J. S. Afr. Inst. Min. Metall, vol. 87, no. 10. Oct. 1987. pp.
293-306.
Turning the tables – an interactive approach to the traditional
estimation of reserves
by ISOBEL
* Managing Director, Geostokos Limited,
36 Baker Street,
Ó The South African
SYNOPSIS
This
paper reviews some of the traditional methods of reserves estimation based on
lognormal distribution with or without an additive constant. In the rush to computerize mine planning and
grade control generally, proven estimation methods, such as Sichel’s t, seem to have been
overlooked.
By
use of a personal microcomputer, the traditional methods were
investigated thoroughly, the results being tested against existing
tables and figures.
The
fitting of a lognormal distribution, including estimation of the additive
constant, is discussed, and the calculation of Sichel’s
t estimator and its associated
confidence limits is described in detail.
Payability calculations for a lognormal distribution are
also covered briefly.
The
advantages of personal computers, particularly speed and ease of use, are emphasized. This
low-cost approach permits detailed investigation of some of the assumptions and
approximations inherent in the established methods of calculation. Several disturbing discrepancies are revealed in various factors, and some generalized
statements made by previous authors are found to be over-simplistic.
Full
details are given of acceptable approximations and
computer algorithms, and concern is expressed over the possible loss of proven
methods under the welter of new, sophisticated computer software.
Introduction
The
development and availability of personal computer power over the past few years
have been phenomenal. The proliferation
of manufacturers, operating systems, suppliers, and packages leaves the
potential user breathless and (sometimes) bewildered. Whatever the choice of hardware ¾ or
software ¾
the trend worldwide seems to be away from the giant mainframe computer towards
the minicomputer and microcomputer.
In
this day of the ‘personal computer on every desk’, perhaps it is time to
re-appraise some of the techniques that are traditionally
carried out with pencil, calculator, and definitive tables. These methods, which have proved their value
over any years of operation, can be emulated on
computers of any size. Why, one asks, has this not been done?
The
main resistance to computerization seems to have been twofold. The inaccessibility and sheer cost of
calculating (say) a Sichel’s t estimator on a mainframe has been a major
discouraging factor!. Secondly, the need to acquire considerable
computer expertise before being able to operate such systems persuaded all but
a dedicated few to stay with the tried and trusted calculation methods. The advent of personal computers and the
benefits of ‘user
friendly’ software have removed both of these problems.
This paper discusses three of the typical
tasks undertaken at various stages of reserve estimation:
(a)
the determination of lognormality of
sample values and the possible choice of an ‘additive constant’ for the
three-parameter lognormal;
(b)
the calculation of Sichel’s t
estimator and associated confidence levels for two- or three-parameter
lognormals; and
(c)
the
calculation of pay limit/pay value/percentage payability, which is generally
undertaken with the use of such graphs as Krige’s
GRL20.
The
purpose of this paper is simply to discuss the implementation of the
traditional practices on a digital computer, as has been done at Geostokos,
The Lognormal Distribution
All
the tasks described above relate to the application of the lognormal
distribution to sampling and estimation problems. Traditionally, samples are
assumed to come from a lognormal type of distribution, sometimes
modified by the introduction of a third parameter – the ‘additive constant’. The efficacy of this approach in practice has
been proved time and time again, particularly in its
application to the problems of the
A
typical approach to an estimation problem, then, would be to estimate values
for the parameters associated with the relevant lognormal distribution and then
to use these values to carry out payability calculations for the study
area. The values that need to be estimated are the additive constant (if any), the average
value, and the logarithmic variance of the distribution. Several methods are available for this
calculation, but this paper confines itself to the traditional approaches that
use logarithmic probability plots and the t estimator developed by Sichel@ #.
The Fitting of a Lognormal
Distribution
In
the late 1940s, the first ‘probability’ paper became available$. This graph paper is used
for the plotting of data value (generally on the vertical axis) versus the
percentage of samples below the data value (horizontal axis). In the standard probability paper, the ‘value’
axis is arithmetic. The percentage axis is constructed in such a way that a set of samples from a
normal (Gaussian) distribution produces a straight line. The data value corresponding to the 50 per
cent point is taken as an estimate of the mean of the
distribution. The standard deviation can be calculated directly from the slope of the line – the
usual procedure is to take the difference in value for the 84 and 16 per cent
points and divide this by 2.
There is no
clear indication of the first use of probability paper in the mining industry,
but this must have followed closely on the heels of its invention, since it was
in common usage by the 1950s%. For the
lognormal distribution, the arithmetic value scale is
replaced by a logarithmic scale.
In this way, a set of samples from a lognormal distribution will give a
straight-line fit. The 50 per cent point
is now the median, and the logarithmic variance can be determined from the
slope of the line, as before.
In
general, the procedure would be something like this:
(1) construct a histogram from the sample
data;
(2) calculate ‘cumulative’ frequencies, i.e.
number of samples below a given data
value;
(3) calculate the percentage of samples below a given value;
(4) plot ‘data value’ on the logarithmic
scale and ‘percentage of samples’ on the probability scale; and
(5) by eye, fit a straight line through the
points.
The
judgement of whether the line ‘fits’ the points is a
subjective one. However, experience has
shown that there is seldom any ambiguity about the decision – it either fits or it does not.
The process can be refined by the application of a statistical test,
such as the c2, to check the fit of the
samples to the distribution.
The Third Parameter
Once
probability plots came into common use, it soon became apparent that the
lognormal distribution did not always fit the sample data. A common occurrence was a sharp downturn in
the data at the lower end of the graph, giving significant deviation from the
straight line. In 1960, Krige^
introduced a third parameter – the additive constant – into the analysis. Instead of the sample value being plotted on
the logarithmic scale, the value plotted was ‘sample value + constant’. This has the effect of raising the downturn
so that the line straightens out. The
criterion for the ‘best’ value for the additive constant is that in which ‘the
plot of the points best resembles a straight line’
(Krige&,
p. 7). The process of estimating the
third parameter is not a simple one. The
additive constant must be included in the data value before it is plotted on the logarithmic
scale. This changes every point in the
graph – not just those off the line.
Strictly, then, one should plot a graph for each possible value of the
additive constant and then select that which gives the straightest’ line.
Rendu* (p. 7) suggests an arithmetic means of arriving at the
additive constant based on the 50 per cent point and two
complementary percentile points. Current
usage favours the 16 and 84 per cent points for this
calculation. This drastically reduces
the amount of calculation and plotting involved. However, Rendu
notes that ‘It is therefore important to check graphically that the cumulative
distribution of x+º is
lognormal’ (where x is original sample value and º the
constant). In other words, one still has
to decide whether the line is straight when the third parameter is included in
the analysis. If Rendu’s
formula 2.13 does not give a straight line, one must revert to trial-and-error
methods or reject the three-parameter approach.
The Digital Computer
This
process seems to be an ideal candidate for the special abilities of a digital
computer. The criterion for the ‘best’
fit has been clearly stated as the straightest
fine. The actual computation procedure
is simple enough, but is extremely tedious.
The computer is the ideal tool to carry out this type of repetitive
calculation swiftly and without error.
The
process can be summarized simply as follows:
(a)
choose an additive constant,
(b)
construct a probability plot,
(c)
fit a straight line through it, and
(d)
measure
deviations from the line.
This
procedure can be repeated for many values of the
additive constant in a fraction of the time it would take to tackle one value
manually. The only numerical
complication is in the construction of the ‘probability’ axis. Many algorithms are available for this. This author favours
the use of JRSS Algorithm 111 by Beasley and Springer', which is a
FORTRAN subroutine called PPND – ’Percentage Points of the Normal Distribution’. This routine provides the standard normal
deviate associated with any given percentage of samples.
There
are, of course, many methods of fitting a straight line through a set of
points. At Geostokos, we favour the standard least-squares approach, choosing to
minimize the difference between the ‘percentage of samples’ and the ‘percentage
of lognormal distribution’ below a given data value. In fact, this measure can
be used at both stages:
1)
once an additive constant has been
chosen, the best line minimizes the difference between observed percentage and
expected percentage;
2)
for a
set of additive constants, the best line is the one with the smallest minimum
difference.
In
plainer language, the set of parameters that ‘best resembles a straight line’
is the set that produces the smallest differences between the observed
percentage and the expected percentage as measured by the sum of squares of
these differences.
A Computer Program
In
our computer implementation of this method, we work on the assumption that the
data really do come from a three-parameter lognormal distribution. This may sound trite, but few computer
programs are written to argue with a user who is
determined to apply an inappropriate analysis.
The
practical consequence of this assumption is that, if successive values are taken for the additive constant, the line will gradually
straighten out until the correct value is reached and then start to curve again
in the ‘Opposite’ direction; that is, there is a best-fit line somewhere. In practice, we have programmed our software
to stop if the additive constant becomes larger than the largest sample value
and a minimum has not been reached. This is an arbitrary (but sensible) stopping
rule.
Our
program chooses a starting value for the additive constant, and successively
raises this by increments until a minimum has been found and
passed. To save unnecessary
computation, a fairly large increment is chosen. This increment is then
reduced, and the region around the supposed minimum is searched for a
more precisely defined minimum. This
process can be repeated until the required precision
is reached. We have found that a
starting increment equal to around one-tenth of the first histogram interval
gives a satisfactory compromise between speed of operation and the number of
repetitions required.
Timings
for this sort of procedure vary considerably.
A histogram with a large number of intervals and a high value additive
constant will take the longest run time.
The example given as Figure 5 by Krige& (p. 7) takes
less than 10 seconds on a standard IBM PC without coprocessor. An example with 120 intervals and an additive
constant half way through the range may take up to 2 or 3 minutes.
Perhaps
it is worth noting that, if one does not have enough samples to build a
histogram, the above process works equally well on ungrouped sample data.
A Statistical Approach
The
technique described above is the traditional approach and merely emulates on a
computer what analysts would normally do by hand. The computer chooses successive additive
constants and checks which one gives a set of points that
most resembles a straight line.
However,
there are many other ways of trying to solve the same problem. For example, in the late 1960s Sichel’s
studied (at some length) generalized moment methods for moderate to large sets
of samples. He pointed out that, for
small sample sets from this sort of distribution, ordinary moment methods can
be distinctly unstable.
One
statistical approach to the problem of fitting a three-parameter lognormal
distribution to a set of sample data is briefly discussed
here. Using exactly the same approach as
the traditional one, the aim is to minimize the difference between the observed
percentage of samples below a given value and that predicted by a distribution
model. In fact, as described above, the
sum of the squared differences is minimized.
Now,
one has a set of observed percentages and can specify the distribution model by
giving values to the three parameters - mean, variance, and additive constant. This is the classic least-squares
problem. The only difficulty is that the
classic least-squares approach does not give a set of linear equations that can be solved for
the ‘best’ values of the three parameters.
Instead, it gives a set of equations that are non-linear. The non-linear
least squares (NLLS) problem has been discussed fully elsewhere","
and is very simple to implement on a computer.
The application of the NLLS approach to the three-parameter lognormal
fitting is described in Addendum 1.
There
are two practical implications in the application of the NLLS method. Firstly, this kind of ‘iterative’ method
requires a ‘starting point’ – that is, one has to provide first guesses at the
values of the parameters. Secondly, it
can be seen in practice and proved in theory (MacDonald, personal
communication) that the NLLS method tends to be less
influenced by erratic values in the tail of the distribution and more by
the whole shape of the curve. This is a
distinct contrast to either moment methods or probability plotting. We have found a happy compromise in the use
of probability plots to provide the initial estimates for the NLLS routine.
The Additive Constant
Krige&
has noted that the choice of additive constant seems to have little effect on
the final estimate of the average value.
This is true when the average value is estimated
directly from the probability plot or when NLLS is used. However, the logarithmic variance can be unduly influenced by a change in additive constant – by
up to 50 per cent in some cases. In
addition, if the constant chosen is used in a Sichel’s
t type of estimation, the average
grade may also be affected, since the optimal estimator depends heavily on the
logarithmic variance of the samples.
Table
I shows a set of 15 (simulated) samples from a three-parameter lognormal
distribution with an additive constant of 100.
Table II shows the effect of feeding different additive constant values
into a Sichel’s t computation. One
interesting feature of the results is that the logarithmic variance declines
steadily as the additive constant rises.
The other point of interest is that, despite this feature, the estimated
mean value stabilizes once the ‘true’ value of the additive constant has been reached.
Have we, perhaps, struck another empirical tool in deciding the value of
the additive constant?
In
short, then, the choice of additive constant for small sets of samples could be
crucial if a more ‘objective’ estimator of the average grade -
say, Sichel’s t - is
to be used and if confidence levels are to be calculated. Although the estimator and (strangely enough)
the lower confidence levels stabilize fairly quickly, the logarithmic variance
and the upper confidence level change
significantly with the choice of additive constant. This would also affect any later calculations
on recovery or payability, since these depend almost exclusively on the
logarithmic variance.
Thus,
the extra effort of obtaining ‘good’ estimates of the logarithmic variance will be repaid in more accurate confidence levels and pay
limit calculations.
Estimation of Maximum Likelihood
The
previous discussion covered two approaches to the fitting of a lognormal
distribution to a set of sample data.
The use of probability paper to fit a straight line -
either empirically or by Rendu’s shortcut – is
essentially an intuitive least-squares approach. The other method put forward for
consideration was an iterative NLLS approach, requiring initial estimates for
the parameters involved in the lognormal model.
Almost
forty years ago, Sichel,@,!# first put
forward his method for the estimation of maximum likelihood for the average
value of a lognormal distribution and for confidence limits associated with
this estimator.
The
criterion of maximum likelihood is (in simple terms) a method of finding the
model distribution from which samples are ‘most likely’ to have come. It can never be emphasized too much that
measures of probability (like least squares) calculate the likelihood of
samples coming from a given model population.
They do not calculate the probability that the model fits the data but
rather that the data fit the model. This
is not at all the same thing, especially when it comes to the evaluation of
such concepts as confidence intervals.
Sichel,
then, evolved the theoretical background to an estimator of the average of the
lognormal distribution and associated confidence levels on this estimator. This theory has been
substantiated by almost forty years of practical use, the major
developments over the years being updated and more accurate tables for the
various factors. The
production of Sichel’s tables, specifically those given in the 1966 paper#,
was programmed expertly by Vera Marting. However, no details on the computer
algorithms or approximation techniques are given in
the paper.
The
tables currently in use are those published by Wainstein! in
1975, which have been copied and quoted in many other papers
and textbooks (e.g. Rendu*, David!$). Although Wainstein
extensively described his computerization of the Sichel t approach, his quoted computer costs and timings were prohibitive
and seem to have discouraged other workers from tackling the same problem. With timings such as 61 minutes to produce a
single A(T) integration on an IBM mainframe, Wainstein needed to use approximation techniques to obtain
his final tables for the Ø factors. The
computerization that is fully described here is a
workable compromise between mathematical exactitude and response time on a
microcomputer. The results can be shown
to achieve an accuracy of 99,998 per cent for all the factors, provided that there are at least five samples in the data
set. For four samples, the accuracy
achieved was only 99,98 per cent.
Sichel’s t Estimator
The
mathematics of Sichel’s maximum likelihood estimator are
extensively documented in Sichel’s own papers and by Wainstein!. For completeness, the bare bones of the
mathematics are given in Addendum 2. In this part of
the paper, the discussion is couched in intuitive terms and slanted towards the
implementation of this established estimation method on microcomputers.
Sichel’s
t estimator was developed for a two-parameter
lognormal distribution. This is
discussed in detail in this section of the paper, with an indication at the
conclusion of how the estimates should be adjusted in the three
parameter case. Sichel’s notation
is used throughout, except where this conflicts with
the notation (Krige’s) established earlier in the
paper.
The
first stage in this type of estimation is to take the logarithm of each sample
value. For simplicity, the natural
logarithm (loge or
ln) is taken.
The use of logarithms to the base 10 simply leads to the introduction of
an unnecessary constant. The average of
these logarithmic values is calculated (y-), as is the sample variance (V).
It is emphasized that V is the sample variance since it is the average squared, deviation
from the sample mean. This is the
maximum likelihood estimator for the logarithmic variance; it is, however, a
biased estimator for the logarithmic variance.
By tradition, then, V has always been used in Sichel estimation rather than the
unbiased estimator (s@).
Development
of the likelihood theory reveals that the ‘best’ estimator of the average value
of the lognormal distribution is the anti-logarithm of the logarithmic average multiplied by a factor that depends on
the number of samples (n) and the
logarithmic sample variance (V). This factor is referred to gn(V) in all the literature. The mathematical expression for gn(V) is a summation of an infinite series
of terms involving n and V. This presents few computation
difficulties except for the usual ones of rounding error and stopping rules.
The
first problem concerns the number of terms actually to be
summed, i.e. what is the approximation to infinity in this context? We use the simplistic approach. Once the next term to be
added to the series becomes smaller than our ‘precision’ criterion, we
stop. We have found that a figure of
0.000001 (10Ð^)
is adequate to reproduce all the published figures. The use of smaller figures seems to have no
effect on the calculations.
The
second problem, especially with microcomputers, is the possible rounding error
introduced by the calculation of the individual terms in the summation. Three figures are raised
to powers, and two factorial type expressions must be evaluated. We have taken the simple precaution of using
a recurrence relationship to calculate the next term in the series from the
previous one. The expression is given in Addendum 2.
The
execution time for the calculation of gn(V) is negligible, even on a
microcomputer. We have not carried out
any detailed timing runs for this factor.
Confidence Levels
The
real computational difficulties are encountered in the
evaluation of confidence levels for the Sichel’s t estimator. Although the t estimator is the ‘best’
estimate for the true average value of the lognormal distribution, it is often
vital to know just how accurate this estimator is. The traditional approach to
this question has been the production of ‘confidence levels’. These calculations give an idea of how ‘close’
the estimate could be to the true value.
This permits the association of a measure of confidence to (say) the
payability of an area to be mined.
The
classical approach to the calculation of confidence levels is as follows:
(1)
establish what estimator to use for the
parameter,
(2)
derive the probability distribution of
that estimator,
(3)
specify a level of risk that is
acceptable,
(4)
find the corresponding percentage
point on the distribution of the estimator, and
(5)
measure
how far this is from the ‘true’ (expected) value of the parameter.
Sichel’s
papers@,# detail the form of the estimator (described above) and
derive the probability distribution theoretically. The problem is merely to program this on the
computer. The mathematics is given in Addendum 2. The implementation is discussed here only in the simplest terms.
The
estimator (t) is a statistic
calculated from a given number of sample values (n). Another set of n samples would give a different set of
values, which would yield a different t
value. A hundred such sample sets would
yield a hundred potentially different t values.
However, these t values would present some sort of predictable behaviour, because the distribution the samples come from
is known and there are always the same number of
samples. Mathematically, then, Sichel
derived a formulation for the distribution that would be expected if lots of t
statistics could be produced. In fact,
the distribution he obtained was for a function of t that he denoted T
(Addendum 2). Sichel calls this
probability distribution of T values,
A(T).

The
probability density function (p.d.f.), A(T), shows the distribution of possible T values with respect to the ‘true’
average value of a lognormal distribution for a given number of samples. The p.d.f.
A(T) depends on two major factors: n, the number of samples used in the
estimation, and s@ ,
the logarithmic variance of the lognormal distribution; that is, a different n will give a different shape to A(T) (Fig. 1). So will a different s@ (Fig. 2). Here is the first real problem in
the calculation of confidence levels for a Sichel’s t estimator. One generally
knows how many sample values one has.
However, very rarely does one know the true logarithmic variance of the
whole distribution.

Both
Sichel and Wainstein mention this problem. Sichel states that the A(T) distributions are virtually identical in the region 0.3 <
s@ < 1.5 and suggests that the
selection of s@ = 0.7 is an acceptable compromise. Wainstein produces
a table comparing the percentage points actually obtained if s@ is assumed to be 0.7
when it is not. He concludes that the
decrease in accuracy is negligible within the above range. Wainstein makes no
recommendations as to what action to take if (say) s@
= 3.0. Some simple comparisons on
the resulting 0 factors for s@
= 0.7, 0.3, s@ = 1.5, and s@ =n V/(n – 1)
are shown in Table III.
Table
III lists a subset of the usual range of V values and a fixed number of samples
(10), and illustrates the differences for the upper 95 per cent confidence
level. It can easily
be seen that the Ø factors change with the assumed value for the ‘true’
logarithmic variance. A smaller true
variance leads to a smaller Ø value. This
makes some sense since, if the original values are less variable, the estimates
of the mean should also be less variable.
A closer inspection of the values in Table III shows
that, for small V (small observed variance), the differences between the
columns are minor, amounting to 1 per cent at most. For ‘usual’ values of V, around 0.6, or 0.8,
with s@ = 0.3 instead of 0.7, the Ø
value is over 6 per cent lower; at s@
= 1.5 there is a similar
discrepancy. The use of the ‘best
unbiased estimator’ of s@
(s@ = n V/(n – 1))
obviously gives around the same value.
For an observed sample variance of 1.5, the differences mount to between
12 and 13 per cent. At V= 2,0, there
is a 12 per cent difference between s@
= 0.7 and s@ = 0.3.
For
s@ = 1.5, the,
difference is 16.5 per cent, and for s@ =
s@, 28 per cent.
It
would appear, then, that changes in the assumed value of the true logarithmic
variance can affect the calculated Ø factors by up to 30 per cent in situations that are hardly extreme. For
the lower confidence levels, which are perhaps more important in practice, the
discrepancies are not so high, although they are still significant. To assume a blanket value of 0.7 for the true
variance when we provide tables for observed variances between 0.01 and 3 seems
a little unrealistic. It is felt that
this question of the assumed variance has been dismissed
too lightly in the past and warrants further in-depth investigation. However, that is not within the scope of the
present paper.
Calculation of A(T)
As
stated above, the probability density function for T, A(T), is a function of the number of
samples used (n) and the true
logarithmic variance (s@ ). The value of A(T) for a specific value of T
is an involved expression in T, n, and
s@ , and is given
in Addendum 2. In fact, it involves an integration of a complicated function
over the range zero to infinity. The
calculation of this function on a computer, then, depends on the numerical
evaluation of this integral.
There
are many methods of numerical integration sometimes known as quadrature (Abramowitz and Stegun!%). In all these methods, the formula is evaluated at intervals over the range of
integration. These values of the
function are combined in a weighted average, which
approximates the integral. Intuitively, the smaller the interval, the more accurate the
numerical approximation. However, the smaller the interval, the longer the calculation time. One must decide, then, what interval achieves
the necessary precision on the integration without making the calculation time
prohibitive.
In
this particular integration, there is also the problem of when to stop
integrating, i.e. what is the approximation to infinity. There are three decisions to be made, then:
(a)
what method of numerical integration
to use,
(b)
what interval for discrete
approximation to use, and
(c)
what
approximation to infinity is sufficient.
Although
it would be possible to choose these factors based on strict mathematical
criteria, we have chosen to do so empirically.
We chose as our criterion those factors which
produce a probability density function that is accurate to five figures (99,999
per cent). We feel that this is adequate
for all normal usage.
Abramowitz
and Stegun!%
(Section 25.4) give around three dozen different methods of numerical
integration and their associated precisions.
We experimented with five of these and found little difference between
the final accuracies achieved. Finally we settled for the extended Simpson’s Rule, which
satisfied our operating criterion.
The
selection of an approximation interval is, of course, tied
into the integration method chosen. We
found that an interval of 0.010 was sufficient for n > 5. Some loss of precision was experienced for n = 4 (99,98 per
cent) and more for n = 3 (99,64 per
cent). However, we could not obtain any
improvement on this by taking smaller intervals in the integration. This may be a reflection of the instability
of the mathematics for n < 5,
rather than computational problems!
#.
It was decided that an interval of 0.010 was adequate
for normal usage, 0.005 being used for further investigative purposes.
Detailed
investigation revealed that the number of intervals needed – or the range of
integration – depends greatly on n. The higher the value of n, the lower the
range of integration needed. We decided
on a fixed range that would serve all n values.
This means that more computation is carried out
than is needed for large n values.
However, we feel that the time saved by altering the range would be offset by testing for the range actually
required. The final decision was to take
the value 5.0 as our approximation to infinity.
At an interval of 0.010, this means 500 intervals. For an interval size of 0.005, we need 1,000
intervals.
Our
main timing runs were carried out on our in-house
microcomputer, an Alpha Micro 1000 machine.
This system is approximately four years old, and was one of the first
systems based on the M68000 16-bit chip.
We use a FORTRAN 77 (full) compiler.
However, the approaches described can be implemented
in any high-level scientific language.
All timings are ‘real time’ not CP time – that is, the actual subjective
time taken to run the calculations on a one-user machine.
Timings
need to be split into two parts. There is an ‘overhead’ time in calculating
the multiplicative factors at various intervals. This remains fairly
constant at around 19 seconds for odd values of n, and 24 for even values.
The difference is caused by the calculation of
the T function in the overall
constant (Addendum 2). Once the overhead
calculations have been carried out, single values of A(T) can be calculated in tinder a second (for values in the tails),
with some points taking upwards of 5 seconds (central values for n<10).
In
summary, we evaluate the probability density function of T using the Extended Simpson’s Rule numerical integration
method. We integrate over a range 0 to 5
using an interval of 0.005 for our investigations. This gives better than 99,98
per cent for all n > 3. All of
this evaluation was carried out with s@ =
0.7.
Evaluation of Confidence Levels
We
can now evaluate (and graph) the probability density function for the T
statistic from a given number of samples.
We can, therefore, investigate the likely difference between our
estimator (or rather, this function of it) and the
actual ‘true’ value for the average value over the study area.
The
principle of confidence intervals is one that is very easy to express
mathematically, but a little more difficult to explain intuitively. Effectively, we wish to make a statement
along the lines ‘our best estimate for the average is .... but
we can only be p per cent confident
that the true value is above. . .’. Without going into the lengthy
ramifications, this reduces in practice to finding the value of T below which p per cent of the distribution
lies, say Tp.
Now,
given a value of T, we can work out
how much of the distribution is above it by integrating under the function A(T).
This is purely a repetition of our previous problenl
After extensive (empirical evaluation, we chose to use the simplest trapezoidal
integration method: a range of [-20, 10] to approximate the actual range of ( – ¥, + ¥) for n > 5
and [-40,
30] for n < 5; an interval
size of 0.10 over the whole range. With
these choices, a complete integration over the whole range takes 878 seconds
for n = 5,
549 seconds for n =10, and 471
seconds for n = 20.
For
confidence levels, we have the reverse problem: what T corresponds to a given area under A(T). Sichel gives no
indication of how he solved this problem.
Wainstein’s approach was to evaluate the
integral of A(T) for a set of specified T values. He then interpolated between these, using a
parabolic curve-fitting technique. Wainstein himself says, "However, it must be emphasised that this method is not optimal". We have implemented a method that removes the
approximations used by Wainstein and produces the Ø
factors to any desired level of precision.
Our
procedure is as follows:
(a) select the interval size and
approximation to infinity,
(b) integrate over successive intervals until
the next one would take us over p per
cent,
(c) change to one-tenth of the current
interval size, and
(d) repeat until the interval size has become
smaller than the required precision.
This
procedure is illustrated in Fig. 3 and is as precise
as one can get with a numerical technique.
No real approximations are included in the process as we ‘home in’ on
the correct value for Tp.
It
is a little difficult to give definitive computer timings for this process,
since it depends on both n and p. Table IV gives a set of timings on
the Alpha Micro for some possible values of both. These can be used as
relative timings for other machines.
These timings are for single confidence levels only. A value for s@ of 0.7 has been
used throughout. The timings (and
costs) for producing confidence levels are significantly affected by different
values of s@ .
Some examples have been included in Table IV.

A
program can be written to order the percentage points
and take advantage of the integrations already covered. This sort of approach was used to produce
Table V, which is a complete table of gn(V) and Øp factors for n = 10.
This table requires 829 seconds to complete on the Alpha Micro. Extra lines can be added
to the table at a marginal extra time of around 1 second per line.
In
that case, the timings would be affected (severely) by the choice of values for s@ .
If we chose to put s@ = n V/(n-1), for example, the timing for the
same table is 18,929 seconds, i.e. over 5 hours. A full set of tables such as
Table V can be obtained from the author. In those tables, V values are taken up to 3.0.
Other Advantages of Computerization
Traditionally,
Sichel’s t approach has been used to estimate the average value of a two- (or
three) parameter lognormal distribution and associated confidence limits. Tables, published by Sichel and Wainstein, have eased this task by providing figures for
specified numbers of samples (n) and
logarithmic sample variances (V). Where the user had values that were not shown on the tables, linear interpolation was
considered sufficient.
One
of the major advantages of computerization apart from the speed and reliability
of its arithmetic (sic) -is that we obtain the correct result
for any value of n and V. No interpolation is
needed, since the integrals are evaluated for each particular case. Table VI shows some comparisons between
linear interpolation and direct evaluation.
We have chosen to compare the ‘actual’ Ø factors when n = 8 with
those obtained using linear interpolation between n = 5 and n = 10. This example was inspired by the illustrative
calculation in Rendu’s book8, which uses 8 samples with a calculated logarithmic variance of V=0.0445.
Table
VI is for the upper 95 per cent confidence limit only, and shows the percentage
difference between the actual and the interpolated figure = 100 (actual – interpolated)/actual. The results are rather disturbing. For Rendu’s
example, interpolating between columns carries a penalty of over 3 per cent
error. This seems a little
disturbing. As the logarithmic variance
rises, so does the error when linear interpolation is used. At the desired 0.7 level, the error has
mounted to 24 per-cent. At V =
0.9, which is cited by Krige^ as the usual value, the error is over 30 per cent. This must cast some grave doubts on the use
of the tables as quoted by Rendu*,
David!$,
and others. This was one of the major
factors in our decision to use a different layout (Table V) in presenting the Ø
factors. This kind of presentation makes
it very tricky to interpolate between values for different n.
Linear
interpolation is also used when V is not exactly equal to one of the values given on the
table. In Rendu’s
example, s@ =0.0445. Checked against Table VI, interpolation
between V= 0.04 and V= 0.06 leads, at most, to a difference
of 1 in the third decimal place, for all columns in
the table. This, at least, is a little
more reassuring.
In
short, the use of a computer to evaluate Sichel’s t estimator and its associated confidence limits results in greater
speed, arithmetic accuracy and, above all, the elimination of the
approximations that are necessary when tables and graphs are used.
Pay Value and Payability Calculations
The
third technique that is discussed in this paper is the
method of calculating ‘pay’ and ‘percentage payability’ values once the
lognormal distribution - two- or three- parameter-has been
established. In the estimation of ore
reserves, it is generally acknowledged that material
below some economic cutoff or ‘pay value’ will not be mined or included in the
declared reserves for the mine. The two
techniques discussed in the two previous sections are for the complete
distribution and for the estimation of the parameters for the ‘best’ lognormal
distribution. This section discusses
briefly the results of applying one or more pay limits to the distribution, and
hence to the mine area.
It
is perhaps worth noting that the problems of converting from a ‘sample’
distribution to a block or stope distribution are not covered. It is a well-documented fact that block and
stope values tend to be less variable than those measured on relatively small samples. This will, of course, affect the calculation of the percentage
payability and the average value of the ore.
The calculation of block factors is not within the scope of this
paper. However, the procedures described
here can be applied to any lognormal distribution provided values for the three
parameters can be provided: the average value of the
whole distribution, the logarithmic variance, and the additive constant (if
any).
It is assumed that there are stable estimates for the
parameters of the lognormal distribution, which has been derived from the
samples. This is a complete distribution
including material that will not be mined under normal
circumstances. If a pay
limit is applied to this model, all the material below the pay limit will be
rejected as ‘unpay’, and only material above the pay
limit will be added into the calculated reserve. The values of interest are the average value
of the material that will be mined, and the proportion
of the deposit that lies above the pay limit.
There
have been two main approaches to these calculations. In 1962, Krige!^ produced a
graphical representation between the four quantities: pay limit/mean value, pay
value/mean value, logarithmic variance, and percentage payability. The definition of any two of these quantities
permits the direct calculation of the other two. This graph is in widespread use in the
industry and can be regarded as definitive.
Other
authors (e.g. David!$)
have preferred to give the mathematical relationship and suggest that users
calculate each result directly. In this
approach, which is detailed in Addendum 3, the user
must supply the parameters of the lognormal distribution and the pay limit to
obtain the pay value and the payability.
In addition to the mathematics, the user needs a table of the cumulative
normal (Gaussian) distribution function.
This is generally the first table in any set of statistical tables or
textbook. To computerize this approach
is the work of a moment, requiring only a routine for the normal function. Many algorithms are available for this
function (e.g. Abramowitz and Stegun!%,
p. 931). Algorithms such as 26.2.19 give
up to seven significant figures in precision, in a range of six standard
deviations on either side of the mean value.
One
advantage of the graphical approach over the simple calculation is that the user can (say) define the desired pay value and
read off the pay limit that must be applied to reach this goal. Similarly, the user can define payability and obtain the relevant pay limit and pay
value. The latter can be carried out by
a program simply by reversing the mathematics and using an algorithm for the
inverse of the normal distribution function – such as the PPND discussed in the
first section of this paper. It is much
more difficult to calculate the results starting with a desired pay value,
since the mathematics is complicated by two normal
inverses. The usual answer to this, in
practice, is to calculate the results for several pay limits and ‘home in’ on
the desired pay value.
As
far as timings are concerned, it is more efficient to use the (b) form of the
mathematics given in Addendum 3. There is a very small overhead in the
calculation of the logarithmic mean and in square-rooting
the logarithmic variance. Apart from
that, the timing costs should be constant per pay limit. On the Alpha Micro, single calculations of
pay limits take around 0.03 seconds each.
On any IBM PC (without coprocessor) the results
appear on the screen with no perceptible pause.
The entire GRL20 graph can be recreated in
around 6 seconds on the Alpha Micro excluding the physical plotting time (which
will depend on the plotter used).
The Additive Constant (Again)
The
first section of this paper discussed the estimation of the third parameter – the
additive constant. Krige states that the
estimation of the mean value is robust with regard to the additive
constant. We confirmed this empirically
with a particular set of sample values.
We also found that the lower confidence limit was stable, but that the
logarithmic variance and the upper confidence limit were not. It would seem, then, that the choice of
additive constant, within reasonable bounds, does not affect the final estimate
of average value or of a lower confidence level on this estimate. Some concern has to be
shown about the effect on the upper confidence limits but, since these
are rarely used in practice, the problem is not of paramount importance.
However,
we must accept that the estimate of the logarithmic variance changes
considerably with the additive constant.
As the constant rises, the logarithmic variance drops. In the calculation of pay limit/pay
value/payability, the logarithmic variance is
of great importance for there is not a single term in the calculation that
does not depend on it. In the GRL20 graph there are separate lines for different variances. Perhaps it would be valuable to give an
example of the effect of the choice of constant on the payability figures.
Table
II gives the estimated average and logarithmic variance calculated according to
Sichel’s t procedure on the set of
data in Table I and assuming various additive constants. The, variances change from over 1.4 with zero
constant to 0.25 with a constant of 200.
These sample values were simulated from a
distribution with an additive constant of 100; at that level, the logarithmic
variance is estimated at 0.426. We chose
a set of pay limits between 300 and 1000 to apply to the distribution. The calculations were performed for additive
constants of 0. 50,
100, 150, and 200,
and the results are shown in Tables VII and VIII.
The
first thing shown by the tables is that the assumption of no additive constant
has a much greater effect than the assumption of an erroneous one. For example, at a pay limit of 300, there is
a discrepancy of around 330 in the pay value and 9 per cent in the payability, as
compared with the ‘correct’ value of 100 for the third parameter. This gap widens as the pay limits rise. Our first conclusion must be that, if the
values are three parameter lognormal, some value must be used for the additive
constant.
Closer
inspection of Tables VII and VIII show that the percentage payability varies
little with the additive constant. At
most, the deviation from the ‘expected’ value is around 3 per cent, and this is
for a low cutoff of 300. The more
disturbing factor, perhaps, is that the mean value changes significantly. Taking additive constants ranging from
one-half to twice the correct value, we find differences in the average value
of 7 to 9 per cent.
It
would seem, then, that the effort of finding a good estimate of the third
parameter – the additive constant will be repaid with a significant increase in
the precision of the payability calculations.
Conclusion
The
aim in this paper was to illustrate the implementation of some of the
traditional methods of reserve estimation on today’s microcomputers. The main advantages of this type of computing
power are the low costs both in purchase and in operating – and the ease of
accessibility to those with a minimum of computer expertise. All of the illustrative examples and
conclusions reached in this paper were produced on an
in-house Alpha Micro at no extra cost to the company. This machine runs at about the same speed as
an IBM PC AT without a coprocessor. With
the coprocessor, the AT runs about 2.75 times faster (Williams et al!&). Obviously, timings are faster on
minicomputers such as a Vax system. However, costs tend to rise also, since these
machines are multi-user and tend to have well-developed accounting
packages. The major point in favour of using a PC, then, is the very fact that it is
designed to be ‘personal’ - single-user, low-cost, friendly system.
It has been shown that, for the most part, the techniques
described in this paper present few problems in being converted to a computer
form. Where decisions have to be made,
e.g. on what approximations to accept, our approach has enabled us to evaluate
many alternatives to make sure that the results really are optimum. We have found that the more traditional ‘table
and graph’ approach can lead to some fairly major
errors if not used with caution. We have
also raised some questions that, we hope, will stimulate further consideration
of some of the accepted approximations.
Finally,
perhaps the author should reveal the real purpose in submitting this
paper. Since the use of computers became
widespread in the mineral industry, there has been a certain amount of pressure
to take advantage of this by the use of more mathematical, more sophisticated,
more complex, more costly, and more erudite techniques for the estimation of reserves. One has only to look at the development of Matheronian Geostatistics over the last twenty years for
ample illustration of this process. Presented as a simple objective mathematical formulation of Krige’s empirical work in the early 1960s by Matheron!*,
it blossomed to fill textbooks by the late 1970s (e.g. David!$)
and has since branched into at least three opposing schools of thought
promoting their own variations of Ordinary Kriging, Simple Kriging, Disjunctive
Kriging, Multivariate Gaussian Kriging, Probability Kriging, Indicator Kriging,
and so on ad infinitum. All
of these techniques, of course, are impossible without computers and very
difficult without the appropriate software.
Although
these methods are invaluable in their place, the more
traditional proven methods have been overshadowed by the welter of theory,
application, and controversy surrounding the newer techniques. It is time, perhaps, that the established
methods be seen to resume their place as valuable
weapons in the armoury of modern reserve estimation.
Acknowledgements
This
work was carried out at the offices of Geostokos
Limited in
References
1. WAINSTEIN, B.M. An
extension of lognormal theory and its application to risk analysis models for
new mining ventures. J. S. Afr. Inst.
Min. Metall., vol. 75. 1975. pp. 221-238.
2. SICHEL, H.S. New methods in the statistical evaluation of mine sampling data. Trans. Instn Min. Metall., vol. 61. 1952.
pp. 261-288.
3. SICHEL, H.S. The
estimation of means and associated confidence limits for small samples from
lognormal populations. Symposium on Mathematical Statistics and Computer
Applications in
4. HALD, A. Statistical
theory with engineering applications.
5. KRIGE, D.G. A statistical
approach to some mine valuation and allied problems on the
6. KRIGE, D.G. On the departure of ore value distributions from the lognormal
model in South African gold mines.
J. S. Afr. Inst. Min. Metall., vol. 61. 1960. pp. 231-244.
7. KRIGE, D.G. Lognormal-de Wijsian
geostatistics for ore evaluation.
8. RENDU, J-M. An introduction to
geostatistical methods of mineral evaluation.
9. BEASLEY, J. R., and SPRINGER, S. G.
Algorithm AS 111. The percentage points of the normal
distribution. Appl. Statist., vol. 26. 1977. pp. 118-121.
10. SICHEL, H.S. Development of large sample
estimators for the 3-parameter lognormal distribution (Project 120/67). Manuscript, 1968. 33 pp.
11.
12. CLARK,
I. ROKE, A computer program for non-linear least squares decomposition of
mixtures of distributions. Computers and Geosciences, vol. 3. 1977. pp.
245-256.
13. SICHEL, H.S. An experimental and theoretical investigation of bias error in mine
sampling with special reference to narrow gold reefs. Trans.
Instn Min.
Metall., vol. 56. 1947.
pp. 403-473.
14. DAVID, M. Geostatistical
ore reserve estimation.
15. ABRAMOWITZ, M., and STEGUN. I.A. Handbook of mathematical functions. New
York, Dover Publications Inc., 1970. 104.6 pp.
16. KRIGE, D.G. Statistical applications in mine
valuation. J. Inst. Min. Surv. S. Afr., vol.
12. 1962. pp. 45-84, 95-136.
17. WILLIAMS,
C.T.P., CLARK, I., and SMITHIES, S.N. TRIPOD – A computer program for
evaluating borehole sampling in gold projects.
J. Inst. Min. Surv. S. Afr., vol. 23. 1986. pp. 109-116.
18. MATHERON, G. Principles of geostatistics. Economic Geology, vol. 58. 1963. pp. 1246-1266.
TABLES
TABLE I
A TEST SET OF DATA
FOR THE INFLUENCE OF THE ADDITIVE CONSTANT ON VARIOUS PARAMETERS CALCULATED
DURING A SICHEL'S t ANALYSIS
|
|
|
|
|
10.05 |
50.64 |
124.60 |
|
183.53 |
185.63 |
279.78 |
|
299.92 |
308.07 |
422.94 |
|
542.88 |
573.18 |
584.20 |
|
750.38 |
811.24 |
828.54 |
|
|
|
|
TABLE II
THE INFLUENCE OF
THE ADDITIVE CONSTANT ON
SICHEL'S t
ESTIMATOR AND OTHER PARAMETERS
|
|
|
|
|
|
|
Additive |
Estimated |
Logarithmic |
Lower |
Upper |
|
constant |
average |
variance |
95% Pt |
0.95% Pt |
|
0 |
500.7 |
1.422 |
300.5 |
1258.6 |
|
10 |
460.9 |
1.088 |
294.4 |
993.7 |
|
20 |
443.3 |
0.909 |
292.7 |
882.9 |
|
30 |
432.8 |
0.790 |
292.1 |
818.8 |
|
40 |
426.0 |
0.702 |
292.0 |
776.4 |
|
50 |
421.1 |
0.633 |
292.1 |
745.7 |
|
60 |
417.4 |
0.577 |
292.4 |
722.4 |
|
70 |
414.6 |
0.531 |
292.6 |
704.0 |
|
80 |
412.2 |
0.491 |
292.9 |
689.1 |
|
90 |
410.4 |
0.456 |
293.2 |
676.7 |
|
100 |
408.9 |
0.426 |
293.5 |
666.2 |
|
110 |
407.6 |
0.400 |
293.8 |
657.3 |
|
120 |
406.5 |
0.376 |
294.0 |
649.5 |
|
130 |
405.5 |
0.355 |
294.3 |
642.7 |
|
140 |
404.7 |
0.336 |
294.5 |
636.8 |
|
150 |
404.0 |
0.318 |
294.7 |
631.4 |
|
160 |
403.4 |
0.303 |
294.9 |
626.6 |
|
170 |
402.8 |
0.288 |
295.1 |
622.4 |
|
180 |
402.3 |
0.275 |
295.3 |
618.5 |
|
190 |
401.9 |
0.262 |
295.5 |
614.9 |
|
200 |
401.5 |
0.251 |
295.6 |
611.7 |
TABLE III
Ø FACTORS FOR SICHEL'S t ESTIMATION FOR
10 SAMPLE VALUES AT 95%
CONFIDENCE
|
|
|
|
|
|
|
V |
s@ = 0.7 |
s@ = 0.3 |
s@ = 1.5 |
s@ = nV/(n-1) |
|
|
|
|
|
|
|
|
|
|
|
|
|
0.01 |
1.081 |
1.075 |
1.090 |
1.070 |
|
0.10 |
1.292 |
1.268 |
1.325 |
1.251 |
|
0.20 |
1.455 |
1.415 |
1.508 |
1.405 |
|
0.40 |
1.754 |
1.684 |
1.850 |
1.713 |
|
0.60 |
2.066 |
1.962 |
2.211 |
2.059 |
|
0.80 |
2.410 |
2.265 |
2.614 |
2.465 |
|
1.00 |
2.798 |
2.604 |
3.074 |
2.951 |
|
1.50 |
4.033 |
3.667 |
4.565 |
4.658 |
|
2.00 |
5.803 |
5.163 |
6.760 |
7.453 |
|
|
|
|
|
|
TABLE IV
TIMING IN SECONDS FOR SINGLE
CONFIDENCE LEVELS CALCU-
LATED FOR VARIOUS
VALUES OF n AND p
|
Number of |
Log variance |
Percentage points |
||
|
samples |
s@ |
p=2.5% |
p=5% |
p= 10% |
|
|
|
|
|
|
|
5 |
0.3 |
|
61 |
|
|
5 |
0.7 |
93 |
122 |
137 |
|
5 |
1.5 |
138 |
177 |
225 |
|
10 |
0.3 |
|
71 |
|
|
10 |
0.7 |
126 |
131 |
157 |
|
10 |
1.5 |
201 |
209 |
272 |
|
15 |
0.3 |
|
63 |
|
|
15 |
0.7 |
119 |
136 |
134 |
|
15 |
1.5 |
211 |
221 |
239 |
|
20 |
0.3 |
|
62 |
|
|
20 |
0.7 |
128 |
142 |
145 |
|
20 |
1.5 |
240 |
242 |
242 |
|
|
|
|
|
|
TABLE V
FACTORS FOR SICHEL'S t ESTIMATION FOR
10 SAMPLE VALUES ASSUMING s@ = 0.7
|
|
|
Percentage points |
||||||||
|
V |
gn(V) |
1 |
2.5 |
5 |
10 |
50 |
90 |
95 |
97.5 |
99 |
|
0.01 |
1.0050 |
0.933 |
0.944 |
0.952 |
0.962 |
1.001 |
1.059 |
1.081 |
1.104 |
1.135 |
|
0.02 |
1.0100 |
0.907 |
0.921 |
0.933 |
0.947 |
1.002 |
1.085 |
1.117 |
1.151 |
1.197 |
|
0.04 |
1.0202 |
0.871 |
0.890 |
0.907 |
0.926 |
1.003 |
1.123 |
1.172 |
1.222 |
1.292 |
|
0.06 |
1.0304 |
0.844 |
0.868 |
0.887 |
0.910 |
1.005 |
1.154 |
1.216 |
1.280 |
1.371 |
|
0.08 |
1.0407 |
0.822 |
0.849 |
0.871 |
0.897 |
1.006 |
1.182 |
1.256 |
1.333 |
1.444 |
|
0.10 |
1.0510 |
0.803 |
0.832 |
0.856 |
0.885 |
1.007 |
1.208 |
1.292 |
1.382 |
1.511 |
|
0.12 |
1.0615 |
0.786 |
0.817 |
0.844 |
0.875 |
1.009 |
1.231 |
1.327 |
1.428 |
1.577 |
|
0.14 |
1.0720 |
0.771 |
0.804 |
0.832 |
0.866 |
1.010 |
1.254 |
1.360 |
1.473 |
1.64 |
|
0.16 |
1.0826 |
0.756 |
0.792 |
0.821 |
0.857 |
1.012 |
1.276 |
1.392 |
1.517 |
1.702 |
|
0.18 |
1.0934 |
0.743 |
0.780 |
0.811 |
0.849 |
1.013 |
1.298 |
1.424 |
1.560 |
1.764 |
|
0.20 |
1.1042 |
0.731 |
0.769 |
0.802 |
0.841 |
1.015 |
1.319 |
1.455 |
1.603 |
1.825 |
|
0.30 |
1.1595 |
0.678 |
0.723 |
0.762 |
0.809 |
1.022 |
1.420 |
1.605 |
1.812 |
2.132 |
|
0.40 |
1.2171 |
0.635 |
0.685 |
0.728 |
0.781 |
1.030 |
1.518 |
1.754 |
2.025 |
2.453 |
|
0.50 |
1.2770 |
0.598 |
0.652 |
0.699 |
0.758 |
1.039 |
1.617 |
1.907 |
2.246 |
2.796 |
|
0.60 |
1.3394 |
0.565 |
0.623 |
0.674 |
0.737 |
1.049 |
1.718 |
2.066 |
2.480 |
3.168 |
|
0.70 |
1.4044 |
0.537 |
0.597 |
0.651 |
0.718 |
1.059 |
1.823 |
2.234 |
2.731 |
3.574 |
|
0.80 |
1.4719 |
0.510 |
0.573 |
0.630 |
0.701 |
1.070 |
1.932 |
2.410 |
3.000 |
4.021 |
|
0.90 |
1.5420 |
0.486 |
0.551 |
0.610 |
0.685 |
1.081 |
2.047 |
2.598 |
3.290 |
4.514 |
|
1.00 |
1.6150 |
0.464 |
0.531 |
0.592 |
0.671 |
1.093 |
2.167 |
2.798 |
3.604 |
5.058 |
|
1.10 |
1.6908 |
0.444 |
0.512 |
0.575 |
0.657 |
1.106 |
2.294 |
3.012 |
3.945 |
5.662 |
|
1.20 |
1.7695 |
0.425 |
0.495 |
0.560 |
0.644 |
1.120 |
2.427 |
3.241 |
4.315 |
6.331 |
|
1.30 |
1.8515 |
0.408 |
0.478 |
0.545 |
0.633 |
1.134 |
2.569 |
3.486 |
4.717 |
7.073 |
|
1.40 |
1.9365 |
0.391 |
0.463 |
0.531 |
0.621 |
1.149 |
2.718 |
3.750 |
5.155 |
7.898 |
|
1.50 |
2.0248 |
0.376 |
0.449 |
0.518 |
0.611 |
1.165 |
2.877 |
4.033 |
5.633 |
8.815 |
|
1.60 |
2.1164 |
0.362 |
0.435 |
0.506 |
0.601 |
1.182 |
3.045 |
4.337 |
6.154 |
9.834 |
|
1.70 |
2.2116 |
0.348 |
0.423 |
0.495 |
0.592 |
1.200 |
3.224 |
4.664 |
6.722 |
10.968 |
|
1.80 |
2.3194 |
0.336 |
0.411 |
0.484 |
0.584 |
1.218 |
3.413 |
5.016 |
7.341 |
12.231 |
|
1.90 |
2.4128 |
0.324 |
0.399 |
0.474 |
0.576 |
1.238 |
3.615 |
5.395 |
8.018 |
13.636 |
|
2.00 |
||||||||||