 tools is less accurate. The significance of obtaining an improvement in accuracy for 17 only one of three dimensions (elevation) is illustrated in an example which 18 demonstrates application of the present invention to a SAGD process.
CA 0221~888 1997-09-17 EXAMPLE
3 Having reference to Figure 2, a typical SAGD producer/injector well pair 4 is shown. A total of three well pairs were drilled; the results from two of which are presented, identified as B3 and B2. Well pair B3 was the pair drilled first. A producer 6 wellbore 20 and an injector wellbore 21 were drilled generally upwardly into an oil 7 sand formation 22 from a well head 25 located in an access tunnel 23 formed in a 8 underlying limestone formation 24. Drilling fluid 26 was supplied through a stand pipe 9 27 connecting the well head 25 to the ground surface 28. Both the producer and injector wellbores 20,21 were initiated near the ceiling of the tunnel 23 and were 11 spaced apart laterally by about 2 meters. The producer wellbore 20 curved upwards 12 and then deviated to extend substantially horizontally for about 600 meters, positioned 13 about 1 meter above the interface 29 of the oil sand and limestone formations 22,24.
14 The limestone interface 29 was pre-determined from vertical well coring data. The injector wellbore 21 curved both laterally (to close the initial 2 meter lateral offset) and 16 upwards to assume a position above the producer wellbore 20. The injector wellbore 17 21 then also deviated to extend horizontally above the producer wellbore 21. The 18 objective was for the injector wellbore 21 to extend substantially parallel and spaced 19 within a certain tolerance (envelope) from the producer wellbore 20.
CA 0221~888 1997-09-17 The wellbores 20,21 used in the SAGD implementation were specialized 2 in that they comprised both an inner drill string 30 and an outer drill string 31. The 3 outer drill string 31 was fitted with a bent sub 32 at its end. The bent sub 32 was 4 rotatable with the outer drill string 31 so as to orient it and enable directional drilling.
Referring to Figure 3, the inner drill string 30 was connected at its end by a kelly 33 6 and universal joint 34 to a hollow tail shaft 35 extending through the bent sub 32. The 7 tail shaft 35 was guided with bearings 36 and was connected to a drill bit 37 projecting 8 from the end of the bent sub 32. The inner drill string 30 rotated the drill bit 37 for 9 drilling. Drilling fluid 26 was pumped through the annular space 39 between the outer and inner drill strings 31,30. The fluid 26 was shunted over from the annulus 39, 11 through a port 40 and on through the tail shaft 35 so as avoid the bearings. The fluid 12 26 ultimately exited at the bit 37. A check valve 41 prevented a return flow of fluid 26 13 back up the inner drill string 30.
CA 0221C,888 1997-09-17 THE TOOLS
2 Referring to Figures 2 - 4, a pressure tool 50 was provided comprising 3 a first pressure sensor 51, a temperature sensor 52, an accelerometer triad 53 and 4 a magnetic sensor pickup 54 mounted within in a non-magnetic beryllium copperhousing 55. The accelerometer triad 53 measured the orientation of the tool 50 6 relative to gravity in three orthogonal axes. Stated otherwise, the accelerometer triad 7 provided three accelerometers, each oriented along one of the X, Y, Z axes. The 8 device was used as an inclinometer to measure the pitch (dip angle) and roll9 (rotational orientation) angles of the bore hole at a station. An appropriate power supply, data conditioning electronics and signal amplifiers 56 were also located within 11 the tool's housing. A wireline 57 extended between the tool 50 and the well head 25 12 - for the transmission of data. A digital encoder was associated with the wireline feed 13 winch (not shown) located at the well head 25 for measuring the distance the tool 50 14 moved along (traversed) the wellbore. Fluid 26 was used to propel the pressure tool 50 and other tools down the inner drill string 30. The wireline 57 was used to retrieve 16 (winch in) the tool.
17 A second pressure sensor 58 was p~sitioned at the bottom of the tunnel 18 23 at the well head 25. A third pressure sensor 59 was positioned higher in the stand 19 pipe 26, above the tunnel 23.
The pressure sensors 51,58,59 used were of the quartz crystal 21 transducer type. More specifically, each pressure sensor was a Series 1000, 22 "Digiquartz Intelligent Transmitter" available from Paroscientific. The sensors were 23 capable of yielding an actual accuracy of +0.5 meters in the wellbore.
CA 0221~888 1997-09-17 A temperature sensor 52 was used to provide information for correcting 2 the pressure sensor output in a conventional manner.
3 Each accelerometer of the triad 53 was a Columbia Research Labs, Inc., 4 model # SA-120R.
For directional drilling, determination of the orientation of the bent sub 6 32 was also important. The orientation of the bent sub was not directly determinable.
7 Although the bent sub 32 is rigidly connected to the outer drill string 31, which is 8 visible at the tunnel 23, there are unknown rotational variations due to the intervening 9 joint connections and the torsional elasticity of the long drill string 31. Therefore, an array 60 of magnets was positioned on the outer drill string 31, adjacent the end of the 11 inner drill string 30. The magnetic sensor 54 in the pressure tool 50 detected the 12 alignment of the array 60, orienting the bent sub 32 to the tool 50. The beryllium 13 copper tool housing 55 prevented interference with the magnetic sensor 54.
14 The tool's accelerometer triad 53 oriented any rotation of the tool 50 to vertical. Therefore, the bent sub 32 rotational orientation to vertical was then16 determinable.
17 The areal position (in two dimensions, X is determined and Z is assumed 18 = zero) of the pressure tool 50 was determined from the geometric relationship of the 19 dispensed length of wireline 57 and the incremental relative orientation of the pressure tool 50 from station-to-station. The dip angle of the pressure tool at each station was 21 determined from the accelerometer triad 53. This combination of elevation Y, distance 22 traversed by the tool and the tool's dip angle ffrom which X can be determined) 23 permitted a two-dimensional determination of the wellbore profile (X,Y). The elevation CA 0221~888 1997-09-17 Y determination was absolute. The accuracy of the calculated horizontal extending 2 length X of the wellbore was adversely affected by linearly additive errors.3 The horizontally position was also affected by any departure ~Z from an 4 ideal linear path in plan (X,Z).
~or detecting significant lateral variations or departure Z in the wellbore 6 path, conventional relative tools such as the gyro or MA~(IBOR tool were used. The 7 MAXIBOR tool was preferred as it was more rugged. Both relative tools were capable 8 of independently determining dip angle, azimuth and roll, thereby enabling them to 9 establish measures of variation of the wellbore 20,21 from the intended wellbore path in both profile and plan.
12 A wellbore survey required the use of both a relative tool and the13 pressure tool. The relative tool was used occasionally to provide measurements for 14 determining the departure data and the pressure tool was used repeatedly andfrequently to provide accurate elevation data as the drilling progressed.
16 Initially and periodically thereafter, a full survey traverse was performed 17 by running a relative tool, such as a gyro or MAXIBOR tool, in the inner drill string 31 18 and pumping it downhole to the end of a wellbore 20,21. Advantageously, as the 19 inner string 31 was free of drilling fluid or mud (excluded by the check valve 41), mine water was used to pump the tool downhole. As a fluid 26, the mine water was ideal, 21 being relatively clean and having a constant, known density.
CA 0221~888 1997-09-17 Wireline 57 was dispensed correspondingly from the wireline winch as 2 the tool was run in. The wireline 57 was then winched back in, typically in 3 meter 3 increments, between stations A-B, B-C, etc.
4 The relative tool measured the change in displacement between stations as recorded by the length of wireline 57 retrieved. The tool also measured the dip 6 angle and the azimuth at the current station. The tool was moved repeatedly and 7 incrementally to the start of the wellbore 20,21, obtaining measurements at each 8 station, to complete a traverse. The relative tool had to be traversed to the start of the 9 wellbore to tie in all the relative data with the known heading and position of the well head. The heading and coordinates at the well head 25 had been accurately and 11 previously obtained using conventional mine survey methods.
12 An elevation-determining traverse was similarly performed by pumping 13 the pressure tool downhole. The pressure tool 50 and the relative tools could be 14 pumped downhole sequentially or together.
As vertical changes in the dip angle of the wellbore typically exhibit 16 greater variation ~Y (related to the effort to maintain dip angle against gravity) than 17 do the azimuthal changes ~Z, relative tools suffer greater errors in determining 18 elevation Y than they do in determining departure Z. Therefore, although relative tools 19 provided satisfactory accuracy for departure, there was a greater dependence upon the pressure tool 50 survey to derive accurate elevation information and thus 21 contribute to the determination of the wellbore profile.
22 Once the full survey traverse with both tools was completed, the absolute 23 coordinates of the end of the wellbore were known, and in particular, the elevation was 24 accurately known.
CA 0221~888 1997-09-17 The wellbore was further extended, drilling addition sections and 2 performing elevation-determining surveys after each section was drilled. The 3 additional survey data was acquired to ensure the elevation of the newly drilled 4 wellbore continued to lay along the desired path. Using the traversed distance and 5 the known elevation of the end of the previous survey, it was possible to pump the 6 pressure tool downhole and start the next survey where the previous survey left off.
7 In this way, a time consuming full survey was avoided, making it possible to quickly 8 and accurately measure and determine the critical elevation data and thus guide the 9 new section of wellbore. Any variations in the departure (which may be determined 10 only with a relative tool) would be compensated for after the next full survey.
11 Accordingly, the pressure tool 50 was pumped downhole to the newly 12 drilled section of wellbore. Any differential pressure across the tool, resulting from its 13 movement, was permitted to equalize. The pressure tool 50 accurately established 14 the elevation for several new stations along the wellbore. This new elevation data was 15 then correlated to the previously obtained elevation data so as to add to and extend 16 the previously determined path of the wellbore.
17 With solely relative tools, a typical full traverse consumed about 3 hours 18 and was only performed once per day to minimize down-time, after about every 60 19 meters of drilling. With the pressure tool, it was now possible to drill as little as 12 20 meters and perform a quick 15 minute survey to confirm the elevation results without 21 the need for a full traverse. More frequent checking of the wellbore path resulted in 22 better drilling guidance.
CA 0221~888 1997-09-17 2 In the well pair B3, the producer well B3P was first drilled and then 3 surveyed using a gyro, a FOTOBOR~ tool and the pressure tool. The FOTOBOR tool 4 was simply an earlier, non-digital version of the MAXI~OR tool and was similar in all other respects. The gyro tool was used to measure and report both profile and plan 6 data. The FOTOBOR tool was used to measure and report plan data. The pressure 7 tool and wireline were used to measure and report profile data.
8 As seen in Figure 5, a profile, as charted from the gyro and the pressure 9 tool data, is presented. Note the ever increasing variance of the relative gyro tool-derived elevation data from the absolute, pressure tool-derived data. Figure 6 shows 11 the wellbore plan, presenting the lateral departure as derived from both the gyro and 12 FOTOBOR tools. The data derived from the less-accurate FOTOBOR tool shows an13 ever accumulating error, or variance, from the gyro tool-derived data.
14 Using the pressure tool-derived profile and the average relative tool-derived plan, the wellbore path was charted for the producer B3P. The injector 16 wellbore path B31 was then drilled with an objective of remaining within a 3 to 7 meter 17 envelope from the charted path of the producer well B3P. The corresponding profile 18 and plan data for the injector B31 is shown in Figures 7 and 8. By comparing the 19 three-dimensional coordinates of the paths of the producer and injector wellbores, the actual separation between the wells was calculated, shown in Figure 13. The 21 separation remained, for the most part, within the envelope objectives at about 3 to 22 5 meters (the original separation of 2 meter represents the initial lateral spacing of the 23 wellbores).
24 ~ trade ma~<
CA 0221~888 1997-09-17 2 The B2 well pair represents the last well pair drilled and is demonstrative 3 of accumulated experience and improved technique. The producer well B2P was first 4 drilled and then surveyed using both a MAXIBOR and the pressure tool.
As seen in Figure 9, the profile, as charted by the pressure tool, is 6 presented. Figure 10 presents the plan data as derived from the MAXIBOR tool.
7 Using the profile and plan data from the producer B2P, the path of the 8 injector wellbore B21 was also drilled with the objective of guiding it to remain within 9 a 3 to 7 meter envelope from the known profile of B2P. The corresponding profile and plan data for the injector B21 is shown in Figures 11 and 12. As shown in Figure 14, 11 the separation of the wellbores B2P and B31 remained clearly within the envelope 12 objectives. In fact, the separation fell mostly within the ideal range of 4 to 5 meters.
Thus, a system is required that can accurately determine the path of a 6 wellbore, particularly with respect to its profile. This would better enable one to 7 accurately position the injection wellbore of an SAGD project relative to a production 8 wellbore.
A method is provided for accurately determining the profile of a wellbore.
11 Pressure sensors are provided which are in pressure sensing 12 communication with the fluid in the wellbore. This fluid extends contiguously (i.e.
13 continuously) throughout the wellbore (including the bore of the drill string) and is of 14 substantially constant density. A first pressure sensor is moveable to a plurality of locations, or survey stations, in the wellbore. A second pressure sensor is stationary 16 along the length of the wellbore, at a known elevation and areal position. Differential 17 pressure is measured between the first and second sensors. Knowing the density of 18 the fluid, the differential height of the first sensor can be determined with respect to 19 the second sensor. The absolute elevation of the first sensor is obtained by adding the differential height to the known elevation of the second sensor. The differential 21 height may be a positive or negative value. The elevation of the first sensor can be 22 obtained at a plurality of stations along the wellbore, each elevation being referenced 23 to the stationary second sensor elevation and therefore not being subject to linearly CA 0221~888 1997-09-17 additive errors. The first pressure sensor is associated with or carried by a downhole 2 tool to facilitate its positioning at each station in the wellbore.
3 Preferably, the downhole tool also carries means for measuring the dip 4 angle of the tool for determining the horizontal position of the first sensor at each station. Knowing both the absolute elevation and the horizontal position at each6 station, one can accurately determine the profile of the path of the wellbore.
7 If the tool also carried means for measuring the azimuth of the tool, the 8 areal position (two-dimensional location in a horizontal plane) of the first sensor at 9 each station can be determined. Knowing both the absolute elevation and the areal position at each station, one can accurately determine both the profile and plan of the 11 path of the wellbore.
12 In one broadly stated aspect of the invention, a method is provided for 13 determining the elevation at a survey point in a subterranean wellbore which is being 14 drilled with a drill string which contains a continuous column of fluid having a known and substantially constant density, comprising:
16 ~ positioning a downhole tool in the drill string at the survey point 17 which measures fluid pressure;
18 ~ providing means for measuring fluid pressure at a reference point 19 of known elevation, said reference measuring means being in pressure sensing communication with the column of fluid;
21 ~ providing means located outside the wellbore for calculating 22 elevations from differential fluid pressures;
CA 0221~888 1997-09-17 ~ measuring the fluid pressure at the reference point and 2 transmitting a signal indicative of the measurement to the 3 calculating means;
4 ~ measuring the fluid pressure at the survey point and transmittinga signal indicative of the measurement to the calculating means;
6 and 7 ~ calculating the elevation of the survey point knowing the pressure 8 measurements, the density of the fluid and the known elevation 9 of the reference point.
If the density of the fluid is not known, it is preferable to determine it by:
11 ~ providing means for measuring fluid pressure at a second 12 reference point of known elevation different from the elevation of 13 the first reference point, both reference points being in pressure 14 sensing communication with the column of fluid;
~ measuring the fluid pressure at the second reference point and 16 transmitting a signal indicative of the measurement to the 17 calculating means; and 18 ~ calculating the density of the fluid knowing the pressure 19 measurements and the known elevations of the first and second reference points.
21 By moving the tool from survey point to survey point, and knowing the 22 horizontal distance traversed, a two dimensional profile can be accurately determined.
23 If the profile at any time is known, the directional drilling of a wellbore can be usefully 24 guided.
CA 0221~888 1997-09-17 Accordingly, In another aspect, a method is provided for determining the 2 path of a wellbore having a bore containing a continuous column of fluid having a 3 substantially constant density, comprising:
4 ~ positioning a downhole tool at a survey point in the bore, said tool carrying means for measuring fluid pressure, means for 6 measuring the traversed distance of the tool along the wellbore, 7 and means for measuring the dip angle of the tool, all measured 8 at the survey point;
9 ~ providing means for measuring fluid pressure at a reference point of known elevation along the length of the column of fluid;
11 ~ establishing measures indicative of the elevation of the tool at the 12 survey point using the differential between the fluid pressure at 13 the survey point and the reference point and the fluid density;
14 ~ establishing measures of the dip-angle of the tool at the survey 1 5 point;
16 ~ establishing measures of the traversed distance of the tool to the 17 survey point;
18 ~ establishing measures of the horizontal location of the tool using 19 the traversed distance and the orientation of the tool at the survey point;
21 ~ moving the tool and measuring means to a new survey point; and CA 0221~888 1997-09-17 ~ repeating the measurement and moving steps for determining 2 measures indicative of the profile of the path of the wellbore 3 knowing the elevation, horizontal position and dip angle of the 4 tool, where the azimuthal deviation of the path assumed to be zero.
6 Preferably, by providing means on the tool which also measure the 7 azimuthal orientation of the tool at the survey point, one may determine the departure 8 of the survey point and determine both the profile and plan of the path of the wellbore.
9 Once the path of the wellbore is known, the advance of a drilling string in a horizontally extending wellbore can be controlled by:
11 ~ additionally providing means associated with the tool for 12 measuring the tool's rotational orientation from vertical and means 13 for measuring the bent sub's rotational orientation relative to the 14 tool, also measured at the survey point;
~ performing the measurement and tool-moving steps for 16 determining the path of the wellbore; and 17 ~ re-orienting the bent sub's rotation to change the direction of 18 advance of the drilling string knowing the rotational orientation of 19 the bent sub relative to the tool and the tools rotational orientation from vertical.
CA 0221~888 1997-09-17 BRIEF DESCRIPTION OF THE DRAWINGS
2 Figure 1 is a cross-sectional view of a well extending into a subterranean 3 reservoir, the well being fitted with a pressure sensing system of the present invention;
4 Figure 2 is a side view of a pair of wellbores extending into an oil sand formation from a shaft, the wells being spaced one above another in close, parallel 6 arrangement such as is typically the case in the SAGD process;
7 Figure 3 is a cross-sectional side view of the end of a well's drill string, 8 detailing the bent sub and showing the location of the downhole tool;
9 Figure 4 is a cross-sectional view of the pressure tool;
Figures 5 - 14 are based on data yielded by a pilot project described in 11 the Example following below; more particularly 12 Figure 5 is a graph comparing the X-Y profiles of the B3 production 13 wellbore, as determined by each of a pressure tool and a gyro tool;
14 Figure 6 is a graph comparing the Z-X departure profiles of the B3production wellbore, as determined by each of a FOTOBOR1 tool and a gyro tool;
16 Figure 7 is a graph comparing the X-Y profiles of the B3 injector 17 wellbore, as determined by each of a pressure tool and a gyro tool;
18 Figure 8 is a graph comparing the Z-X departure profiles of the B319 injection wellbore, as determined by each of a FOTOBOR tool and a gyro tool;Figure 9 is a graph showing the X-Y profile of the B2 production 21 wellbore, as determined by a pressure tool;
22 Figure 10 is a graph showing the Z-X departure profile for the B2 23 production wellbore, as determined by a MAXIBOR tool;
24 1 trade mark CA 0221~888 1997-09-17 Figure 11 is a graph showing the X-Y profile of the B2 injector wellbore, 2 as determined by a pressure tool;
3 Figure 12 is a graph comparing the Z-X departure profile of the B24 injection wellbore, as determined by a MAXIBOR tool;
Figure 13 is a graph showing the final separation, or spacing, between 6 the B3 production and injection wellbores; and 7 Figure 14 is a graph showing the final separation, or spacing, between 8 the B2 production and injection wellbores.
9 DETAILED DESCRIPTION OF THE PREFERRED EM~3ODIMENT
As previously mentioned, the invention was developed in connection with 11 the UTF test facility for recovering oil from subterranean oil sand. This facility involved 12 pairs of vertically spaced and parallel wells extending horizontally through the oil sand.
13 The wells were drilled from a tunnel at the foot of a vertical shaft. The UTF facility is 14 schematically shown in Figure 2.
However, the invention also finds application in horizontal wells drilled 16 from ground surface as well as conventional vertical wells.
17 The invention is first described in the context of a horizontal well drilled 18 from ground surface, as shown in Figure 1.
19 More particularly, the well 1 has a wellbore 2 comprised of a vertical segment 3, a horizontal segment 4 and a curved segment ~ joining segments 3 and 21 4.
CA 0221~888 1997-09-17 A drill string 6 extends through the wellbore 2. The bore 7 of the drill 2 string 6 and the annular space 8, formed between the drill string and the wellbore wall 3 9, is filled with drilling fluid 10 having a generally constant density.
4 The wellbore 2 extends downwardly from ground surface 1 1, through the overburden 12 and bends to extend horizontally through the reservoir 13.
6 The path of the well 1 is defined by a series of coordinates referenced 7 to the three orthogonal axes, X, Y, and Z. The X axis extends horizontally along the 8 intended path of the horizontal wellbore (ie. oriented towards the East). The Y axis 9 represents vertical variations (elevation) referenced from the X axis. Taken together, the variation in the well's path in X and Y coordinates is termed the profile (side view) 11 and is shown in Figure 1.
12 . The Z axis represents lateral variations or departure in the path, as 13 referenced from the X axis. The X and Z coordinates define an overhead view of the 14 path that is termed the "plan" (not shown). Taken together, the profile and plan define the absolute coordinates of the path of the well 1 in three-dimensional, orthogonal 1 6 space.
17 To establish the path of the wellbore 2, the elevation Y, the horizontally 18 extending length X and the departure Z of the wellbore from the X axis must be 19 determined at a plurality of locations or survey stations A, B, C, and so on.
For establishing an absolute measure of the elevation along a wellbore 21 2, a pressure tool 14 is fitted with a first pressure sensor 15. The pressure tool 14 is 22 adapted to work downhole in a wellbore. The first pressure sensor 15 is in 23 communication with the fluid 10 extending through the drill string 6, thus providing 24 measures of the fluid's pressure. The pressure tool 14 can be run on a cable or CA 0221~888 1997-09-17 wireline ~7 (not shown in Figure 1) into the drill string 6 and moved incrementally to 2 each of the survey stations A,B,C etc. A second pressure sensor 16 is positioned in 3 the drill string 6, in communication with the same fluid 10 near the bottom of the 4 vertical section 2, at a known elevation.
If the density of the fluid 10 is unknown, an optional third pressure sensor 6 17 is placed in the wellbore 2, in communication with the fluid 7, at a known elevation 7 different from the second sensor 16 and preferably between the surface 4 and the 8 second sensor.
9 Fluid pressure (P3) measured at the third pressure sensor 17 can be compared with the fluid pressure (P2) measured at the second pressure sensor 16.11 From a knowledge of the vertical distance h2 3 between the second and third sensors 12 16,17 one can calculate the density (p) of the fluid extending therebetween.13 Numerically this is represented as:
p = (P2 - P~) (1 ) h2-3 ~7 14 To determine the elevation at survey station A, the pressure tool 14, with the first pressure sensor 15, is moved to position A in the wellbore 2. Fluid pressure 16 (P1~ measured at the first pressure sensor 15 is compared with the fluid pressure (P2) 17 measured at the second pressure sensor 16. Knowing the density of the fluid (p) 18 extending contiguously therebetween one can calculate the differential height (h,.2).
19 Numerically this is represented as:
CA 0221~888 1997-09-17 h1 2 = 1 g~) (2) The elevation of the first pressure sensor 15 at that station A is 2 determined by adding the differential height h1.2 to the known absolute elevation at the 3 second pressure sensor 16.
4 The downhole tool 14 and first pressure sensor 15 can be repeatedly moved along the wellbore from station-to-station to determine the absolute elevation 6 at each of a plurality of stations A, B, C etc.
7 The higher the precision of the pressures sensors 15,16,17, the greater 8 is the accuracy of the elevation determination.
9 Several corrections to the elevation may be required. If pressure sensor measurements are acquired during active drilling, then the actual flow of fluid 10 11 introduces additional complicating variables, including the velocity head and head loss 12 to friction. Preferably the flow of fluid is shut in and the above simplified equations are 13 sufficient. Gravity variations due to elevation change are found to be negligible.
14 Variation in surface-to-downhole temperature must be compensated for if using temperature sensitive pressure sensors.
16 Having determined the elevation Y at each station, one must determine 17 the horizontally extending location X of the station to define the profile and the 18 departure Z at each station to define the plan.
CA 0221~888 1997-09-17 The horizontally extended length ax between stations is determined from 2 a geometric reduction of the distance traversed by the tool along the wellbore 2 and 3 the heading at each station A,B,C. The heading provides the angular orientation of 4 the wellbore 2, in particular; the dip angle, providing relative vertical variation aY, and azimuth, providing relative departure variation ~Z.
6 If the azimuth or departure az is zero, that is, the wellbore 5 does not 7 depart laterally from a linear course, then the X and Y coordinates are determinable 8 using the pressures sensors, the traversed distance along the wellbore and the dip 9 angle of the wellbore at each station.
If the departure is non-zero, the X and Z coordinates (areal position) of 1 1 each station along the wellbore are not determinable using the pressure sensors 15,16 12 alone. Such areal positioning means typically comprise known relative measurement 13 tools, such as the aforementioned gyro and MAXIBOR tools.
14 The elevation information obtained using the pressure sensors 15,16,17 is accurate. The areal positioning information obtained from relative measurement 16 tools is less accurate. The significance of obtaining an improvement in accuracy for 17 only one of three dimensions (elevation) is illustrated in an example which 18 demonstrates application of the present invention to a SAGD process.
CA 0221~888 1997-09-17 EXAMPLE
3 Having reference to Figure 2, a typical SAGD producer/injector well pair 4 is shown. A total of three well pairs were drilled; the results from two of which are presented, identified as B3 and B2. Well pair B3 was the pair drilled first. A producer 6 wellbore 20 and an injector wellbore 21 were drilled generally upwardly into an oil 7 sand formation 22 from a well head 25 located in an access tunnel 23 formed in a 8 underlying limestone formation 24. Drilling fluid 26 was supplied through a stand pipe 9 27 connecting the well head 25 to the ground surface 28. Both the producer and injector wellbores 20,21 were initiated near the ceiling of the tunnel 23 and were 11 spaced apart laterally by about 2 meters. The producer wellbore 20 curved upwards 12 and then deviated to extend substantially horizontally for about 600 meters, positioned 13 about 1 meter above the interface 29 of the oil sand and limestone formations 22,24.
14 The limestone interface 29 was pre-determined from vertical well coring data. The injector wellbore 21 curved both laterally (to close the initial 2 meter lateral offset) and 16 upwards to assume a position above the producer wellbore 20. The injector wellbore 17 21 then also deviated to extend horizontally above the producer wellbore 21. The 18 objective was for the injector wellbore 21 to extend substantially parallel and spaced 19 within a certain tolerance (envelope) from the producer wellbore 20.
CA 0221~888 1997-09-17 The wellbores 20,21 used in the SAGD implementation were specialized 2 in that they comprised both an inner drill string 30 and an outer drill string 31. The 3 outer drill string 31 was fitted with a bent sub 32 at its end. The bent sub 32 was 4 rotatable with the outer drill string 31 so as to orient it and enable directional drilling.
Referring to Figure 3, the inner drill string 30 was connected at its end by a kelly 33 6 and universal joint 34 to a hollow tail shaft 35 extending through the bent sub 32. The 7 tail shaft 35 was guided with bearings 36 and was connected to a drill bit 37 projecting 8 from the end of the bent sub 32. The inner drill string 30 rotated the drill bit 37 for 9 drilling. Drilling fluid 26 was pumped through the annular space 39 between the outer and inner drill strings 31,30. The fluid 26 was shunted over from the annulus 39, 11 through a port 40 and on through the tail shaft 35 so as avoid the bearings. The fluid 12 26 ultimately exited at the bit 37. A check valve 41 prevented a return flow of fluid 26 13 back up the inner drill string 30.
CA 0221C,888 1997-09-17 THE TOOLS
2 Referring to Figures 2 - 4, a pressure tool 50 was provided comprising 3 a first pressure sensor 51, a temperature sensor 52, an accelerometer triad 53 and 4 a magnetic sensor pickup 54 mounted within in a non-magnetic beryllium copperhousing 55. The accelerometer triad 53 measured the orientation of the tool 50 6 relative to gravity in three orthogonal axes. Stated otherwise, the accelerometer triad 7 provided three accelerometers, each oriented along one of the X, Y, Z axes. The 8 device was used as an inclinometer to measure the pitch (dip angle) and roll9 (rotational orientation) angles of the bore hole at a station. An appropriate power supply, data conditioning electronics and signal amplifiers 56 were also located within 11 the tool's housing. A wireline 57 extended between the tool 50 and the well head 25 12 - for the transmission of data. A digital encoder was associated with the wireline feed 13 winch (not shown) located at the well head 25 for measuring the distance the tool 50 14 moved along (traversed) the wellbore. Fluid 26 was used to propel the pressure tool 50 and other tools down the inner drill string 30. The wireline 57 was used to retrieve 16 (winch in) the tool.
17 A second pressure sensor 58 was p~sitioned at the bottom of the tunnel 18 23 at the well head 25. A third pressure sensor 59 was positioned higher in the stand 19 pipe 26, above the tunnel 23.
The pressure sensors 51,58,59 used were of the quartz crystal 21 transducer type. More specifically, each pressure sensor was a Series 1000, 22 "Digiquartz Intelligent Transmitter" available from Paroscientific. The sensors were 23 capable of yielding an actual accuracy of +0.5 meters in the wellbore.
CA 0221~888 1997-09-17 A temperature sensor 52 was used to provide information for correcting 2 the pressure sensor output in a conventional manner.
3 Each accelerometer of the triad 53 was a Columbia Research Labs, Inc., 4 model # SA-120R.
For directional drilling, determination of the orientation of the bent sub 6 32 was also important. The orientation of the bent sub was not directly determinable.
7 Although the bent sub 32 is rigidly connected to the outer drill string 31, which is 8 visible at the tunnel 23, there are unknown rotational variations due to the intervening 9 joint connections and the torsional elasticity of the long drill string 31. Therefore, an array 60 of magnets was positioned on the outer drill string 31, adjacent the end of the 11 inner drill string 30. The magnetic sensor 54 in the pressure tool 50 detected the 12 alignment of the array 60, orienting the bent sub 32 to the tool 50. The beryllium 13 copper tool housing 55 prevented interference with the magnetic sensor 54.
14 The tool's accelerometer triad 53 oriented any rotation of the tool 50 to vertical. Therefore, the bent sub 32 rotational orientation to vertical was then16 determinable.
17 The areal position (in two dimensions, X is determined and Z is assumed 18 = zero) of the pressure tool 50 was determined from the geometric relationship of the 19 dispensed length of wireline 57 and the incremental relative orientation of the pressure tool 50 from station-to-station. The dip angle of the pressure tool at each station was 21 determined from the accelerometer triad 53. This combination of elevation Y, distance 22 traversed by the tool and the tool's dip angle ffrom which X can be determined) 23 permitted a two-dimensional determination of the wellbore profile (X,Y). The elevation CA 0221~888 1997-09-17 Y determination was absolute. The accuracy of the calculated horizontal extending 2 length X of the wellbore was adversely affected by linearly additive errors.3 The horizontally position was also affected by any departure ~Z from an 4 ideal linear path in plan (X,Z).
~or detecting significant lateral variations or departure Z in the wellbore 6 path, conventional relative tools such as the gyro or MA~(IBOR tool were used. The 7 MAXIBOR tool was preferred as it was more rugged. Both relative tools were capable 8 of independently determining dip angle, azimuth and roll, thereby enabling them to 9 establish measures of variation of the wellbore 20,21 from the intended wellbore path in both profile and plan.
12 A wellbore survey required the use of both a relative tool and the13 pressure tool. The relative tool was used occasionally to provide measurements for 14 determining the departure data and the pressure tool was used repeatedly andfrequently to provide accurate elevation data as the drilling progressed.
16 Initially and periodically thereafter, a full survey traverse was performed 17 by running a relative tool, such as a gyro or MAXIBOR tool, in the inner drill string 31 18 and pumping it downhole to the end of a wellbore 20,21. Advantageously, as the 19 inner string 31 was free of drilling fluid or mud (excluded by the check valve 41), mine water was used to pump the tool downhole. As a fluid 26, the mine water was ideal, 21 being relatively clean and having a constant, known density.
CA 0221~888 1997-09-17 Wireline 57 was dispensed correspondingly from the wireline winch as 2 the tool was run in. The wireline 57 was then winched back in, typically in 3 meter 3 increments, between stations A-B, B-C, etc.
4 The relative tool measured the change in displacement between stations as recorded by the length of wireline 57 retrieved. The tool also measured the dip 6 angle and the azimuth at the current station. The tool was moved repeatedly and 7 incrementally to the start of the wellbore 20,21, obtaining measurements at each 8 station, to complete a traverse. The relative tool had to be traversed to the start of the 9 wellbore to tie in all the relative data with the known heading and position of the well head. The heading and coordinates at the well head 25 had been accurately and 11 previously obtained using conventional mine survey methods.
12 An elevation-determining traverse was similarly performed by pumping 13 the pressure tool downhole. The pressure tool 50 and the relative tools could be 14 pumped downhole sequentially or together.
As vertical changes in the dip angle of the wellbore typically exhibit 16 greater variation ~Y (related to the effort to maintain dip angle against gravity) than 17 do the azimuthal changes ~Z, relative tools suffer greater errors in determining 18 elevation Y than they do in determining departure Z. Therefore, although relative tools 19 provided satisfactory accuracy for departure, there was a greater dependence upon the pressure tool 50 survey to derive accurate elevation information and thus 21 contribute to the determination of the wellbore profile.
22 Once the full survey traverse with both tools was completed, the absolute 23 coordinates of the end of the wellbore were known, and in particular, the elevation was 24 accurately known.
CA 0221~888 1997-09-17 The wellbore was further extended, drilling addition sections and 2 performing elevation-determining surveys after each section was drilled. The 3 additional survey data was acquired to ensure the elevation of the newly drilled 4 wellbore continued to lay along the desired path. Using the traversed distance and 5 the known elevation of the end of the previous survey, it was possible to pump the 6 pressure tool downhole and start the next survey where the previous survey left off.
7 In this way, a time consuming full survey was avoided, making it possible to quickly 8 and accurately measure and determine the critical elevation data and thus guide the 9 new section of wellbore. Any variations in the departure (which may be determined 10 only with a relative tool) would be compensated for after the next full survey.
11 Accordingly, the pressure tool 50 was pumped downhole to the newly 12 drilled section of wellbore. Any differential pressure across the tool, resulting from its 13 movement, was permitted to equalize. The pressure tool 50 accurately established 14 the elevation for several new stations along the wellbore. This new elevation data was 15 then correlated to the previously obtained elevation data so as to add to and extend 16 the previously determined path of the wellbore.
17 With solely relative tools, a typical full traverse consumed about 3 hours 18 and was only performed once per day to minimize down-time, after about every 60 19 meters of drilling. With the pressure tool, it was now possible to drill as little as 12 20 meters and perform a quick 15 minute survey to confirm the elevation results without 21 the need for a full traverse. More frequent checking of the wellbore path resulted in 22 better drilling guidance.
CA 0221~888 1997-09-17 2 In the well pair B3, the producer well B3P was first drilled and then 3 surveyed using a gyro, a FOTOBOR~ tool and the pressure tool. The FOTOBOR tool 4 was simply an earlier, non-digital version of the MAXI~OR tool and was similar in all other respects. The gyro tool was used to measure and report both profile and plan 6 data. The FOTOBOR tool was used to measure and report plan data. The pressure 7 tool and wireline were used to measure and report profile data.
8 As seen in Figure 5, a profile, as charted from the gyro and the pressure 9 tool data, is presented. Note the ever increasing variance of the relative gyro tool-derived elevation data from the absolute, pressure tool-derived data. Figure 6 shows 11 the wellbore plan, presenting the lateral departure as derived from both the gyro and 12 FOTOBOR tools. The data derived from the less-accurate FOTOBOR tool shows an13 ever accumulating error, or variance, from the gyro tool-derived data.
14 Using the pressure tool-derived profile and the average relative tool-derived plan, the wellbore path was charted for the producer B3P. The injector 16 wellbore path B31 was then drilled with an objective of remaining within a 3 to 7 meter 17 envelope from the charted path of the producer well B3P. The corresponding profile 18 and plan data for the injector B31 is shown in Figures 7 and 8. By comparing the 19 three-dimensional coordinates of the paths of the producer and injector wellbores, the actual separation between the wells was calculated, shown in Figure 13. The 21 separation remained, for the most part, within the envelope objectives at about 3 to 22 5 meters (the original separation of 2 meter represents the initial lateral spacing of the 23 wellbores).
24 ~ trade ma~<
CA 0221~888 1997-09-17 2 The B2 well pair represents the last well pair drilled and is demonstrative 3 of accumulated experience and improved technique. The producer well B2P was first 4 drilled and then surveyed using both a MAXIBOR and the pressure tool.
As seen in Figure 9, the profile, as charted by the pressure tool, is 6 presented. Figure 10 presents the plan data as derived from the MAXIBOR tool.
7 Using the profile and plan data from the producer B2P, the path of the 8 injector wellbore B21 was also drilled with the objective of guiding it to remain within 9 a 3 to 7 meter envelope from the known profile of B2P. The corresponding profile and plan data for the injector B21 is shown in Figures 11 and 12. As shown in Figure 14, 11 the separation of the wellbores B2P and B31 remained clearly within the envelope 12 objectives. In fact, the separation fell mostly within the ideal range of 4 to 5 meters.
Claims (8)
PROPERTY OR PRIVILEGE IS CLAIMED ARE DEFINED AS FOLLOWS:
1. A method for determining the elevation at a survey point in a subterranean wellbore which is being drilled with a drill string which contains a continuous column of fluid having a known and substantially constant density, comprising:
positioning a downhole tool in the drill string at the survey point, said tool carrying first means for measuring fluid pressure and being connected with second means for transmitting a signal which is indicative of the fluid pressure measurement to third means, located outside the wellbore, for calculating elevation of the survey point;
providing fourth means for measuring fluid pressure at a reference point of known elevation, said fourth means being in pressure sensing communication with the column of fluid and being connected with fifth means for transmitting a signal indicative of the fluid pressure measurement taken at the reference point, to the third means;
measuring the fluid pressure at the reference point and transmitting a signal indicative of the measurement to the third means;
measuring the fluid pressure at the survey point and transmitting a signal indicative of the measurement to the third means; and calculating the elevation of the survey point by applying the third means which uses the pressure measurements, the density of the fluid and the known elevation of the reference point.
positioning a downhole tool in the drill string at the survey point, said tool carrying first means for measuring fluid pressure and being connected with second means for transmitting a signal which is indicative of the fluid pressure measurement to third means, located outside the wellbore, for calculating elevation of the survey point;
providing fourth means for measuring fluid pressure at a reference point of known elevation, said fourth means being in pressure sensing communication with the column of fluid and being connected with fifth means for transmitting a signal indicative of the fluid pressure measurement taken at the reference point, to the third means;
measuring the fluid pressure at the reference point and transmitting a signal indicative of the measurement to the third means;
measuring the fluid pressure at the survey point and transmitting a signal indicative of the measurement to the third means; and calculating the elevation of the survey point by applying the third means which uses the pressure measurements, the density of the fluid and the known elevation of the reference point.
2. The method as recited in claim 1 wherein the density of the fluid is determined by:
providing sixth means for measuring fluid pressure at a second reference point of known elevation different from the elevation of the forth means, said sixth means being in pressure sensing communication with the column of fluid and being connected with seventh means for transmitting a signal, indicative of the fluid pressure measurement taken at the second reference point, to the third means; and measuring the fluid pressure at the second reference point and transmitting a signal indicative of the measurement to the third means; and calculating the density of the fluid by applying the third means which uses the pressure measurements, the known elevations of the first and second reference points.
providing sixth means for measuring fluid pressure at a second reference point of known elevation different from the elevation of the forth means, said sixth means being in pressure sensing communication with the column of fluid and being connected with seventh means for transmitting a signal, indicative of the fluid pressure measurement taken at the second reference point, to the third means; and measuring the fluid pressure at the second reference point and transmitting a signal indicative of the measurement to the third means; and calculating the density of the fluid by applying the third means which uses the pressure measurements, the known elevations of the first and second reference points.
3. A method for determining the path of a wellbore having a bore containing a continuous column of fluid having a substantially constant density, comprising:
(a) positioning a downhole tool at a survey point in the bore, said tool carrying means for measuring fluid pressure, means for measuring the traversed distance of the tool along the wellbore, and means for measuring the dip angle of the tool, all measured at the survey point;
(b) providing means for measuring fluid pressure at a reference point of known elevation along the length of the column of fluid;
(c) establishing measures indicative of the elevation of the tool at the survey point using the differential between the fluid pressure at the survey point and the reference point and the fluid density;
(d) establishing measures of the dip angle of the tool at the survey point;
(e) establishing measures of the traversed distance of the tool to the survey point;
(f) establishing measures of the horizontal location of the tool using the traversed distance and the orientation of the tool at the survey point (g) moving the tool and measuring means to a new survey point; and (h) repeating steps (c) through (g) for determining measures indicative of the profile of the path of the wellbore knowing the elevation, horizontal position and dip angle of the tool, where the azimuthal deviation of the path assumed to be zero.
(a) positioning a downhole tool at a survey point in the bore, said tool carrying means for measuring fluid pressure, means for measuring the traversed distance of the tool along the wellbore, and means for measuring the dip angle of the tool, all measured at the survey point;
(b) providing means for measuring fluid pressure at a reference point of known elevation along the length of the column of fluid;
(c) establishing measures indicative of the elevation of the tool at the survey point using the differential between the fluid pressure at the survey point and the reference point and the fluid density;
(d) establishing measures of the dip angle of the tool at the survey point;
(e) establishing measures of the traversed distance of the tool to the survey point;
(f) establishing measures of the horizontal location of the tool using the traversed distance and the orientation of the tool at the survey point (g) moving the tool and measuring means to a new survey point; and (h) repeating steps (c) through (g) for determining measures indicative of the profile of the path of the wellbore knowing the elevation, horizontal position and dip angle of the tool, where the azimuthal deviation of the path assumed to be zero.
4. The method as recited in claim 3 further comprising:
providing means for measuring the azimuthal orientation of the tool at the survey point;
determining measures indicative of the departure of the survey point; and determining measures indicative of the profile and plan of the path of the wellbore knowing the elevation, horizontal position, vertical and azimuthal orientation of the tool.
providing means for measuring the azimuthal orientation of the tool at the survey point;
determining measures indicative of the departure of the survey point; and determining measures indicative of the profile and plan of the path of the wellbore knowing the elevation, horizontal position, vertical and azimuthal orientation of the tool.
5. A method for controlling the direction of advance of a drilling string equipped with a bent sub and functioning to drill a horizontal wellbore, said string having a bore containing a continuous column of fluid having a substantially constant density, comprising:
(a) positioning a downhole tool at a survey point in the bore, said tool carrying means for measuring fluid pressure, means for measuring the traversed distance of the tool along the wellbore, means for measuring the dip angle of the tool, means for measuring the tool's rotational orientation from vertical and means for measuring the bent sub's rotational orientation relative to the tool, all measured at the survey point;
(b) providing means for measuring fluid pressure at a reference point of known elevation along the length of the column of fluid;
(c) establishing measures indicative of the elevation of the tool at the survey point using the differential between the fluid pressure at the survey point and the reference point and the fluid density;
(d) establishing measures of the dip angle of the tool at the survey point;
(e) establishing measures of the traversed distance of the tool to the survey point;
(f) establishing measures of the horizontal location of the tool using the traversed distance and the orientation of the tool at the survey point (g) moving the tool and measuring means to a new survey point; and (h) repeating steps (b) through (f) for determining measures indicative of the profile of the path of the wellbore knowing the elevation, horizontal position and vertical orientation of the tool, where the azimuthal deviation of the path assumed to be zero, and for re-orienting the bent sub's rotation to change the direction of advance of the drilling string knowing the rotational orientation of the bent sub relative to the tool and the tool's rotational orientation from vertical.
(a) positioning a downhole tool at a survey point in the bore, said tool carrying means for measuring fluid pressure, means for measuring the traversed distance of the tool along the wellbore, means for measuring the dip angle of the tool, means for measuring the tool's rotational orientation from vertical and means for measuring the bent sub's rotational orientation relative to the tool, all measured at the survey point;
(b) providing means for measuring fluid pressure at a reference point of known elevation along the length of the column of fluid;
(c) establishing measures indicative of the elevation of the tool at the survey point using the differential between the fluid pressure at the survey point and the reference point and the fluid density;
(d) establishing measures of the dip angle of the tool at the survey point;
(e) establishing measures of the traversed distance of the tool to the survey point;
(f) establishing measures of the horizontal location of the tool using the traversed distance and the orientation of the tool at the survey point (g) moving the tool and measuring means to a new survey point; and (h) repeating steps (b) through (f) for determining measures indicative of the profile of the path of the wellbore knowing the elevation, horizontal position and vertical orientation of the tool, where the azimuthal deviation of the path assumed to be zero, and for re-orienting the bent sub's rotation to change the direction of advance of the drilling string knowing the rotational orientation of the bent sub relative to the tool and the tool's rotational orientation from vertical.
6. The method as recited in claim 5 further comprising:
providing means for measuring the azimuthal orientation of the tool at the survey point;
determining measures indicative of the departure of the survey point; and determining measures indicative of the profile and plan of the path of the wellbore knowing the elevation, horizontal position, vertical and azimuthal orientation of the tool, and for re-orienting the bent sub's rotation to change the direction of drilling knowing the rotational orientation of the bent sub relative to the tool and the tool's rotational orientation from vertical.
providing means for measuring the azimuthal orientation of the tool at the survey point;
determining measures indicative of the departure of the survey point; and determining measures indicative of the profile and plan of the path of the wellbore knowing the elevation, horizontal position, vertical and azimuthal orientation of the tool, and for re-orienting the bent sub's rotation to change the direction of drilling knowing the rotational orientation of the bent sub relative to the tool and the tool's rotational orientation from vertical.
7. The method as recited in claim 4 or 6 wherein the azimuthal orientation measuring means are carried by the tool.
8. The method as recited in claim 3, 4, 5 or 6 further comprising:
providing means for measuring fluid pressure at a second reference point located in the column of fluid and at a known elevation which is different than the first reference point; and calculating the density of the fluid using the difference in fluid pressure pressures between the first and second reference points.
providing means for measuring fluid pressure at a second reference point located in the column of fluid and at a known elevation which is different than the first reference point; and calculating the density of the fluid using the difference in fluid pressure pressures between the first and second reference points.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CA 2215888 CA2215888C (en) | 1997-09-17 | 1997-09-17 | Wellbore profiling system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CA 2215888 CA2215888C (en) | 1997-09-17 | 1997-09-17 | Wellbore profiling system |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CA2215888A1 CA2215888A1 (en) | 1999-03-17 |
| CA2215888C true CA2215888C (en) | 2001-08-07 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CA 2215888 Expired - Lifetime CA2215888C (en) | 1997-09-17 | 1997-09-17 | Wellbore profiling system |
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| Country | Link |
|---|---|
| CA (1) | CA2215888C (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US12000266B2 (en) | 2020-03-13 | 2024-06-04 | Geonomic Technologies Inc. | Method and apparatus for measuring a wellbore |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US9970290B2 (en) | 2013-11-19 | 2018-05-15 | Deep Exploration Technologies Cooperative Research Centre Ltd. | Borehole logging methods and apparatus |
| CN109424356B (en) * | 2017-08-25 | 2021-08-27 | 中国石油化工股份有限公司 | Drilling fluid loss position detection system and method |
-
1997
- 1997-09-17 CA CA 2215888 patent/CA2215888C/en not_active Expired - Lifetime
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US12000266B2 (en) | 2020-03-13 | 2024-06-04 | Geonomic Technologies Inc. | Method and apparatus for measuring a wellbore |
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| Publication number | Publication date |
|---|---|
| CA2215888A1 (en) | 1999-03-17 |
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