BACKGROUND OF THE INVENTION
[0001] The present invention relates to the determination of the orientation of a borehole,
using measurements of gravity and magnetic field.
[0002] The measurements used for determining the orientation of the borehole come from survey
packages taken at different levels in the borehole.
[0003] The survey packages referred to in this invention refer to a combination of magnetometers
and accelerometers which measure the earth's magnetic field vector and gravity vector
respectively. These measurements can be used to determine the orientation of a survey
package and hence of the equipment in which it is installed, the orientation being
the azimuth ("Azi") with respect to North, the inclination ("Inc") with respect to
the horizontal and the bodily rotation ("Rot") about a specified axis of the package
(see Figure 1).
[0004] Within the oil industry the major application of survey packages is in drilling,
where it is important to monitor the direction of the borehole while being drilled.
Figure 3 depicts a typical arrangement of components in a drilling assembly, where
the survey package is installed in a supposedly non-magnetic environment which distances
it from the magnetic components above and below. While there are many other applications
and circumstances of use, this application to drilling is the one with respect to
which the present invention will be described in most detail.
[0005] When drilling, the survey package is installed in a special section of drilling pipe
made from 'non-magnetic' material and known as a non-magnetic drill collar (NMDC).
This environment, near the drilling bit, is subject to much shock and vibration, and
to winding and unwinding of the pipe arising from drilling torque. As is well known
the measured azimuth is adversely affected by the influence of magnetic material in
proximity to the measurement instrument. Examples of this are the steel of the drill
string, drill collars, stabilisers, motors, turbines and other magnetic materials
(permanent and magnetically permeable).
[0006] Other sources of magnetic interference can come from permanently magnetised 'hot
spots' on the supposedly non-magnetic drill pipe, magnetised and/or magnetically permeable
material in the drilling fluid or formation, and wires carrying electrical current
within the survey device. Magnetically permeable material includes distortions in
the earth's field. The earth's field is itself subject to daily variations and magnetic
storms and is often inaccurately known at the drilling location.
[0007] It is not economic to use non-magnetic materials throughout the drilling assembly,
so the major sources of magnetic interference will always be present. The NMDC remains
expensive and is a mechanically weak material compared to normally used steels, and
so it is desirable to reduce its length, which in turn makes it necessary to correct
the survey for increased amounts of magnetic disturbance.
[0008] It is therefore an important task to correct the survey measurements for all these
ill-effects in order to give a high accuracy survey.
[0009] There are many patents in the field of survey correction, and many of these contain
reviews of early techniques and general aspects of the drilling environment. This
prior art provides methods to correct surveys, principally the azimuth angle, along
the lines of one or more of the following approaches.
[0010] When a sufficient length of non-magnetic drill collar (NMDC) is used, the major interference
comes from magnetic materials essentially distant and on-axis (ie along the direction
of the drill pipe). Several early patents, such as US 4819336 and US 4999920, teach
correction based on the assumption that interference is purely axial, ie they consider
only the axial magnetometer reading to be affected. They ignore this reading and use
the unmodified cross-axial (transverse) readings in conjunction with a priori knowledge
of the earth's magnetic field's strength and/or dip.
[0011] Some improvements to this technique consider the cross-axial component of the interference,
but still ignore the axial component. Examples of this type include US 4,510,696 and
EP 0,387,991. They provide a simple fixed cross-axial correction, and the corrected
cross-axial readings are used in conjunction with a priori knowledge of the earth's
magnetic field's strength and/or dip.
[0012] EP 0,384,537 teaches how to obtain corrected basic accelerometer and magnetometer
measurements from one survey level using constraints to adjust these values to meet
a priori earth's magnetic field and dip data and the a priori magnitude of the earth's
gravity vector. These corrected measurements are then processed in a separate step
using standard formulae to obtain azimuth etc.
[0013] In this method there is no explicit computation of permanent magnetic bias and no
means of ensuring that the corrections obtained are consistent with any given physical
model of interference sources.
[0014] W0 94/16196 teaches how to compute a permanent magnetic interference correction for
all three components of the measured magnetic field using surveys from two or three
depth levels and a priori data on the earth's field. The formulation balances an equal
number of measurements with unknowns. An ad hoc method is used to check the consistency
of the results, the sine and cosine of the azimuth having first been estimated as
if independent variables rather than different deterministic functions of one variable.
[0015] US 92/01804 teaches how to combine the outputs of several methods, some patented
in their own right, in such a way as to give an azimuth which is claimed to be a good
estimate. The individual methods eliminate the axial magnetometer reading and differ
principally in being considered better at various orientations relative to Magnetic
North and inclination from the vertical.
[0016] It is an object of the present invention to provide a method for improving the accuracy
of directional surveys, which work well at all hole directions, using an integrated
model of the directional survey and its sources of error including permanent, induced
and electrical magnetic disturbances using one or more survey measurements to infer
a consistent estimate of the parameters of the error model.
[0017] It is a further object of the present invention to provide a quality assurance assessment
of the estimated parameters.
[0018] Yet another object of the present invention is to reduce the number of required a
priori parameters, total magnetic field and magnetic dip, when sufficient survey data
is available.
[0019] It is another object of the present invention to use constraints on the parameters
which do not bias the answer when the constraints are not limiting factors, and to
allow survey data from multiple trips in the hole to be combined so as to enhance
accuracy;
[0020] According to the present invention there is provided a method for calculating the
direction of a borehole comprising the steps of taking measurements of gravity and
magnetic field, whereby to provide an estimated vector for the earth's gravitational
field and magnetic field at the point of measurement, and
predicting the magnetic field vector, based on a plurality of predicted magnetic field
components, intended to be substantially similar to corresponding actual components
of the magnetic field, the sum of the actual components being substantially similar
to the total magnetic field;
estimating the gravitational field vector on the basis of measurements taken and predictions
of the gravitational field generated by a mathematical model,
calculating a measure of the difference between the measured and predicted magnetic
and gravitational field vectors;
minimising said difference measures by updating the models on which the predicted
components are based, whereby to generate new predictions,;
updating the direction and estimated parameters of the borehole for use with a later
set of measurements.
[0021] This method provides advantages which overcome the various weaknesses of the prior
art. The technique has its principal application to survey packages run within a drilling
pipe, but can be used in many other situations, such as survey packages used during
wireline logging.
[0022] A specific embodiment of the invention will now be described by way of example with
reference to the accompanying drawings in which:
Figure 1 illustrates the coordinate systems used in drilling;
Figure 2 shows readings obtained by different techniques for the direction of a drillpipe;
Figure 3 shows a typical drill head arrangement;
Figure 4 illustrates the effects of the various magnetic sources in the drilling environment;
Figure 5 shows the layout of the drillpipe;
Figure 6 illustrates the method of the invention;
Figure 7 is a graph showing how the calculated magnetic field strength compares with
the reference value;
Figure 8 is a graph showing how the calculated magnetic field dip compares with the
reference value;
Figure 9 is a graph showing an example of the permanent magnetism calculated by the
present invention;
Figure 10a is a graph showing an example of the induced magnetic field strength estimated
by the present invention;
Figure 10b is a graph showing an example of the induced magnetic field direction estimated
by the method of the present invention;
Figure 11 is a graph illustrating overlapping runs; and
Figures 12a and 12b are polar graphs showing induced magnetism inclination and direction
against rotation respectively.
[0023] Magnetic surveying packages generally comprise a tri-axial accelerometer and a tri-axial
magnetometer. The accelerometers measure three independent components of the earth's
gravity vector G plus disturbances, and the magnetometers measure three independent
components of the earth's magnetic field H plus disturbances. There are thus six independent
readings at any time, and each such set of readings is generally termed 'a survey'.
[0024] Figure 1 shows the arrangement and notations for a survey package. The local axes
x, y, z form a right handed coordinate system with the z-axis pointing in the direction
drilled and the x axis aligned within the drilling pipe to a position on the pipe
known as the tool face. The accelerometer and magnetometer axes are aligned along
x, y and z. The sensors are calibrated to produced a positive reading when the component
of gravity or magnetic field measures points along the corresponding axis. The accelerometers
produce a vector of readings g
meas = (g
x, g
y, g
z) and the magnometers produce a vector of flux readings b
meas = (b
x, b
y, b
z). In the absence of sources of error these would measure G and B respectively.
[0025] For a person standing on the earth, there is a right-handed world coordinate system
X, Y, Z, where Z points down into the earth and is aligned with the gravity vector

and X points to Magnetic North. The earth's magnetic flux in the absence of distorting
material is given in these coordinates in terms of its magnitude B and dip MDip,

(where B = µ
oH and H is the earth's magnetic field strength). As is well known it is sometimes
difficult to know the precise direction of Magnetic North and its relation to True
North. This means that hole azimuth is subject to an uncertainty whatever means is
used to correct for downhole errors, and this must be taken account of as a separate
factor. Similarly the x-axis alignment may be to a scribed mark on the drill pipe,
whose rotation relative to the tool face is fixed, but measured separately.
[0026] In practical survey packages the sensor axes may not be precisely orthogonal or calibrated
to read positively as stated above. By calibration it is possible to derive a matrix
of coefficients which when applied to the readings converts them to equivalent orthogonal
readings. The drill pipe may have a slight sag or deliberately introduced bend, so
that the z-axis of the package is not strictly aligned with the hole axis.
[0027] These details are unimportant to the present invention and do not affect its scope
or usefulness. They are cited so as to give an idea of the additional factors that
have to be taken into account in realising an accurate survey. For the mathematical
analysis below, we shall assume the x and X axes each to be aligned as first stated
above and the sensor axes to be truly orthogonal although the technique is more generally
applicable.
[0028] In addition it is sometimes the case that one or more of the measurement channels
fails, and in that case it is desirable to still be able to deduce survey angles.
It will be apparent below that this is possible in the present invention by simply
omitting the corresponding measurement equations. Proper use of the invention will
then provide indications as to whether the remaining measurements have provided sufficient
data to indeed deduce the survey angles, and an indication of the resultant accuracy.
Hence we will not need to consider the treatment of failed channels further in this
disclosure.
[0029] The primary objective of a directional survey is to calculate the hole azimuth Azi,
the hole inclination Inc and the tool face rotation Rot from the high side of the
hole. In the absence of measurement errors, these angles are given by the well-known
formulae.

where atan2p(y,x) is a function defined to return an angle in the range 0 to 360
degrees, the angle being that of a vector (x, y) measured anti-clockwise from the
x-axis to the y-axis.
[0030] It will be convenient to refer the earth's magnetic flux B and gravity G to the survey
package coordinate system. Using the well-known rotation matrix

It follows that these vectors have local components

and

[0031] The method of the present invention is to compare the survey package measurements
with those predicted by a model which takes into account known types of disturbance,
and to adjust the parameters of the model in such a way as to reduce the residual
differences to a minimum. As a first indication, small residuals will show that the
model with inferred parameters has indeed fitted the measurements well. As a second
indication, the sensitivity of the residuals to small changes in the inferred parameters
indicates whether the data and model are well conditioned, ie that the results are
trustworthy.
[0032] Figure 2 provides an example of azimuth corrected using the method disclosed herein,
compared with the uncorrected azimuth and two different types of gyro surveys over
a long section of hole (1,400 metres). The hole inclination was 40-50 degrees. Gyros
have in the past been considered to be of high accuracy but it is now understood in
the art that they are very susceptible to horizontal reference and misalignment errors
for subterranean use. The separation seen between the gyro curves is typical, as is
their correct tracking of changes in hole azimuth.
[0033] The survey package correction method disclosed herein has both corrected the clearly
wrong uncorrected azimuth, but equally importantly follows the details on the changes
in hole direction. (The gyros were run in the hole after the magnetometers and after
hole cleaning and reaming which smoothed the hole changes in direction.) This tracking
of detail is not possible when only axial or simply cross-axial permanent magnetic
interference is taken into account, as in much prior art.
[0034] The method disclosed herein is seen to be capable of making a valuable improvement
in accuracy to the level where gyro and corrected surveys have to be scrutinised equally
closely to determine the reasons for their differences.
[0035] Several parameters are need for a realistic model, and it is usually necessary to
use the measurements made at several survey levels to ensure more data than unknown
parameters.
[0036] There are many mechanisms for the disturbances, which may affect magnetometer and
accelerometer readings together or independently. It is an object of the present invention
to provide a systematic means of incorporating models of such disturbance mechanisms
as they are found to be important, and therefore the examples disclosed below are
to be taken as illustrative and important but not exclusive and do not limit the scope
of the invention.
[0037] It will also be appreciated that a combination of mechanisms may be implicit in numerical
computation of the total disturbances in a computer program, so preventing their separate
evaluation, but as a combined model is intended to fall within the scope of the present
invention.
[0038] The disturbance models disclosed herein are now described separately for the magnetometers
and accelerometers.
[0039] The types of magnetometer disturbance to be modelled are those due to permanent magnetism,
induced magnetism and electrical currents. In addition the total earth fields and
the magnetic dip are subject to local differences from published tables, and to solar
storms and regular variations, as is well known. It is therefore desirable to be able
to treat these fields themselves as parameters to be determined, eg not to use suspect
a priori values of magnetic dip and total magnetic field, although no particular model
of their origin or variation is required.
[0040] The sum of the actual earth's magnetic field and these disturbances is the predicted
value of the measured vector, and may be expressed in the local coordinate system
as follows:

where the preferred forms of the terms and their parameters will be described below.
[0041] This vector expression predicts the three components of the field actually measured
by the survey package. Figure 4 illustrates the vector composition of the modelled
terms, although it will be understood that the relative magnitudes and directions
of the terms may vary widely.
[0042] The first term on the right hand side is the earth's magnetic field, which depends
on the five parameters B, MDip, Azi, Inc, Rot, B and MDip. The second term represents
the net vector due to permanent magnetism and is independent of hole directions and
the earth's field. The third term is an approximation to the effects of induced magnetism.
As this is due to the earth's magnetic field, it varies as the hole direction and
tool rotation changes between surveys. The final term is the effect of electrical
currents.
[0043] The predicted measurement therefore depends on many parameters, collected as a list
of arguments on the left hand side of the expression. In the prior art only the permanent
magnetic interference (bias or perturbing vector) has been explicitly considered.
When the other terms are important it can be seen that ignoring them will give rise
to erroneous estimates of permanent magnetism.
[0044] It will be apparent that there are many more parameters in the model than the three
components of one survey measurement. In the present invention is preferably dealt
with by combining measurements from multiple surveys, in which it is recognised that
most parameters are substantially the same for each survey. Azi and Inc may change
slowly but it is only Rot that is expected to be effectively random between surveys.
[0045] Then, whereas each survey adds six measurements, the number of parameters is typically
increased by only one to three. It will be apparent that if none of the angles Azi,
Inc or Rot change measurably between surveys then no new information (as opposed to
noise) is added, and the parameter values that are estimated may be unreliable. It
is a further aspect of the present invention that a means of assessing the stability
of the estimated parameter values is provided, rather than an ad hoc set of rules
for minimum changes in the angles required in order to apply the method.
[0046] It will be apparent in this formation that the earth's field quantities B and MDip
are considered as parameters to be found, given sufficient measurements, ie the invention
when fully applied does not require a priori information, unlike much prior art.
PERMANENT MAGNETISM
[0047] The most well-known source of disturbance is that due to permanent magnetism in nearby
magnetic materials like the magnetic steel of the heavy drill collar and stabilisers
(see Figure 3). However, it is possible for the so-called non-magnetic drill-collar
(NMDC) surrounding the survey package to suffer from permanent magnetic 'hot-spots'
due to deficient metallurgy and/or stress-released effects. All these magnetic poles
result in an interfering magnetic flux at the magnetometer. This is substantially
constant during consecutive surveys, and is generally only expected to change significantly
when the bottom hole assembly is replaced between trips in the hole or when there
is a major mechanical shock in the hole.
[0048] Drilling mud may also contain magnetised particles, which constantly circulate through
and around the drill pipe. These particles may show an affinity for the drill pipe,
building up a coating. The combined effect over consecutive surveys is one of an essentially
constant magnetisation.
[0049] Since all these sources of interfering flux emanate from the drilling assembly or
are constant around it, and are independent of the earth's field, they may be modelled
as a simple vector m which produces a flux offset at the magnetometer:

INDUCED MAGNETISM
[0050] Magnetically permeable materials also distort the earth's field directly by induced
magnetism. The amount of distortion seen at the magnetometer depends on the size,
shape, orientation, relative position and permeability of these materials.
[0051] It is a further aspect of the present invention that such induced magnetic distortion
be modelled. It would be possible to produce a complete model taking into account
the details of the bottom hole assembly in arbitrary detail, for which substantial
computer modelling would be necessary. In practice it is generally sufficient to use
approximate models with explicit formulae.
[0052] As an example, the magnetic field induced in a permeable ellipsoid can be expressed
in terms of Legendre functions. Prolate ellipsoids approximate the cylindrical shapes
of the highly permeable ('magnetic') drill collars above and below the magnetometer.
[0053] As a further example, the so-called non-magnetic drill collar in which the survey
package is placed may in fact be weakly permeable, so may the package container itself,
and the circulating mud may contain permeable materials as illustrated in Figure 5.
The effect of these is to partially shield the survey package from the earth's field,
as may be noticed in a workshop by the difference in readings seen between the survey
package housed and unhoused in so-called non-magnetic collar.
[0054] The relative influence of the induction around the survey package and that from the
distant but highly permeable materials depends on the particular construction of a
bottom hole assembly. For example it is desirable to reduce the length of non-magnetic
collar, as it is expensive, relatively weak in mechanical strength, and increases
the distance between survey package and the drilling bit. By reducing this length
the 'end' effects of permeable materials is increased, whereas with long non-magnetic
collars the end effects are weak.
[0055] The preferred formulae for the induction effect depends on several parameters, an
effective scale factor K
p for the near-package induction, and an effective scale factor K
s and effective direction vector
s v for the end-effect induction:
[0056] This induced expression is implicitly dependent through b
e on B, MDip, Azi, Inc and Rot.

[0057] A general induction correction will involve a 3 x 3 matrix of coefficients multiplying
the earth's field. However this is unnecessary in practice and introduces many parameters
to be found. The above preferred expression fits the circumstances well with fewer
parameters.
[0058] The earth's field crossing the survey package is to a first approximation only modified
in its transverse components, and assuming the survey package's immediate surroundings
to be axisymmetric, these transverse components will be modified in the same way.
This is reflected in the first term in the above expression where K
p is a single scale parameter.
[0059] The second part of this expression represents the distortion due to a distant permeable
object lying in a direction v
s, with a scale factor K
p. Generally it results in correction along each axis which each depend on all the
field components in be. If, as is often the case v
s is found to be axial, then there is no such mixing of field components. In this case
the total correction may be best understood by writing it in the form

which shows clearly an induced differential correction of the axial and cross-axial
field.
[0060] Values of magnetic field inclination and azimunth against drill bit rotation at different
points in a borehole are shown in the graphs of Figure 12a and 12b respectively. These
graphs show that the induced magnetic field depends largely on rotation of the drill
collar, the function being fairly smooth.
[0061] The value of incorporating induction into the model can best be appreciated by realising
that it models the shielding effect of permeable materials, ie an effective change
in the earth's magnetic field. Using a priori values of the earth's field as in much
of the prior art without taking into account shielding effectively forces errors into
the survey calculations. Those methods that depend on these priori values to compute
survey angles, or use them to correct for permanent magnetism alone cannot match all
the benefits of the present invention.
ELECTROMAGNETIC FIELD
[0062] Survey packages are associated with electronic systems that require electrical power,
and hence wires, generators and other components which carry electrical current. The
net constant or slowly varying current in any part of the system will generate a magnetic
field which may be detectable by the magnetometer. The modelled disturbance from any
one such part of the system is the product of a direction vector v
c scaled by K
c and the current I, and for the entire system is the sum of such parts:

[0063] The quantities v
c and K
c may be determined by experiment by applying the currents in turn; it is important
to note that v
c is not the direction to the part of the system carrying the current, but the vector
which describes the resultant magnetic field at the magnetometer. It can be seen that
in the model either the currents are to be treated as parameters or to be measured
and treated as a priori values.
GRAVITY MODEL
[0064] Because of shock, vibration and centripetal forces, surveys are normally taken while
drilling has temporarily been stopped.
[0065] Nevertheless when the drill pipe becomes stationary at surface, the stored torque
in the drill pipe may be released at the survey depth during the survey, in addition
to changes in torque caused by reaction from the drilling assembly when mud is circulating.
[0066] Therefore it is an object of the present invention to allow for a model of accelerometer
disturbances. One such model is for a small but constant rate of turn and of longitudinal
displacement. Then the x- and y- accelerometers will each see a centripetal component
of acceleration and the z- axis accelerometer will see an offset. Instead of a simple
time average, the individual time sampled measurements can be treated as a separate
survey with parameters for the rate of turn and longitudinal movement. However the
main benefits of such a model may be obtained independently of the magnetic field
model, ie improvements to the accelerometer readings can be obtained by means independent
of the present invention or by the means disclosed in the present invention with terms
relating to magnetometers struck out.
[0067] Consequently for the purposes of disclosing the present invention it suffices to
have the simplest possible model, viz

[0068] In the disclosure of the means of estimating parameters given below it will be seen
that the accelerometer readings are then fully integrated with the magnetometer readings,
although no particular sources of accelerometer disturbances are taken into account
by this model. It will be apparent that in situations where accelerometer disturbances
other than noise or uncertainty in G are important and where they are not to be dealt
with as a separate problem, then by incorporating them in the above expression, the
method of the present patent can be applied, and it is intended that the scope of
the present patent should include such extensions.
SURVEY CORRECTION
[0069] When there are the same number of parameters to be determined as there are measurements,
it is possible to solve the parameter estimation problem by requiring the predicted
measurements to equal the actual measurements. The resultant nonlinear simultaneous
equation may be solved by any of a number of means known in the art of numerical algebra.
[0070] Unfortunately it is often the case with real (imperfectly made) measurements that
wide variations in the exactly-determined solutions can result from small changes
in the measurements. For example in prior art B and MDip are sometimes given as a
priori values, in order to reduce the number of unknowns. When these values are only
slightly in error, the resultant solution for Azi can have significant errors. This
is particularly the case when the hole direction is near the horizontal along the
East-West axis, whereas when drilling North-South the error is likely to be small.
[0071] In the present invention a minimisation method is preferred, in which parameters
are chosen so as to minimise the difference between the actual measurements and the
predicted measurements. The means of measuring this difference is preferably that
of the sum of the squares of the differences between each measurement and the predicted
value. The differences are individually scaled to make them comparable with each other.
[0072] The estimation problem is then to find the parameters that minimise

[0073] Here the index j runs over the N different surveys used in the measurements and the
index runs over the three measurement axes. With known levels of instrument noise
it is reasonable to use the noise standard deviations for the magnetometer and acceleromater
scale factors σ
b and σ
g respectively. In the absence of credible noise statistics, it is satisfactory to
use approximate values of B and G respectively, in which case the square root of the
Fit is the root mean square normalised Fit, with Fit
0.5=0.0005 indicating a discrepancy between measured and predicted data of around 0.05%
of the total field values.
[0074] Figure 6 illustrates the relationship of the parts of this expression, the parameters
and the survey data. It shows how the survey measurements are compared to the predicted
fields, the differences squared and summed to compute Fit, which is then passed to
the minimiser. The latter iteratively makes a new estimate of the parameters, computes
the expected fields in the absence of disturbances and uses these with the remaining
parameters to update the predicted fields. The iterations are stopped when the Fit
is judged to be good. While it is preferred to work in local coordinates, nothing
in the method requires this choice, which could be a mix of coordinate systems consistently
applied. Furthermore, the illustration of sources of interference can be refined in
many ways as described previously without affecting the minimisation process.
[0075] There are several methods well-known in the art of numerical optimisation that can
be used to solve this minimisation problem, such as the Leverberg-Marquardy technique,
and the method chosen is not important to this invention.
[0076] There are also other measures of Fit that could be used, which do not affect the
nature of the present invention. For example, it may be advantageous to use the absolute
values of the differences instead of the squares of the differences in the above expression,
since this gives less emphasis to inconsistent data. In such cases general numerical
minimisation is required, as the least squares structure is lost.
[0077] It is well known in the art of numerical minimisation there is normally no guarantee
that the absolute minimum - the best fit - will be found. Thus it is possible that
for several choices of parameters small variations in their values will always increase
the Fit value, giving various minima. To help ensure that the choices of parameters
considered are always reasonable, the preferred implementation of the minimisation
routine will employ the technique known in the art of numerical minimisation as constraints.
These constraints circumscribe ranges of parameter values that the minimisation will
consider.
[0078] In the present invention the constraints include requiring
a) Kp and Ks to be positive, and to be less than empirically determined cutoffs;
b) vs to be close to axial
c) successive values of Azi and Inc not to vary by more than consisent with the drilling
assembly's capabilities
d) B, G, and MDip to be close to their approximately known a priori values, if available.
[0079] When a Fit is found where any of the parameters B, G or MDip are found to be constrained,
then this is an indication that there has been a failure in the survey package or
a major change such as a magnetic storm has occurred.
[0080] It is important to note that regardless of whether G, B or MDip are given a priori
values or are estimated in the minimisation, the predicted fields implicitly incorporate
a consistent relationship to them, and there is no need to impose additional constraints
in this regard. For example, in the afore-mentioned simple model for gravity, the
predicted field will always have the magnitude G.
QUALITY ASSURANCE
[0081] When data quality is poor however it is possible for a range of parameters to give
similar levels of Fit. To detect this case the present invention calculates the change
in root mean square Fit that results from small changes in each parameter.
[0082] A large change in Fit indicates that the parameter is well resolved whereas a small
change in Fit indicates that the choice of parameter is for example one of the induced
magnetism coefficients, then this merely indicates that induced magnetism is unimportant
for the given surveys. On the other hand if the parameter concerned is one of the
quantities Azi, Inc, Rot, B, MDip or G then the data is insufficient to provide reliable
survey results.
[0083] It is a matter of experiment with typical surveys to judge what value of Fit can
be considered good, and what change in Fit for a given parameter change is acceptable.
MULTIPLE SURVEYS
[0084] The use of multiple surveys will now be described. Sufficient surveys must be used
to give more data than unknowns if a good quality correction os to be obtained. Conversely
if too many surveys are used then the assumptions on constancy of parameters may be
inappropriate. The preferred number of surveys is five, but where more than one source
of distortion is found to be large, then the number of surveys should be increased
to seven of nine. The quality assurance procedure referred to above indicates when
the number of surveys has to be increased.
[0085] If however there are severe changes in the parameters, such as from an apparent change
in apparent magnetism, or a large variation in the earth's magnetic field, or at the
commencing stages of drilling, then it may not be possible to use as many levels as
desired. In this case the number of parameters to be found has to be reduced, possibly
by using the simpler version of the induced model, or by introducing a priori values
of some parameters and choosing not to use them in the minimisation process.
[0086] When drilling, the corrected hole direction at the last survey depth, k say, necessarily
can only be combined with shallower surveys k- 1, k- 2.... However, when the next
survey k + 1 is taken, the hole direction at k can be reassessed using the data k
+ 1, k, k - 1... This preferred method has the merit that it takes into account the
later state of the survey system, and helps to confirm that nothing untoward has occurred.
In general it is desirable to compute a corrected hole direction using surrounding
surveys. In the expression for Fit given above, preferably only the parameter corresponding
to the central survey should be used.
[0087] During normal drilling operations the bottom hole assembly is replaced frequently,
before extending the hole further on a separate run. Thus surveys are made at similar
depths but with different bottom hole assemblies and hence different model parameters.
When the surveys from each run have been corrected satisfactorily by means of the
invention as so far disclosed, or by other means if any, it is possible to effect
a further but smoothed improvement in the hole direction estimate. Thus it is a further
aspect of the present invention that surveys from separate runs can be combined into
one minimisation, where only those parameter than can sensibly be considered constant
between trips are the same in the predicted fields for two runs. For example, Azi
and Inc will be made the same and often, G, B and MDip.
ILLUSTRATIVE RESULTS
[0088] Figures 7 - 11 illustrate various aspects of the invention obtained using actual
survey data over a continuously drilled section of 1,400 metres. In Figures 7 and
8 the estimated values of B and MDip are compared to a priori reference data obtained
from the well-known IGRF [expand name] model. The differences are less than the expected
local variation for the geographical area concerned, and are essentially constant
over the full drilled section. Figure 9 shows the three components of permanent magnetic
flux, showing firstly the larger axial component and secondly that the cross-axial
components are not negligible.
[0089] Figure 10a shows the off-axis angle of the vector v
s and K
s in the end-effect induced magnetism correction, which as expected is small. All the
magnetic parameters of the drilling assembly are essentially constant as anticipated
in the formulation of the invention.
[0090] Figure 10b shows how the azimuth of the induced magnetism varies with depth, which
as expected is reasonably constant as the magnetic parameters of the drilling assembly
are essentially constant as anticipated.
[0091] Figure 11 shows the results of two runs with different drilling assemblies, corrected
separately over an overlapping section of hole . While the corrected azimuths are
very similar, the permanent magnetism and the uncorrected azimuths are markedly different.
[0092] Figure 12a shows how the induced magnetism inclination varies with the rotation of
the drilling assembly, and Figure 12b shows how the induced magnetism direction varies
with the rotation of the of the drilling assembly.