ArticlePDF Available

Abstract and Figures

M P estimation is a method which concerns estimating of the location parameters when the probabilistic models of observations differ from the normal distributions in the kurtosis or asymmetry. The system of Pearson’s distributions is the probabilistic basis for the method. So far, such a method was applied and analyzed mostly for leptokurtic or mesokurtic distributions (Pearson’s distributions of types IV or VII), which predominate practical cases. The analyses of geodetic or astronomical observations show that we may also deal with sets which have moderate asymmetry or small negative excess kurtosis. Asymmetry might result from the influence of many small systematic errors, which were not eliminated during preprocessing of data. The excess kurtosis can be related with bigger or smaller (in relations to the Hagen hypothesis) frequency of occurrence of the elementary errors which are close to zero. Considering that fact, this paper focuses on the estimation with application of the Pearson platykurtic distributions of types I or II. The paper presents the solution of the corresponding optimization problem and its basic properties. Although platykurtic distributions are rare in practice, it was an interesting issue to find out what results can be provided by M P estimation in the case of such observation distributions. The numerical tests which are presented in the paper are rather limited; however, they allow us to draw some general conclusions.
Content may be subject to copyright.
GEODESY AND CARTOGRAPHY
Vol. 66, No 1, 2017,
© Polish Academy of Sciences
DOI: 10.1515/geocart-2017-0001
MP estimation applied to platykurtic sets
of geodetic observations
Zbigniew Wiśniewski
University of Warmia and Mazury
Institute of Geodesy
1 Oczapowskiego St., 10-957 Olsztyn, Poland
e-mail: zbyszekw@uwm.edu.pl
Received: 3 November 2016 / Accepted: 23 November 2016
Abstract: MP estimation is a method which concerns estimating of the location parameters
when the probabilistic models of observations differ from the normal distributions in the
kurtosis or asymmetry. The system of Pearson’s distributions is the probabilistic basis for
the method. So far, such a method was applied and analyzed mostly for leptokurtic or
mesokurtic distributions (Pearson’s distributions of types IV or VII), which predominate
practical cases. The analyses of geodetic or astronomical observations show that we may
also deal with sets which have moderate asymmetry or small negative excess kurtosis.
Asymmetry might result from the in uence of many small systematic errors, which were
not eliminated during preprocessing of data. The excess kurtosis can be related with
bigger or smaller (in relations to the Hagen hypothesis) frequency of occurrence of the
elementary errors which are close to zero. Considering that fact, this paper focuses on
the estimation with application of the Pearson platykurtic distributions of types I or II.
The paper presents the solution of the corresponding optimization problem and its basic
properties.
Although platykurtic distributions are rare in practice, it was an interesting issue to
nd out what results can be provided by MP estimation in the case of such observation
distributions. The numerical tests which are presented in the paper are rather limited;
however, they allow us to draw some general conclusions.
Keywords: M and MP estimation, platykurtic probabilistic models, Pearson’s
distributions
1. Introduction
Considering the classical theory of measurement errors, we usually assume that the
Gauss distributions (the normal distributions) are their probabilistic models. The
family of such distributions corresponds with the hypothesis of the elementary errors
given by Hagen and Bessel (e.g. Fischer, 2011). However, the analyses show that the
empirical distributions of errors of geodetic, geophysical or astronomical observations
might often differ from the normal ones. The basic anomalies in this context concern
Unauthenticated
Download Date | 2/18/17 9:35 PM
Zbigniew Wiśniewski
Pearson’s squared skewness


E
PP
and/or the kurtosis

E
PP
(μk – the
kth central moment). Besides the coef cient β1, one can also apply the skewness

 
VJQ
J
PP P E
, which allows us to determine the sign of the asymmetry
(positive or negative). Note that for the normal distributions β1 = 0 and β2 = 3. Due to
such a value of the kurtosis, anomalies of other distributions in this context are often
described by the excess kurtosis γ2 = β2 – 3 (e.g. Dorić et.al., 2009).
Asymmetry might result from the in uence of many small systematic errors, which
were not eliminated during preprocessing of data. Then, the axiom which concerns
the same number of positive and negative errors, and which is given in the classical
theory of measurement errors, is not met (e.g. Pearson, 1920; Friori and Zenga, 2009).
Kukuča (1967) and Dzhun’ (2012) indicated such a reason of asymmetry of the error
distributions in the case of geodetic or astronomical observations. If the systematic
errors are carefully eliminated, then the skewness usually achieves the small values.
For example, in the case of the astrometric observations within the project MERIT,
β1 = 0.0048 (Dzhun’, 2012); for the phase measurements from the SAPOS®, GNSS
observations, β1 = 0.0121 (Luo et al., 2011). Similar values for GPS observations
were also obtained by Tiberius and Borre (2000).
The excess kurtosis can be related with bigger or smaller (in relations to the
Hagen hypothesis) frequency of occurrence of the elementary errors which are
close to zero. The surfeit of such errors is the origin of leptokurtic distributions
(β2 > 3), and the de ciency – platykurtic distributions (β2 < 3). Note that distributions
are mesokurtic when β2 = 3. Romanowski and Green (1983) noted that observation
errors have usually symmetric mesokurtic or leptokurtic distributions, which justi ed
application of the modi ed normal distributions. Except for small asymmetry, such
a note is consistent with other empirical analyses. For example, Dzhun’ (1992, 2012)
showed that the errors of the astronomic observations have usually the kurtosis
β2 = 3.8 (however, β2 = 4.858 was obtained during the project MERIT). Similar values
of the kurtosis were obtained by Wassef (1959) and (Kukuča 1967) in the precise
leveling. Considering contemporary observations, we should expect a wider range
of the kurtosis values. For example, in the case of the observations from Satellite
Laser Ranging, the kurtosis ranging β2 = 2.69 ÷ 9.46 (Hu et al., 2001), and for GPS
observations β2 = 2.79 ÷ 3.29 ( Luo et al., 2011).
One should note that the asymmetric coef cient and the kurtosis are usually
estimated based on the sample moments (e.g. Dorić et al., 2009). Another possible
approach is to compute all necessary moments during the process of adjustment by
the least squares method (Wiśniewski, 1996; Kasietczuk, 1997). The statistic tests
are the basis for determining whether the anomalies obtained are relevant, and the
empirical distribution cannot still be described by the normal distribution. Here, the
Jarque-Bera test or the D’agostino test (D’agostino et.al, 1990; Kayikçi and Sopaci,
2015) can be applied. Note, that the kurtosis estimate might be affected with gross
errors (Kukuča, 1967). Thus, before application of the signi cance testing for β1 and
β2, it is advisable to detect outliers by applying any of the methods presented in
(Barda,1968; Lehmann, 2012).
Unauthenticated
Download Date | 2/18/17 9:35 PM
MP estimation applied to platykurtic sets of geodetic observations
If the asymmetry and/or kurtosis are signi cant, then one should decide which
theoretical distribution is adequate for the measurement errors. In the case of symmetric
leptokurtic distributions, one can apply several different distributions including
the modi ed normal distributions given by Romanowski (1964) or the generalized
normal distribution with the shape parameter which is steered by the excess kurtosis.
Lehmann (2015) proposed to apply an information criterion, for example the Akaike
Information Criterion, when a suitable probabilistic model is selected (besides the
statistical hypothesis and test). The author presented pros and cons of such a method,
considering the generalized normal distribution and its special cases.
In the case of wide range of asymmetry coef cient and/or kurtosis, the choice
of a particular probabilistic model might be a complicated issue. Then the Pearson
Distribution system (PD-system), which was proposed by Pearson (1920), seems to
be a convenient solution. The distributions that belong to such a system are directly
steered by the coef cients β1 and β2, and are very stable when approximating
empirical distributions. Xi et al. (2012) showed that similar stability concerns also the
saddlepoint approximation, the maximum entropy principle or the Johnson system.
However, PD-system gives better results for small asymmetry and moderate values
of the kurtosis. The general properties of the Pearson distributions are discussed by
Elderton (1953) or Friori and Zenga (2009). The several selected distributions of that
system were applied in astronomy (Dzhun’, 1992, 2012) and in geodesy (Wiśniewski,
1987, 2014).
One of the main issues of adjustment process is to estimate the parameters of
a functional model of observations. Usually, the least squares method (LS-method) is
applied in such a case. However, if we know the probability density functions (PDF)
of the measurement errors, then application of the maximum likelihood method
(ML-method) seems more justi ed, e.g. Ser ing (1980). Considering more general
assumptions concerning the probabilistic models, one can also apply M-estimation
which is based on a particular in uence function or a weight function (Huber,1964,
1981). Wiśniewski (2009, 2010) proposed another generalization of M-estimation,
namely Msplit estimation, where the main assumption is that there are several
competitive functional models which can be related to the particular observation set
(see also Duchnowski and Wiśniewski 2011, 2014, 2016).
Disturbances in estimation process that are caused by anomalies of empirical
distributions, were discussed in general, for example, in Mooijaart (1985) or
Mukhopadhyay (2005), and in the case of geodetic networks and LS-method in
Gleinsvik (1971) and Wiśniewski (1985). Wiśniewski (1987) proposed to include
such anomalies into the computation by applying and selected Pearson’s distributions.
Such a method requires the knowledge of the particular PDF, which is the basis for
a newly formulated optimization problem. Dzun’ (2011) showed that the adjustment
that is based on ML-method and Pearson’s distributions can be performed in a simpler
way. The idea behind such an approach is the application of a weight function and the
knowledge that PDFs of Pearson’s distributions are solutions of a particular differential
equation. The differential expression included in such an equation is proportional to
Unauthenticated
Download Date | 2/18/17 9:35 PM
Zbigniew Wiśniewski
the in uence function, which is very suitable here. Note that the in uence function is
based on distribution functions for whole PD-system. Considering such assumptions
and the main idea proposed by Dzun’a (2011), Wiśniewski (2014) brought and
analyzed a new solution called MP estimation. The paper in question focused on such
variants of the method which are referred to mesokurtic or leptokurtic distributions.
Actually, such distributions predominate in astronomical and geodetic observations;
however, they do not cover all the possible cases (e.g. Hu et al., 2001; Luo et al.,
2011). Thus, there is a need for consideration MP estimation for distributions which
excess kurtosis is negative. We should realize that the application of the differential
equation ΩPD means that we do not choose any particular probabilistic model in fact
(or any particular PDF), which is very important in such a context. We do not refer to
the general properties of PDF, but we applied the values of the excess kurtosis and the
asymmetry coef cient. Thus, MP estimation is steered only by those two coef cients
and by the standard deviation.
The paper is organized in the following way: Section 2 recalls the general
assumptions of M-estimation based on the application of the in uence and weight
functions; Section 3 presents application of the Pearson system of distributions in
MP estimation. The special attention is paid to the Pearson distributions of types
I and II, which are platykurtic. Finally, Section 4 presents results of numerical tests.
Although these tests are elementary, they allow some general conclusions to be drawn
(Section 5).
2. M-Estimation
The following functional model is usually assumed in theory and practice
y = AX + v (1)
where y Rn is an observation vector, A Rn,r is a known matrix of coef cients
(rank (A) = r), X Rr is a vector of unknown parameters and v Rn is a vector
of random errors. The elements vi of the vector v are assumed to be independent
and their distributions Pθi are indexed with the parameter θ Θ (Θ is a parameter
space). The distributions Pθi which belong to the family
^ `
L
L
3
T
T4
P
are regarded
as probabilistic models of observation errors. In addition, we assume that the
distribution PX is a probabilistic model of the observation yi = aiX + vi (aiith row of
the matrix A). Note that such a distribution is indexed with the vector of parameters
X (Θ = Rr).
Consider the classical variant of M-estimation, then one should solve the following
optimization problem (Huber,1981; Hampel et al., 1986):

   PLQ
QQ
0LL
LL
\Y
M
UU
¦¦
;;
(2)
Unauthenticated
Download Date | 2/18/17 9:35 PM
MP estimation applied to platykurtic sets of geodetic observations
where ρ(yi; X) = ρ(yiaiX) = ρ(vi). This is a generalization of ML-method, which
optimization problem can be written as

 >OQ @ >OQ@ PLQ
QQ
0/ L L
LL
I\ IY
M
¦¦
;;
(3)
where f(yi; X) = f(vi) is PDF (or it is proportional to PDF). Thus, a particular family
of distributions indexed with the parameter vector X should be assumed. In the case
of M-estimation, the functions ρ(vi) are arbitrary; however, considering the following
relation
 OQ 
LL
YIY
U

 H[S> @
LL
I
YF Y
U
U

(4)
(c > 0 is a normalization parameter) such functions can also be referred to certain
distribution families. For example, the Huber method (Huber1964, 1981) assumes
that the probabilistic model is de ned by the family of the generalized normal
distributions with two-segment PDF (Lehmann 2015).
Considering the function φM(X), one can write the following respective
gradient
7
77 7 7
 


   
QQ Q
LL L
0
LL
LL L
L
GY Y Y
YY
GY
U
MU\
ww
ww
ww w w
¦¦ ¦
;
J; $ȥY
;; ; ;
(5)
where ψ(v) = [ψ(vi), ..., ψ(vn)]T. Thus, M-estimates of the vector X ful lls the equation
(Huber,1981; Hampel et al., 1986)
7 $ȥY 
(6)
The functions ψ(vi) are proportional to the in uence functions IF(vi, FX) which
are based on the distribution functions F(yi; X) = FX(vi)  F. Here, F is a family
of distribution functions namely F = {FX(vi) : X Rr}, which corresponds with
the family of distributions of the observation errors P = {Pθi : θi Θ} (Hampel,
1974; Ser ing, 1980; Hampel et al., 1986). The functions ψ(vi) are also often called
the in uence functions. If the components ρ(vi) of the objective function in the
optimization problem of Eq. (2) are known, then the in uence functions ψ(vi) can be
written in the following way

     
   

LLL L
LLLL
LLL
L
GY GY GY GY
YZYYZY
GY GY GY
GY
UU
\
(7)
where
Unauthenticated
Download Date | 2/18/17 9:35 PM
Zbigniew Wiśniewski
 
 
L
L
L
GY Y
ZY Y
GY
U\
(8)
is a weight function (Huber, 1981; Yang, 1997). If additionally ρ(vi) = ln f(vi), then
one can also write that
 OQ 
 
LL L
L
LL LL
GY G Y GIY
YGY GY I Y GY
U
\
(9)
Let us introduce the diagonal weight matrix w = diag(w(v1),..., w(vn)), then the
vector of the in uence function can be written as ψ(v) = 2w(v)v. This leads to another
form of Eq. (6), namely
77
    J; $ZYY $ZY \ $;
(10)
M-estimate which is its iterative solution has the following form
77
ÖÖÖ
>@ 
; $ZY$ $ZY\
(11)
For
Ö
 ZY 3
, where

GLDJ  
Q
VV

v3
, one can obtained LS-estimate of the
parameter vector X. The estimate
77
Ö
/6
$3$ $3\
is a very convenient and
often applied starting point within the iterative process which leads to the solution
of Eq. (11).
Wiśniewski (2014) proposed the name MP estimates for all the solutions of Eq.
(7) which are based on the in uence functions ψ(vi) IF(vi, FX) and the explicit
families of distributions P = {Pθi : θi Θ}. In such a context, most of the popular
M-estimates are also MP estimates, including the Huber estimates (the generalized
normal distributions) or LS-estimates (the Gauss distributions).
3. MP Estimation with PD-SYSTEM
Wiśniewski (2014) proposed and analyzed the case of MP estimation, in which
PPD = {Pθ : θ Θ} is a family of Pearson’s distributions (PD-system). The origin of
PD-system is the following differential equation Ω* (Pearson, 1920; Elderton, 1953;
Dzhun’, 2011)
 




 
FFYF
GI Y
YIY GY FFYFY
V
:VV



(12)
Unauthenticated
Download Date | 2/18/17 9:35 PM
MP estimation applied to platykurtic sets of geodetic observations
where: c0 = 4β2 – 3β1, c1 = γ1(β2 + 3), c2 = 2β2 – 3β1 – 6,

VJQ 
J
PE
. However,
there might be some problems in direct application of that equation in MP estimation.
Note that in such a case, the expected value E(v) lays at the origin of the coordinate
system. If we assume that the estimate
Ö
;
should minimize the amount of information
of a particular observation set, then the mode M0 should lay at the origin of the
coordinate system. In the case of asymmetric distribution, the mode M0 does not
coincide with the expected value E(v). Considering such a requirement, Wiśniewski
(2014) proposed to modify the differential equation of PD-system in the following
way


 


 
 
FFY
GI Y
YY
IY GY FFYVFYV
:\
VV


(13)
where s = M0E(v) = σc1/(c0 + 3c2). Taking in account the properties of the in uence
function ψ(v) = –Ω(v) in the context of MP estimation, it is worth considering two
versions of that function, namely
  
  
  
   
OHS
SOW
YF IRU
YYF IRU
\JEEJ
\\JEEJ
tt
®
¯
(14)
wherein, if β2 = 3 then ψlep(v) = ψmez(v), and ψmez(v) is the in uence function given for
mesokurtic distributions (lep – leptokurtic distributions, plt – platykurtic distributions).
For

NF FF
(the Pearson distributions of types IV and VII), the in uence
function ψlep(v) and the corresponding weight function


OHS
OHS
Y
ZY Y
\
(15)
have unlimited range. MP estimation with such a weight function was discussed in
detail in (Wiśniewski, 2014). Such a property, which is advisable from the practical
point of view, does not apply to the in uence functions in the case of platikurtic
distributions. For

NF FF !
(the Pearson distributions of types I and II), the
in uence function ψplt(v) and the corresponding weight function


SOW
SOW
Y
ZY Y
\
(16)
have limited domain δv = (a1,a2), where
Unauthenticated
Download Date | 2/18/17 9:35 PM
Zbigniew Wiśniewski

 
P]
DPP
V


P
DD
P


FFF
]
F
PP
-

PP
-


FF
PF


 
FF
]F
J
-

(17)
For β1 = 0, it holds that –a1 = a2, where
 
D
EE

 
D
EE
.
If β2 3-, then a1 and a2 +.
Some variants of the in uence functions and the corresponding weight functions,
which are obtained for several values of the kurtosis and for the asymmetry coef cient
equal to zero, are presented in Figure 1.
Fig. 1. In uence and weight functions in the case of symmetric probabilistic models
Unauthenticated
Download Date | 2/18/17 9:35 PM
MP estimation applied to platykurtic sets of geodetic observations
The weight functions wlep(v) have unlimited range and are bell-shaped (symmetric for
β1 = 0 or asymmetric for β1 > 0). What is more, supvwlep(v) = w(M0). Considering the
general classi cation of M-estimates (Kadaj, 1988; Wiśniewski, 2014), one can say
that the following MP estimate
77
ÖÖÖ
>@ 
OHS OHS OHS
; $ZY$$ZY\
(18)
satis es the condition K- (it is a robust estimate). If β1 = 0, β2 = 3, then c0 = 2, c1 = 0,
c2 = 0. Thus, we obtain ψlep(v) = ψmez(v) = ψLS(v) = v/σ2 and wLS(v) = ψLS(v1)/ v1= 1/σ2,
which are the in uence function and the weigh function of LS-method, respectively
(and the method itself satis es the condition K0 – neutral estimation).
If β2 < 3, then the weight functions wPD(v) = wplt(v) are U-shaped within the
interval δv= (a1, a2). Therefore, they have two upper bounds within the interval
 
YDHDH TT
'
¢ ² ¢ ²
, e > 0, namely


VXS  
SOW SOW Z
TY0
ZY ZT
O
d



VXS  
SOW SOW Z
0YT
ZY ZT
O
d
(19)
wherein, if e 0, then
Z
O
of
DQG
Z
O
of
. Since

PLQ 
ZZ
Z0
OO

, then
MP estimates
Ö
;
plt, which solves the equation ATwplt(v)v = 0, satisfy the condition
K+ within the interval δv (weak estimation). As a consequence, especially when the
number of observations is low, the following iterative process
7 7
>@ 
MM M
SOW SOW

; $ZY$$ZY\

MM
SOW

Y\$;
(20)
might be divergent. This results from the fact that the vector Xj+1 is computed
by applying the weight matrix, wplt(vj) , which depends on the residuals from the
previous iterative step. Because the weight function is convex, the estimates Xj
and Xj+1 move away from each other and tend to the respective boundary points of
the interval δv. This would be an interesting property of the method; however, this
also raises a problem. While the estimates approach the boundary points a1 or a2,
respectively, some iterative residuals might be out of the interval δv = (a1, a2). The
weight functions do not exist outside such interval (or they achieve unrealistic values),
thus the iterative process cannot stabilize (without any special intervention, like for
example, introduction of external arti cial weigh functions). One should note that the
cross weighting leads to interesting results in the case of a weak estimation, but only
if the interval δv is in nite. A good example of such an approach is Msplit estimation
which is based on a split of M-estimate with the application of the weight function
w(v) = v2 (Wiśniewski, 2009, 2010; Cellmer, 2014; Wiśniewski and Zienkiewicz,
2016).
Unauthenticated
Download Date | 2/18/17 9:35 PM
Zbigniew Wiśniewski
It is noteworthy that for the growing kurtosis, the weight function attens within
the certain interval Δv δv. Considering a particular interval
YNN
'VV
¢ ²
, such
attening might be analyzed by application of the following differences (for k > 0)

 
/SOW SOW
UZ N Z0
V

  
5SOW SOW
UZN Z0
V
(21)
Table 1 presents the values of rL and rR for several values of β1 and β2 (the skewness
is positive) and under the assumption that k = 2.5 and σ = 1.
Table 1. Differences rL and rR in relation to asymmetric coef cient β1 and kurtosis β2
β2 = 2.9999999 β2 = 2.99 β2 = 2.90 β2 = 2.70 β2 = 2.30
β1 = 0.00
rL0.000 0.010 0.114 0.443 10.568
rR0.000 0.010 0.114 0.443 10.568
β1 = 0.01
rL0.212 0.027 0.131 0.474 20.253
rR0.187 0.002 0.099 0.415 7.102
β1 = 0.04
rL 0.226 0.051 0.149 0.507 201.285
rR0.176 0.002 0.086 0.389 5.519
Kutterer (1999) considered the problem of how LS-estimation is in uenced by
disturbances of the weighs (herein, such disturbances correspond with the values of
the differences rL and rR which decrease with the excess kurtosis tending to zero
from the left-hand side). Generally, such in uence should be analyzed separately
from the theoretical point of view. However, for moderate negative values of the
excess kurtosis and small values of the skewness, one can expect that
Ö
;
plt =
Ö
;
LS.
If the anomalies of the empirical distribution are bigger, then such equality might
not be true. In such a case, one can get satisfactory results if the observations are
concentrated around the mode in a suf cient way or, in other words, if the errors of
the observations which are grouped around the mode have the decisive in uence on
value of the expression

Q
LL
L
ZY \
¦
. Although the weights of those observations are
the smallest, the great number of the errors which are close to the mode might make
the iterative process of Eq. (20) to converge. The chance for a satisfactory solution
increases with the growing number of observations.
If the number of observations is small, then the empirical distribution might have
some local modes (apart from the global one). Then, in the nal steps of the iterative
procedure of Eq. (20), the process might stabilize and generate sequence of some
repeated values. The estimate that we are interested in, and which zeroes the gradient
g(X) = –AT wplt(v)v might be among such values. However, such estimation way is
not convincing from the theoretical as well as practical point of view. Generating of
the sequence of some repeated values usually results from unsuitable starting point
Unauthenticated
Download Date | 2/18/17 9:35 PM
MP estimation applied to platykurtic sets of geodetic observations
or relatively big iterative increases (especially in the very rst iterative steps). If the
skewness is moderate, the estimate
Ö
;
LS is usually close to the mode. Thus, if one
assumes that X0 =
Ö
;
LS, then it might happen that after the rst iterative step the
process “skips” the global mode and tends to one of the local ones. To avoid such
a situation, one can apply the Newton method with the correction which forces the
reduction of the iterative increases between subsequent iterative steps. Hessian of the
objective function φM (X), which is necessary in such an approach, can be written as
follows
7
7
 
 
0
SOW
J
M
ww
w
ww
;;
+; $Z Y$
;
;;
(22)
Thus, the iterative process can be written in the following way (j = 1,..., m)
77


> @ >  @  
MMM M M
M
SOW SOW
MM M
MM
G
G
W
 


; +; J; $ZY$$ZYY
;; ;
Y\$;
(23)
where τ < 1 is a reduction coef cient of the iterative increase. One should assume
the value of τ so that the iterative process of Eq. (23) is convergent and ends up at the
point
Ö
;
= Xj=m,
Ö
ÖY\$;
, for which
7
ÖÖÖ
 
SOW
J; $Z YY 
.
4. Numerical examples
Let us assume the following functional model of the observations vi = yiX,
i = 1,...,n, wherein X is an estimated parameter. From the geodetic point of view, such
a mode might relate, for example, to a leveling network with one unknown point
W and some xed points Pj, j = 1,...,k (see, Figure 2). Let hj be a height difference
between the points Pj and W, and let each hj be measured sj times, then
N
M
M
QV
¦
.
In the context of the model in question, measurements of hj are observations yj, and
the height of the point W is the parameter X.
The observations are simulated by applying the Gaussian generator randn(n,1)
of the system MatLab. For small numbers of the observations n, the sample
distributions often differ from the given normal distribution in the skewness or the
kurtosis (Wiśniewski 2014). Such sets usually have some local aggregations of the
observations. For bigger values of n, observation sets generated by randn(n,1) have
the assumed theoretical properties. For that reason, to obtain sets with negative excess
kurtosis or signi cant skewness, one can combine normal distributions with different
expected values (but with the control of the assumed standard deviation of the whole
Unauthenticated
Download Date | 2/18/17 9:35 PM
Zbigniew Wiśniewski
set). Sets of the observations yi, i = 1,...,n, will be denoted as ω, where l is the number
of a set.
Fig. 2. Simulated, elementary leveling network
Consider some sets ω1 which were generated under the assumption that X = 0. Let the
empirical moments be computed for each of such sets. Hence σ, γ1 and β2 can also be
computed. Thus, one can compute the following statistic



-
%Q
EE
ªº
«»
¬¼
(24)
which is the basis for the Jarque-Bera test (Bera and Jarque, 1980). Such a statistic
is distributed according to the
D
F
distribution with two degrees of freedom if only
the null hypothesis
a 
+
\1
V
is true (N - normal distribution, α – signi cance
level). If JB <
D
F
, then the null hypothesis is not rejected (the observations are from
a normal distribution). Table 2 presents some critical values of the variable
D
F
for
given signi cance levels.
Table 2. Critical vales of
D
F
in the Jarque-Bera test
α0.025 0.05 0.10 0.20 0.30 0.40 0.50 0.60 0.70 0.80 0.90
D
F
7.378 5.991 4.605 3.219 2.408 1.833 1.386 1.022 0.713 0.446 0.211
The basic analysis of the estimation for platikurtic distributions is based on the
observation sets for which n = 300. The empirical distributions of two example sets
are presented in Figure 3. The results obtained by applying the iterative process
of Eq. (20) are presented in Table 3 (all the iterative processes were convergent).
Table 3 presents the empirical distribution parameters, namely σ, γ1, β2, the boundary
points of the interval δv = (a1, a2), and nally MP and LS estimates of the parameter
X. The last column shows the signi cant levels α*, for which the null hypothesis
about normality of the distribution should be rejected.
Unauthenticated
Download Date | 2/18/17 9:35 PM
MP estimation applied to platykurtic sets of geodetic observations

Fig. 3. Example empirical distributions for n = 300
Table 3. MP and LS estimates of X = 0 for platikurtic distributions (n = 300)
Sets
Empirical parameters Acceptable interval Estimators
JB α*
σγ
1β2a1a2MPLS
ω1 1.130 -0.395 2.985 -8.994 3.097 -0.104 -0.369 7.818 0.025
ω21.094 -0.384 2.818 -6.088 2.476 -0.036 -0.291 7.808 0.025
ω31.206 -0.382 2.893 -7.785 3.023 -0.088 0.397 7.452 0.025
ω41.068 0.348 2.964 -3.285 8.811 -0.004 0.231 6.071 0.05
ω51.203 0.298 2.689 -2.689 5.699 -0.006 0.289 5.664 0.10
ω61.178 0.077 2.405 -3.042 3.616 0.192 0.293 4.726 0.10
ω71.022 0.249 2.768 -3.037 5.620 -0.003 0.174 3.774 0.20
ω81.060 0.041 2.499 -3.042 3.616 0.082 0.120 3.208 0.30
ω91.042 0.132 2.593 -3.082 4.174 0.126 0.224 2.994 0.30
ω10 0.959 0.044 2.537 -3.011 3.323 0.009 0.044 2.774 0.30
ω11 1.039 -0.158 2.709 -5.096 3.455 -0.024 -0.129 2.293 0.40
ω12 0.947 0.006 2.644 -3.624 3.680 0.042 0.050 1.581 0.50
ω13 1.024 -0.024 2.653 -4.122 3.883 0.042 0.021 1.534 0.50
ω14 1.006 -0.065 2.961 -14.049 9.598 -0.046 -0.080 0.228 0.90
Unauthenticated
Download Date | 2/18/17 9:35 PM
Zbigniew Wiśniewski
Similar results were also obtained for other tests when n = 300. The difference
between MP and LS estimates of the parameter X usually decreases with decreasing
values of the statistic JB. However, it is not a general rule since the statistic JB
can achieve the similar values for different skewness and excess kurtosis. The
asymmetry (skewness) has the biggest in uence on the difference between the
estimates in question. If it is small, the difference is also not so signi cant (see, the
sets ω11, ω12, ω13); if the skewness is very close to zero, then usually the MP and
LS estimates are equal to each other. On the contrary, if the negative excess kurtosis
is very small and the skewness is large (deviation from the normal distribution is
very signi cant), then the differences between the estimates are distinct (see, the sets
from ω1 to ω4).
For the big observation sets, the results of MP estimation obtained for platikurtic
distributions are similar to those for leptokurtic distributions (if only the observation
sets are free of outlying observations). If the number of observations is smaller,
then some local modes might occur. In the case of leptokurtic distributions, the
weight functions are concave; hence, such local modes do not result in any serious
optimization problems. On the other hand, some problems with nding the minimum
of the objective function might happen for platykurtic distributions, for which the
weight functions are convex (this was mentioned in the previous section). Table 4
presents the estimates of the parameter X, for the observation sets for which n = 32.
The empirical distributions of two of them are presented in Figure 4. Note that for
small observation sets and a reasonable signi cance level, the values of the statistics
JB do not suggest that the hypothesis about the normality of observation distributions
should be rejected (even if excess kurtosis or asymmetry is signi cant). However, this
does not mean that MP estimation cannot provide better results than the conventional
LS estimation.
Fig. 4. Empirical distributions for n = 32
Unauthenticated
Download Date | 2/18/17 9:35 PM
MP estimation applied to platykurtic sets of geodetic observations
Table 4. MP and LS estimates of parameter X = 0 for platykurtic distributions (n = 32)
Sets
Empirical parameters Estimates
JB
Comments about estimation
process
of Eqs. (20 or 23)
σγ
1β2MPLS
ω15 0.915 0.053 2.010 0.065 0.116 1.321
Process (20) divergent
Process (23) convergent for
τ = 0.1
ω16 1.034 0.191 2.202 0.042 0.109 1.044
Process (20) divergent
Process (23) convergent for
τ = 0.2
ω17 0.842 -0.297 2.471 -0.037 -0.249 0.842 Process (20) convergent
For the sets ω15, ω16, the iterative processes of Eq. (20), which solve the equation
ATwplt(v)v = 0, were divergent. Thus in such cases, the Newton method with
a reduction coef cient τ was also applied. The iterative process for the observation set
ω16 is presented in Table 5 (τ = 0.2). As for the observation set ω15, the gradient was
zeroed (with the assumed tolerance) for τ = 0.1, which make the iterative process much
longer. In the case of the set ω17, the iterative process of Eq. (20) was convergent and
ended up after 15 iterative steps (similar number of the iterative steps was obtained
when the gradient method for τ = 1 was applied).
Table 5. Iterative process (the Newton method) for set ω16
Steps jg(X j) H(X j) dX j X j+1
0X 0 = X LS = 0.1092
1 7.126 19.401 -0.0735 0.0356
2 -0.480 15.693 0.0061 0.0418
3 -0.005 15.909 6.6 10–5 0.0418
4 6.2 10–5 15.910 7.9 10–5 0.0418
5 7.5 10–7 15.910 9.4 10–9 0.0418
5. Conclusions
Although platykurtic distributions are rare in practice, it was an interesting issue to
nd out what results can be provided by MP estimation in the case of such observation
distributions. The numerical tests which are presented in the paper are rather limited;
however, they allow us to draw some general conclusions.
The weight function in MP estimation is convex if one applies the platykurtic
Pearson distributions of types I or II. For big observation sets, which excess kurtosis
Unauthenticated
Download Date | 2/18/17 9:35 PM
Zbigniew Wiśniewski
is small and negative, such property of the weight function does not result in any
serious problems in searching for the estimate that minimizes the objective function.
In such a case, the iterative process is very similar to MP estimation with the
application of leptokurtic distributions and hence concave weight functions. Thus,
the iterative process described by Eq. (20) can be applied to solve the equation
ATwplt(v)v = 0 directly. On the other hand, some problems might occur for small
observation sets. Within such sets there might be some local modes which do not
necessarily result from the combination of various random variables. Thus, the
iterative process of Eq. (20) might be divergent or might stabilize at the sequence of
some repeated values. Note that in the case of a concave weight function (like for the
Pearson distributions of types IV or VII), the empirical local modes generally have
little chance to dominate the iterative process. Here, the signi cance of observations
which lay around the global mode is strengthened by the biggest values of the weight
function within the whole interval δv = (, ). The situation is much different for
convex weight functions for which local modes can destabilize the iterative process.
Note that the weight functions does not exist beyond the interval δv = (a1, a2) or, like
for the Pearson distributions of types I or II, they achieve the unrealistic values hence
they cannot be regarded as real weight functions. Then, it is necessary to control
the value of the gradient for all the nal values of the iterative process of Eq.(20).
Usually, none of such values zeroes the gradient. The iterative process may succeed
when one applies the Newton method with the correction τ < 1 which forces the
reduction of the iterative increase. However, one should assume that there is no local
“peak” between the starting point and the global mode. Such condition is usually
met if X0 =
Ö
;
LS (except some extremely unfavorable conditions when the empirical
distribution has big asymmetry and large negative excess kurtosis). If for the given
starting point the solution
Ö
;
for which g(
Ö
;
) = 0 cannot be obtained, then the iterative
process can be repeated for smaller value of the coef cient τ. It might happen that the
starting point should be changed too.
Generally speaking, MP estimation for platykurtic distributions provides similar
results like for leptokurtic ones (if only the observation set is free of outlying
observations). Both of versions of such a method, which are presented herein, can
reduce the in uence of the anomalies of empirical distributions on the nal estimate.
Note that asymmetry of the empirical distribution disturbs the estimate in most
signi cant way. The in uence of that anomaly increases with grooving absolute value
of the excess kurtosis. In the absence of asymmetry, the mode is equal to the expected
value (for moderate negative excess kurtosis), and MP and LS estimates are also
equal to each other; however, some numerical problems with computation of MP
estimate may also occur in such a case.
The value of the test statistic JB depends most of all on the number of observations.
If such number is small, the null hypothesis (observations are normally distributed) is
rejected only for large anomalies (measured by the skewness and the excess kurtosis).
The empirical distribution can then be described by the normal one (at the reasonable
Unauthenticated
Download Date | 2/18/17 9:35 PM
MP estimation applied to platykurtic sets of geodetic observations
signi cance level). However, this does not mean that MP and LS estimates are always
equal to each other.
Acknowledgments
This work was supported by the University of Warmia and Mazury in Olsztyn under
Grant No: 28.610.002-300.
References
Baarda, W. (1968). A test procedure for use in geodetic networks. Neth. Geod. Comm. Publ. Geod., New
Ser. Vol. 2(5): 27-55.
Bera, A. K. and Jarque, C. (1980). Ef cient Test for Normality, Heteroscedasticity and Serial Independence
of Regression Residuals. Economic Letters, Vol. 6: 255-259.
Cellmer, S. (2014). Least fourth powers: optimisation method favouring outliers. Survey Review,
Vol. 47(345): 411-417. DOI: 10.1179/1752270614Y.0000000142
D’agostino, R., Belanger, A. and D’agostıno, R.A. (1990). A suggestion for using powerful and
informative tests of normality. The American Statistician, Vol. 44(4): 316–321. DOI:10.1080/0003
1305.1990.10475751
Dorić, D., Nikolić-Dorić, E., Jeveremović, V. and Mališić, J. (2009). On measuring skewness and
kurtosis. Quality and Quantity, Vol. 43(3): 481-493. DOI: 10.1007/s11135-007-9128-9
Duchnowski, R. and Wiśniewski, Z. (2011). Estimation of the shift between parameters of functional
models of geodetic observations by applying Msplit estimation. Journal of Surveying Engineering
Vol. 138(1): 1-8. DOI: 10.1061/(ASCE)SU.1943-5428.0000062
Duchnowski, R. and Wiśniewski, Z. (2014). Comparison of two unconventional methods of estimation
applied to determine network point displacement. Survey Review, Vol. 46(339): 401-405.
DOI: 10.1179/1752270614Y.0000000127
Duchnowski, R. and Wiśniewski, Z. (2016). Accuracy of the Hodges–Lehmann estimates computed by
applying Monte Carlo simulations. Acta Geod Geophys. DOI 10.1007/s40328-016-0186-0
Dzhun’, I.V. (1992). Pearson distribution of type VII used to approximate observation errors in astronomy.
Measurement Techniques, Vol. 35(3): 277-282.
Dzhun’, I.V. (2011). Method for diagnostics of mathematical models in theoretical astronomy and
astrometry. Kinematics and Physics of Celestial Bodies, Mathematical Processing of Astronomical
Data, Vol. 27(5): 260-264.
Dzhun’, I.V. (2012). What should be the observation-calculation residuals in modern astrometric
experiments. Kinematics and Physics of Celestial Bodies, Mathematical Processing of Astronomical
Data, Vol. 28(1): 43-47. DOI: 10.3103/S0884591312010096
Elderton, W.P. (1953). Frequency curves and correlation. Cambridge University Press.
Fischer, H. (2011). A history of central limit theorem. From classical to modern probability theory.
Sources and Studies in the History of Mathematics and Physical Sciences, Springer New York-
Dordrecht-Heidelberg-London, Book Chapter: 75-137.
Friori, A.M. and Zenga, M. (2009). Karl Pearson and the origin of kurtosis. International Statistical
Review, Vol. 77(1): 40-50. DOI: 10.1111/j.1751-5823.2009.00076.x
Gleinsvik, P. (1971). Zur Leistungsfähigkeit der Methode der kleinsten Quadrate bei Ausgleichung nicht
normalverteilter Beobachtungen. Theoretische Untersuchungen. Zeitschrift für Vermessungswesen,
Vol. 6: 224-233.
Unauthenticated
Download Date | 2/18/17 9:35 PM
Zbigniew Wiśniewski
Hampel, F.R. (1974). The in uence curve and its role in robust estimation. Journal of the American
Statistical Association, Vol. 69(346): 383-397.
Hampel, F.R., Ronchetti, E.M., Rousseuw, P.J. and Stahel, W.A. (1986). Robust statistics. The approach
based on in uence functions. John Wiley & Sons, New York.
Hu, X., Huang, C. and Liao, X. (2001). A new solution assessment approach and its application to
space geodesy data analysis. Celestial Mechanics and Dynamical Astronomy, Vol. 81(4): 265-278.
DOI: 10.1023/A:1013204418865
Huber, P.J. (1964). Robust estimation of location parameter. The Annals of Mathematical Statistics. Vol.
35(1): 73-101. DOI:10.1214/aoms/1177703732
Huber, P.J. (1981). Robust statistics. The approach based on in uence functions. John Wiley & Sons,
New York.
Kadaj, R. (1988). Eine verallgemeinerte Klasse von Schätzverfahren mit praktischen Anwendungen.
Zeitschrift für Vermessungswesen, Vol. 113: 157-166.
Kasietczuk, B. (1997). Estimation of asymmetry and kurtosis coef cients in the process of geodetic
network adjustment by the least-squares method. Journal of Geodesy, Vol. 71(3): 131-136.
Kayikçi, E.T. and Sopaci, E. (2015). Testing the normality of the residuals of surface temperature data
at VLBI/GPS co-located sites by goodness of t tests. Arabian Journal of Geosciences, Vol. 8(11):
10119–10134. DOI: 10.1007/s12517-015-1911-7
Kukuča, J. (1967). Some problems in estimating the accuracy of a measuring method. Studia Geophysica
et Geodaetica, Vol. 11(1): 21-33.
Kutterer, H. (1999). On the sensitivity of the results of least-squares adjustments concerning the stochastic
model. Journal of Geodesy, Vol. 73(7): 350 -361.
Lehmann, R. (2012). Improved critical values for extreme normalized and studentized residuals in
Gauss–Markov models. Journal of Geodesy, Vol. 86(12): 1137–1146. DOI: 10.1007/s00190-012-
0569-0
Lehmann, R. (2015). Observation error model selection by information criteria vs. normality testing.
Studia Geophysica et Geodaetica, Vol. 59(4): 489-504. DOI: 10.1007/s11200-015-0725-0
Luo, X., Mayer, M. and Heck, B. (2011). On the probability distribution of GNSs carrier phase
observations. GPS Solutions, Vol. 15(4): 369-379. DOI: 10.1007/s10291-010-0196-2
Mooijaart, A. (1985). Factor analysis for non-normal variables. Psychometrika, Vol. 50( 3): 323-342.
DOI: 10.1007/BF02294108
Mukhopadhyay, N. (2005). Dependence or independence of the sample mean and variance in non -IID
or non-normal cases and the role of some tests of independence. Recents Advances in Applied
Probability. Springer Science + Business Media, Inc. Book Chapter: 397-426.
Pearson, K. (1920). The fundamental problem of practical statistics. Statistics, Vol. 13: 1–16.
Romanowski, M. (1964). On the normal law of errors. Bulletin Géodésique, Vol. 73(1): 195-215. DOI:
10.1007/BF02528935
Romanowski, M. and Green, E. (1983). Re exions on the kurtosis of samples of errors. Bulletin
Géodésique, Vol. 57(1): 62-82. DOI: 10.1007/BF02520912
Ser ing, R. (1980). Approximation theorems of mathematical statistics. John Wiley & Sons (Polish
edition, PWN, 1991).
Tiberius, C.C.J.M. and Borre, K. (2000). Are GPS data normally distributed. In: Schwarz K.P. (Ed.)
Geodesy Beyond 2000. International Association of Geodesy Symposia, Vol. 121: 243-248.
Wassef, A.M. (1959). Note of the application of mathematical statistics to the analysis of levelling errors.
Bulletin Géodésique, Vol. 52(1): 19-26.
Wiśniewski, Z. (1985). The effect of the asymmetry of geodetic observation error distribution on the
results of adjustment by least squares method. Geodezja i Kartogra a, Vol. 34(1): 11-21.
Wiśniewski, Z.(1987, Method of geodetic network adjustment in extend to probabilistic measurement
error properties. Zeszyty Naukowe Akademii Górniczo-Hutniczej, Geodezja, 95, No. 1127, 73-88.
Wiśniewski, Z. (1996). Estimation of the third and fourth order central moments of measurement errors
from sums of powers of least squares adjustment residuals. Journal of Geodesy, Vol. 70(5): 256-262.
Unauthenticated
Download Date | 2/18/17 9:35 PM
MP estimation applied to platykurtic sets of geodetic observations
Wiśniewski, Z. (2009). Estimation of parameters in a split functional model of geodetic observations
(Msplit estimation). Journal of Geodesy, Vol. 83( 2): 105-120. DOI: 10.1007/s00190-008-0241-x
Wiśniewski, Z. (2010). Msplit(q) estimation: estimation of parameters in a multi split functional model of
geodetic observations. Journal of Geodesy, Vol. 84(6): 355-372. DOI: 10.1007/s00190-010-0373-7
Wiśniewski, Z. (2014). M-estimation with probabilistic models of geodetic observations. Journal of
Geodesy, Vol. 88(10): 941–957. DOI: 10.1007/s00190-014-0735-7.
Wiśniewski, Z. and Zienkiewicz, M.H. (2016). Shift-M*split estimation in deformation analyses. Journal
of Surveying Engineering, DOI: 10.1061/(ASCE)SU.1943-5428.0000183.
Xi, Z., Hu, C. and Youn, B.D. (2012). A comparative study of probability estimation methods for
reliability analysis. Structural and Multidisciplinary Optimization, Vol. 45(1): 33-52. DOI: 10.1007/
s00158-011-0656-5
Yang, Y. (1997). Estimators of covariance matrix at robust estimation based on in uence functions.
Zeitschrift für Vermessungswesen, Vol. 122: 166-174.
Unauthenticated
Download Date | 2/18/17 9:35 PM
... M-estimators are usually determined in an iterative process. Their favourable properties result from the modified objective function and its derivative, i.e. the influence function and associated weighting function [28,29]. ...
... This modification assumes, among other things, a change of weights for individual observations. It is an iterative method, requiring several repetitions until the result meets the adopted criteria [28]. ...
Article
Full-text available
The article presents the results of the adjustment of the experimental horizontal geodetic network using the classical method and the estimation of strengths in identifying observations with gross error and analyzing the accuracy of the obtained results. The presented analyses were made considering the possibility of their use in implementation networks and measurement and control networks used for monitoring building structures. The paper’s subject was a horizontal network established on the Morasko campus (Poznań). While creating it, the practical needs and economics of measurements were taken into account. The obtained results of numerical analyzes confirmed the benefits of using the methods of estimating strengths in the equalization process, which give satisfactory results in the case of outliers.
... Wi sniewski (2009) purported that the realizations of random variable Y ð2Þ do not necessarily have to stem from erroneous measurements. Mutual outlying of the observations may be justified in certain approaches to the processing of surveying observations, and it may be natural for certain surveying technologies (Wi sniewski 2009(Wi sniewski , 2016Janowski and Rapi nski 2013;Zienkiewicz 2014;Błaszczak-Ba ˛k et al. 2015;Janowski 2018). In such cases, P ¼ fP h ð1Þ ; P h ð2Þ : h ð1Þ ; h ð2Þ ˛Yg; which in consequence means that not only must the parameter ^ h ð1Þ of the probability distribution P h ð1Þ ...
... The general case is associated with the situation when each of the competitive parameters may fulfill certain theoretical conditions. In geodetic practice, these conditions may pertain to the coordinates of some points of the network, e.g., when the distance between the points is defined with higher accuracy or when conditions between the coordinates stem from the geometric structure of the network (e.g., Wi sniewski 2016;Bakuła and Ka zmierczak 2017). This application may also be used for the extension of the M split(q) estimation proposed in this paper; however, it has wider significance in geodetic network deformation analysis. ...
Article
In this paper, the use of the parameter estimation method in a split functional model in the analysis of geodetic network deformation is presented. Special attention is drawn to the situation when competitive parameters fulfill certain independent conditions in the systems of observation equations. It is also proposed that the so-called reversal-point effect can be eliminated from the Msplit estimation using conditional equations binding the competitive parameters. It is shown that the introduced extension of the Msplit estimation method does not deprive the studied method of its qualities, including its robustness.
... Similar assumptions are also adopted in the maximum likelihood method (ML-method) (e.g. Rao 1973;Wiśniewski 2017). However, this method does not allow the existence of several versions of the parameters in a functional model relating to the same observation. ...
Article
Full-text available
Msplit estimation is a method that enables the estimation of mutually competing versions of parameters in functional observation models. In the presented study, the classical functional models found in it are replaced by errors-in-variables (EIV) models. Similar to the weighted total least-squares (WTLS) method, the random components of these models were assigned covariance matrix models. Thus, the proposed method, named Total Msplit (TMsplit) estimation, corresponds to the basic rules of WTLS. TMsplit estimation objective function is constructed using the components of squared Msplit and WTLS estimation objective functions. The TMsplit estimation algorithm is based on the Gauss–Newton method that is applied using a linear approximation of EIV models. The basic properties of the method are presented using examples of the estimation of regression line parameters and the estimation of parameters in a two-dimensional affine transformation.
... Other values, such as excess and kurtosis of observation distribution, may also affect the robustness of M-estimators [48,49]. This problem was discussed on the example of family of Pearson distributions and M P estimation in the papers [32,50,51]. ...
Article
The paper presents Msplit estimation as an alternative to methods in the class of robust M-estimation. The analysis conducted showed that Msplit estimation is highly efficient in the identification of observations encumbered by gross errors, especially those of small or moderate values. The classical methods of robust estimation provide then unsatisfactory results. Msplit estimation also shows high robustness to single gross errors of large values. The presented analysis of Msplit estimators’ robustness is of a chiefly empirical nature and is based on the example of a simulated levelling network and a real angular-linear network. Using the Monte Carlo method, mean success rates for outlier identification were determined and the courses of empirical influence functions were specified. The outcomes of the analysis were compared with the relevant values achieved via selected methods of robust M-estimation.
... However, the resulting values less than zero (kurtosis ≤ 0) for the kurtosis shows that the values are platykurtic and less extreme values persists in the data. In contrast the resulting values more than zero (kurtosis ≥ 0) shows that the values are leptokurtic and more outliers are existing in the observations than the normal data (Wiśniewski et al., 2017). The precipitation trends in Thatta (1.14) and Badin (6.55) shows leptokurtic kurtosis. ...
Article
Full-text available
Facing the impacts of climate change and decline in the agriculture crop productions, the coastal districts of Southern Pakistan, Thatta and Badin, are facing severe economic instability due to their high dependency on climate sensitive natural sources for livelihood. These issues need to be resolved by taking appropriate measure with respect to climate change mitigation and adaptation mechanisms based on trend analysis of climatological variables and future forecasting approaches. Since agriculture is the primary livelihood option of these districts, climatological variations have highly altered sowing and harvesting periods of agricultural crops. In this study climatological variable including maximum temperature, minimum temperature, precipitation, wind speed and relative humidity were statistically analyzed and their impacts on the yield of wheat, rice and sugarcane crops in Thatta and Badin were computed for a period from 1981 to 2019 (39 years). Using multi-factoral approach and applications of Pearson’s Correlation, Ordinary Least Square Regression (OLSR) and Multiple Linear Regression (MLR) Models, 30 OLSR-based and 6 MLR-based statistical equations were developed for future forecasting and prediction of the climatological impacts. Temperature and precipitation have shown highly significant correlation and regression estimates; whereas wind speed and relative humidity have lesser impacts on crop production. The study provides baseline for forecasting future trends in the crop yield with regards to climatological variations in the study area.
... Of course, one can choose other test which can be more powerful (for example, Thadewald and Büning, 2007); however, JB test is very simple in use and for the purpose of this paper application of this test seems enough. JB test is based on the following test statistic (Jarque and Bera, 1980;Wiśniewski, 2017) ...
Article
Full-text available
The normal distribution is one of the most important distribution in statistics. In the context of geodetic observation analyses, such importance follows Hagen’s hypothesis of elementary errors; however, some papers point to some leptokurtic tendencies in geodetic observation sets. In the case of linear estimators, the normality is guaranteed by normality of the independent observations. The situation is more complex if estimates and/or the functional model are not linear. Then the normality of such estimates can be tested theoretically or empirically by applying one of goodness-of-fit tests. This paper focuses on testing normality of selected variants of the Hodges-Lehmann estimators (HLE). Under some general assumptions the simplest HLEs have asymptotical normality. However, this does not apply to the Hodges-Lehmann weighted estimators (HLWE), which are more applicable in deformation analysis. Thus, the paper presents tests for normality of HLEs and HLWEs. The analyses, which are based on Monte Carlo method and the Jarque–Bera test, prove normality of HLEs. HLWEs do not follow the normal distribution when the functional model is not linear, and the accuracy of observation is relatively low. However, this fact seems not important from the practical point of view.
... The tests showed that all the empirical probability distributions of M split (2) estimators and competitive residuals determined based on the Monte Carlo simulation have probability distributions which are similar to the normal distribution. This finds confirmation in the calculated values of kurtosis parameter b 2 = m 4 /m 2 2 (where m k is the k−th central moment), the asymmetry coefficient g 1 = m 3 /m 3/2 2 and the anomaly of the probability distribution analysed from the perspective of the distribution excess g 2 = b 2 − 3 (Wisńiewski 1996(Wisńiewski , 2017. It is noteworthy that for the normal distribution b 2 = 3, g 1 = 0 and g 2 = 0. ...
Article
The article presents the issue of determining a proper number of competitive functional models in the square Msplit(q) estimation. It is assumed in the theoretical fundamentals of the method of parameter estimation in a split functional model that the observation vector may constitute an unrecognised and unassigned mixture of realisations of several random variables. As such, the observation vector may contain the realisations of a greater number of random variables than the adopted q of the competitive functional models. Too small number q of competitive functional models may leads to breakdown of Msplit(q) estimation. In the theoretical part of the paper, a modified Baarda’s test was proposed to detect too small a number of competitive functional models. The idea of the proposed approach is about detection of the observations that should not be assigned to a specific functional model. The efficacy of the proposed strategy was illustrated by two numerical examples.
Article
Until now the use of Msplit(q) estimation has been limited only to the determination of parameter estimators in the functional models of observations. This work proposes methods for determination of covariance matrices of these estimators. The solutions presented here allow Msplit(q) estimation to be supplemented by the operations from the domain of accuracy analysis (especially the that concerning estimators of parameters). Theoretical forms of covariance matrices of Msplit(q) estimators were established using the empirical influence functions and the equivalent covariance matrices of observation errors. The estimators of covariance matrices of Msplit(q) estimators were determined based on the adopted statistical observation models and their random errors. The unknown variance coefficients of these models were estimated employing the principles of square estimation. The paper also presents numerical tests performed with the use of Monte Carlo method.
Article
Full-text available
The paper concerns assessing the accuracy of some variants of robust R-estimates, namely the Hodges?Lehmann estimates, which can be applied, for example, in deformation analyses. Such estimates are robust against outlying observations and in some cases they are a good alternative for more conventional methods of estimation, for example, in testing stability of the potential reference points. Considering such an application, or in general estimation of displacements of network points, one should of course know accuracy of the estimators. Since R-estimates are based on ranks it is not obvious how to compute their accuracy (the law of variance propagation cannot be applied here). This paper presents one of the possible approaches, namely application of Monte Carlo simulations. If we make certain assumptions concerning the distribution of observation errors, we can assess the accuracy of chosen R-estimates. Usually, we assume that the observation errors are normally distributed, however, we can also consider some distributions with positive or negative kurtosis, and in the latter case we may apply the system of Johnson?s distributions to simulate the observations. In the paper, the accuracy of R-estimates was computed in relation to the accuracy of LS estimates, which is advisable from a practical point of view. It turned out that the accuracy of R-estimates is a little bit worse than the accuracy of LS estimates in most of the cases. However, there are also some cases when R-estimates are more accurate, for example, for leptokurtic distributions of the observations. An example application of R-estimates in deformation analysis was also presented.
Article
Full-text available
To extract the best possible information from geodetic and geophysical observations, it is necessary to select a model of the observation errors, mostly the family of Gaussian normal distributions. However, there are alternatives, typically chosen in the framework of robust M-estimation. We give a synopsis of well-known and less well-known models for observation errors and propose to select a model based on information criteria. In this contribution, we compare the Akaike information criterion (AIC) and the Anderson-Darling (AD) test and apply them to the test problem of fitting a straight line. The comparison is facilitated by a Monte Carlo approach. It turns out that the model selection by AIC has some advantages over the AD test.
Article
Full-text available
Evaluating the distribution patterns of surface temperature data at Very Long Baseline Interferometry (VLBI)/Global Positioning System (GPS) co-located sites w.r.t. normality is one of the most important issues in modeling surface temperature data over long periods. Such evaluation can generate algorithms for filling in missing data at measurement sites. Some algorithms in the literature, such as those in the study of Cho et al. J Coast Res 65. doi: 10. 2112/SI65-321. 1, (2013), require trend, harmonic, and residual components to fill in the missing data. Trend and harmonic components estimate an optimal model that can be used to assist such algorithms when filling in missing data. The present study is based on the investigation of the normal distribution of the residuals of a surface temperature time series at VLBI/GPS co-located sites, after removing the trend and seasonal effects through harmonic components (inter-daily variations). This study uses surface temperature data collected from the VLBI/GPS co-located sites of two different regions in Europe: Matera (Italy) and Wettzell (Germany). The data collected from these sites form a time series, and time series analyses and conventional k-sigma outlier detection are implemented on these data sets before subjecting them to goodness of fit tests for normality. The residual components of the time series are acquired through a decomposing trend and signal effect from the original time series, assuming that the residuals of the time series are normally distributed. In testing the hypothesis that an observed frequency distribution fits the normal distribution, the following tests are used: Pearson χ 2, Kolmogorov-Smirnov, Anderson-Darling, Shapiro-Wilk or Shapiro-Francia, D’Agostino, Jarque-Bera, skewness, and kurtosis tests. Some graphical methods are also applied to support the results of the goodness of fit tests for normality. Some proposals on the application of the goodness of fit tests are put forward, such as the evaluation of the estimation model for trend and harmonic components by considering the properties of the implemented goodness of fit tests. The results of this study can be used to determine the optimal model for estimating trend and harmonic components. The output of the present study is expected to have an important role in modeling surface temperature distributions at co-located VLBI/GPS sites for filling in missing data. Above all, meteorological data, such as temperature, pressure, and humidity, are of specific interest for modeling tropospheric delay, the main error factor in positioning in space geodesy, which in turn makes investigations on the distribution of meteorological data more attractive in geoscience.
Article
To robustly estimate the model parameters and their a posteriori covariance matrices are two important tasks in geodetic adjustments. An influence function and an empirical influence function of robust parameter estimates are derived. The asymptotic estimators of the covariance matrix for robust parameter estimates, based on asymptotic theory, are introduced and described. Then the approximate and practical covariance estimators for geodetic adjustment are derived by using an empirical influence function and some other approximation.
Article
For testing that an underlying population is normally distributed the skewness and kurtosis statistics, √b1and b2, and the D’Agostino-Pearson K2 statistic that combines these two statistics have been shown to be powerful and informative tests. Their use, however, has not been as prevalent as their usefulness. We review these tests and show how readily available and popular statistical software can be used to implement them. Their relationship to deviations from linearity in normal probability plotting is also presented.
Article
This paper presents an estimation method allowing direct and robust outlier assessment of parameter shifts in functional models of geodetic observations. The systems adopted in the discussion refer to functional models used in geodetic network deformation analysis. The proposed method is a robustness-oriented development of Shift-Msplit estimation. The problem of robustness is solved using an additional random variable with realizations which are outliers. The paper shows that the application of this variable also facilitates the selection of the appropriate number of competitive models in Msplit(q) estimation. Two numerical examples explain the manner of Shift-M*split estimation performance and indicate the basic properties of the determined estimates.
Chapter
Knowledge of the probability density function of the observables is not needed to routinely apply a least-squares algorithm and compute estimates for the parameters of interest. For the interpretation of the outcomes, and in particular for statements on the quality of the estimator, the probability density has to be known A variety of tools and measures to analyse the distribution of data are reviewed and applied to code and phase observables from a pair of geodetic GPS receivers. As a conclusion the normal probability density function turns out to be a reasonable model for the distribution of GPS code and phase data, but this may not hold under all circumstances
Article
A new optimisation method is proposed in this paper. The least fourth powers method allows fitting a geometric figure to a set of points in such a way, that the maximal value of displacement between the fitted figure and the points is smaller than in the least squares method. This property can be very useful in some engineering tasks, e.g. in the realignment of a railway track. The objective function of the new optimisation method is proposed, along with an analysis of some theoretical properties of the new method. It was pointed out that some computational problems can appear. Appropriate computational techniques were proposed to overcome these problems. Detailed algorithms were presented and illustrated by numerical examples. The efficiency of various computational techniques is compared, and the resulting conclusions are presented.