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An Algorithm for Estimating the Grounding Resistance of Complex Grounding Systems Including Contact Resistance

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Abstract

In cases where the grounding system is buried in soils characterized by poor contact with the electrodes (e.g. karst and sandy terrains), the contact resistance frequently represents a dominant component of the total grounding resistance. In such cases, estimation of the grounding resistance by conventional formulas given in the literature is useless, because they do not take into account the contact resistance. An algorithm for estimating the total grounding resistance of complex grounding systems, with the contact resistance included, was developed and presented in this paper. The algorithm is applied to a grounding system of a typical 110 kV transmission line tower used in the Serbian transmission power system. Simple formulas by which the total grounding resistance of the analyzed grounding system can easily be calculated are also derived. The obtained results are validated using 3D FEM modeling and a practical method from the literature. It was shown that the total grounding resistances determined by the proposed algorithm deviate less than 4% from those obtained by FEM calculations. Since the proposed algorithm is general and can be applied to any grounding system, it represents a powerful tool for estimating the grounding resistance in an early stage of the design process.
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An algorithm for estimating the grounding resistance of complex grounding systems
including contact resistance
Jovan Trifunovic
Faculty of Electrical Engineering
University of Belgrade
Bulevar kralja Aleksandra 73
11000 Belgrade, Serbia
jovan.trifunovic@etf.rs
Miomir Kostic
Faculty of Electrical Engineering
University of Belgrade
Bulevar kralja Aleksandra 73
11000 Belgrade, Serbia
kostic@etf.rs
Abstract – In cases where the grounding system is buried in
soils characterized by poor contact with the electrodes (e.g. karst
and sandy terrains), the contact resistance frequently represents
a dominant component of the total grounding resistance. In such
cases, estimation of the grounding resistance by conventional
formulas given in the literature is useless, because they do not
take into account the contact resistance. An algorithm for
estimating the total grounding resistance of complex grounding
systems, with the contact resistance included, was developed and
presented in this paper. The algorithm is applied to a grounding
system of a typical 110 kV transmission line tower used in the
Serbian transmission power system. Simple formulas by which
the total grounding resistance of the analyzed grounding system
can easily be calculated are also derived. The obtained results
are validated using 3D FEM modeling and a practical method
from the literature. It was shown that the total grounding
resistances determined by the proposed algorithm deviate less
than 4% from those obtained by FEM calculations. Since the
proposed algorithm is general and can be applied to any
grounding system, it represents a powerful tool for estimating
the grounding resistance in an early stage of the design process.
Index Terms – Complex grounding systems, Contact
resistance, Electrical engineering, Finite element method,
Grounding loop, Grounding resistance, Modeling, Power
transmission lines, Soil, Transmission line tower
I. INTRODUCTION
In order to ensure that an adequate grounding system is
designed, its grounding resistance should be estimated in an
early stage of the design process 1, because its value is
needed for calculating the ground fault loop impedance and
ground potential rise 24. This is not always easy to
obtain, especially in troubled environments 46. It was
noticed in 7, and confirmed by 3D FEM modeling in 8,
that in cases where the grounding system is buried in soils
which form poor contact with the electrodes (e.g. karst and
sandy terrains), the contact resistance becomes a dominant
component of the total grounding resistance. In such cases,
conventional formulas for estimating the grounding
resistance, given in standards [9] and [10], as well as in many
scientific engineering papers [11]–[21], are useless because
they do not include the contact resistance.
Analyzing the experimentally obtained data presented in
7, related to a grounding loop embedded in a former
This research was partially supported by the Ministry of Education,
Science and Technological Development of the Republic of Serbia (project
TR 36018).
stonebed, a general method for quantitative estimation of soil
properties related to the soil contact with the electrodes, was
developed 8. Although it was stated in 8 that the method
could not be used for precise calculations of the grounding
resistance of loops buried in soils characterized by poor
contact with the electrodes, further research showed that it
actually could. An algorithm for estimating the grounding
resistance of complex grounding systems, with the contact
resistance included, based on the methods given in 8 and
22, was developed and presented in this paper. To the best
of the authors’ knowledge, such an algorithm does not exist in
the available literature.
It was shown in 2326 that the grounding resistances
obtained by the measurements at the steady-state conditions
are similar to those obtained by the FEM simulations.
Therefore, 3D FEM modeling can be used for the validation
of new algorithms and formulas for the calculation of relevant
grounding system parameters, as done in the research
presented in this paper (as well as in 27 and 28). The
algorithm was tested applying 3D FEM modeling to the
grounding system of a typical 110 kV transmission line tower
used in the Serbian transmission power system 22, assuming
several types of soil. It was also validated using a suitable
practical method from [29]. The FEM modeling of the
considered complex grounding system and the surrounding
soil which forms imperfect contact with the electrodes was
described in 8 and 26.
II. CALCULATION OF THE GROUNDING SYSTEM RESISTANCE
OF A TYPICAL 110 KV TRANSMISSION LINE TOWER USED IN
THE SERBIAN TRANSMISSION POWER SYSTEM
A frequently used grounding system of a typical 110 kV
transmission line tower is presented in Fig. 1. The grounding
system contains 5 electrically connected square loops. The
upper loop (of dimensions L1 x L1) is buried at depth h1, while
each of the 4 identical lower loops (of dimensions L2 x L2) is
placed around the tower’s footing concrete foundation at
depth h2. The dimensions L1 and L2 are conditioned by the
tower height (H) and soil bearing capacity (σ), representing
the input parameters needed for determining the dimensions
of the footing foundation, as well as the span of footings,
through the tower construction stability calculations. The
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Fig. 1. The grounding system of a typical 110 kV transmission line tower
used in the Serbian transmission power system.
ranges of relevant construction parameters for towers used in
practice, obtained by examining the design documentation of
72 different towers used in the Serbian transmission power
system, are presented in Table I 22 (r = L2/L1 and p is the
perimeter of the cross-section of the strips forming the loop).
While L1, r, h1, h2 and p have a direct influence on the
grounding system resistance, H and σ have an indirect
influence on its value through L1 and r, which is why
variations of H and σ were not analyzed in this research.
First, an algorithm for fast calculation of the grounding
system resistance will be presented, assuming a perfect
contact between its electrodes and the surrounding soil. Such
a grounding resistance represents the theoretical value of the
real grounding system resistance.
The following, very accurate formula for quick calculation
of the theoretical grounding resistance of square loops whose
construction parameters belong to the ranges given in Table I
was recommended in 22 (see Appendix I):
ph
L
L
RT
T
SL
2
0
85.8
ln
2
(1)
(ρ is the soil resistivity, LT the loop perimeter and R
0SL its
theoretical grounding resistance).
In 22 an algorithm and approximate formulas for fast
calculation of the theoretical grounding resistance of the
grounding system shown in Fig. 1 were also given. It was
shown that for any combination of the input parameters
belonging to the ranges given in Table I and for any value of
the uniform soil resistivity, the theoretical grounding
resistance of the grounding system sketched in Fig. 1 can be
calculated using (1) and the following two equations:
)
11
(
1
040
4
0LLUL
LLUL
GS RRR
, and (2)
LL
LL
LLLLLLLL
LL
LL RRRRRR 0
4
0000
4
40
4
)
1111
(
1
, (3)
where:
TABLE I
RANGES OF RELEVANT STRUCTURE PARAMETERS OF A TYPICAL 110 KV
TRANSMISSION LINE TOWER USED IN THE SERBIAN TRANSMISSION POWER
SYSTEM 22
Parameter Range
H 12 – 30 m
σ 100 – 300 kPa
L1 5 – 10 m
r 0.20 – 0.44
h1 0.7 m (fixed value)
h2 2 m (fixed value)
p 0.044 – 0.088 m
- R0GS represents the theoretical grounding resistance of the
whole grounding system,
- R0UL is the theoretical grounding resistance of the upper
grounding loop,
- R04LL is the theoretical grounding resistance of all four
lower loops,
- ηUL–4LL is the coefficient reflecting the mutual (vicinity)
effect existing between the upper and the four lower
loops,
- R0LL is the theoretical grounding resistance of a solitary
lower loop, and
- η4LL is the coefficient reflecting the vicinity effect among
the four lower loops.
The η (ηUL–4LL and η4LL) coefficients can be calculated by
the following equation:
4312111 ),( CrCLCrLCrL
, (4)
where C1, C2, C3 and C4 are the constants. For the ranges of
the input parameters given in Table I, the following values of
the constants C1, C2, C3 and C4 were determined 22 (see
Appendix I):
(C1, C2, C3, C4) = (0.005185, -0.005094, -0.1656, 0.7299) for
ηUL–4LL, and
(C1, C2, C3, C4) = (-0.005264, 0.004609, -0.7925, 0.8793) for
η4LL.
The values of R0UL and R0LL can be calculated using (1), the
ηUL–4LL and η4LL coefficients by incorporating the
corresponding constants (C1, C2, C3, C4) into (4), R04LL by (3),
and R0GS by (2). If the upper loop is not an element of the
grounding system, R0GS is reduced to R04LL.
III. A NEW ALGORITHM FOR ESTIMATING THE TOTAL
GROUNDING RESISTANCE
A. Formulas for Estimating the Total Grounding Resistance
of a Square Loop
Analyzing the experimentally obtained values of the square
loop grounding resistance presented in 7, it was noticed in
8 that the soil properties (concerning the soil contact with
the electrodes) can be described by size, number and position
of air gaps placed between the grounding loop electrodes and
the surrounding soil. The analyzed square loop (5 m × 5 m),
made of zinc-protected steel strips with a rectangular cross-
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Fig. 2. Schematic representation of the concept of air gaps sequentially
placed along the grounding strip.
section (30 mm × 4 mm), was installed at a depth of 0.5 m. A
schematic representation of the concept of air gaps
sequentially placed along the grounding strip is given in
Fig. 2. The sequential distribution of air gaps along a part of
the strip is shown in yz plane, while the cross-section of the
modeled air gap surrounding a strip is shown in xz plane. The
sequences of length T are uniformly distributed along the
grounding loop perimeter. Each of them contains one air gap
(b represents the length of a part of the strip sequence
completely surrounded by the air gap (the rest of the strip
sequence forms a perfect contact with the surrounding soil),
and d is the thickness of the air gap).
The quality of the contact between the grounding
electrodes and the surrounding soil is quantitatively described
by a parameter F, representing the fraction of the electrode
surface which is not in contact with the surrounding soil. This
parameter can be calculated as
100(%)
T
b
F. (5)
The actual (total) grounding resistance (RTSL) of the
considered square loop, as a function of F, can be
decomposed by the following expression:
)()( 0FRRFR CSLSLTSL , (6)
where:
- R0SL is the theoretical grounding loop resistance (obtained
assuming a perfect contact), and
- RCSL(F) is the contact resistance.
It was shown in 8 that RCSL(F) can be approximated by
the following expression:
1
100
100
)()( 2
210 F
FKFKK
Lp
d
FR
T
CSL
, (7)
where K0, K1 and K2 are correction coefficients. For the
analyzed loop and the surrounding soil described by
d0 = 16·10-3 m and T0 = 25·10-2 m, the following values of K0,
K1 and K2 were determined (see Appendix I):
(K0, K1, K2) = (0.857573, 0.017936, -0.000184). (8)
TABLE II
COMPARISON OF THE RESULTS OBTAINED BY FEM AND BY (1) AND (7)
LT
(m)
F0
(%)
RTSL
()
FEM
RTSL
()
(1) and (7)
RTSL
(%)
4 0 32.84 32.32 -1.57
4 50 40.31 42.51 5.45
4 80 59.63 60.08 0.76
4 92 98.56 97.20 -1.38
4 96 155.78 157.33 1.00
4 98 262.93 276.94 5.33
40 0 5.26 5.06 -3.74
40 50 6.04 6.08 0.70
40 80 8.04 7.84 -2.42
40 92 12.02 11.55 -3.88
40 96 18.21 17.57 -3.53
40 98 29.43 29.53 0.34
B. Application of the Previously Derived Equations for
Estimating the Total Grounding Resistance of Square Loops
Buried in Soils Characterized by Unknown Parameters
Further investigation showed that (1) and (7) are
characterized by very high accuracy for all square loop
dimensions given in Table I. As can be seen from Table II,
assuming the above values of d0 and T0, the differences
between the total grounding resistances obtained by 3D FEM
modeling and those obtained by (1) and (7), related to the
minimum (LT = 4 m) and maximum (LT = 40 m) loop
perimeters from Table I for six different values of parameter
F0, amount up to 5.45%.
Taking into account the stated in the above paragraph, it
was assumed that it is possible to calculate, with reasonable
accuracy, the total grounding resistance of a square loop
(dimensions of which belong to the ranges given in Table I)
buried in soil characterized by unknown parameters (dx, Tx
and Fx), using the information obtained by measurement of
the grounding resistance of a small square loop buried in that
soil. The idea was to make the “unknown” soil equivalent to
the previously analyzed one (characterized by d0 and T0, as
well as by the corresponding F
0), and to calculate the total
grounding resistance of a square loop using (1) and (7).
This idea was validated by 3D FEM modeling of both the
surrounding soil and square loops similar to those belonging
to the grounding systems sketched in Fig. 1. The upper and
lower loops representing elements of complex grounding
systems denoted by GS1 and GS2, were analyzed. Those
loops are characterized by the minimum and maximum
dimensions of both L1 and r given in Table I, respectively. All
of the relevant constructional and soil input parameters
characterizing both GS1 and GS2 are given in Table III. It
was assumed that these grounding systems were buried in
soils described by the parameters ρ, dx and Tx, given in
Table III, as well as by 6 different values of the parameter
Fx(%), given in Table IV.
A small square loop (1 m × 1 m) made of steel strips with a
rectangular cross-section (30 mm × 4 mm), installed at a
depth of 0.5 m, was used as a simple test grounding system.
Assuming ρ = 100 m, the theoretical value of the loop
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TABLE III
INPUT PARAMETERS OF THE ANALYZED GROUNDING SYSTEMS AND THE MODELED SOILS, AS WELL AS THE CORRESPONDING VICINITY EFFECT COEFFICIENTS
CALCULATED BY (4)
GS L1
(m) r p
(10-3 m)
h1
(m)
h2
(m)
ηUL–4LL
(4)
η4LL
(4)
ρ
(m)
dx
(10-3 m)
Tx
(10-2 m)
GS1 5 0.2 68 0.7 2 0.677 0.739 100 20 5
GS2 10 0.44 68 0.7 2 0.629 0.554 100 25 40
TABLE IV
COMPARISON OF THE RESULTS OBTAINED BY THE PROPOSED PROCEDURE, BASED ON (1)–(11), AND BY THE FEM CALCULATIONS
GS Fx
(%)
RTtest
()
FEM
RTtest
(%)
F0
(%)
RTLL
()
(6)
RTLL
()
FEM
RTLL
(%)
RTUL
()
(6)
RTUL
()
FEM
RTUL
(%)
RT4LL
()
(10)
RT4LL
()
FEM
RT4LL
(%)
RTGS
()
(11)
RTGS
()
FEM
RTGS
(%)
GS1 0 32.84 -0.97 3.28 27.32 28.32 -3.53 8.86 9.12 -2.88 9.27 9.57 -3.21 6.71 6.83 -1.80
GS1 50 38.46 15.99 34.00 32.95 33.99 -3.06 9.99 10.28 -2.82 10.68 10.95 -2.45 7.35 7.41 -0.92
GS1 80 54.08 63.07 74.19 48.56 49.51 -1.92 13.11 13.42 -2.31 14.59 14.95 -2.42 9.09 9.23 -1.50
GS1 92 90.28 172.24 90.97 84.76 85.71 -1.10 20.35 20.59 -1.18 23.64 24.06 -1.76 13.12 13.37 -1.81
GS1 96 149.23 350.00 95.71 143.71 144.72 -0.70 32.14 32.59 -1.37 38.37 39.12 -1.91 19.68 20.05 -1.82
GS1 98 270.87 716.83 97.95 265.36 266.59 -0.46 56.47 58.60 -3.64 68.79 69.91 -1.61 33.21 33.68 -1.41
GS2 0 32.84 -0.97 3.28 8.89 8.99 -1.07 4.98 5.12 -2.63 4.03 4.06 -0.71 3.55 3.59 -1.20
GS2 50 42.76 28.94 50.83 11.14 11.06 0.72 5.97 6.09 -1.92 4.59 4.63 -0.86 3.92 3.81 2.90
GS2 80 68.22 105.73 84.84 16.93 16.49 2.68 8.52 8.54 -0.22 6.04 6.00 0.70 4.86 4.71 3.23
GS2 92 120.08 262.09 94.20 28.72 28.13 2.08 13.71 13.72 -0.09 8.99 9.00 -0.19 6.76 6.64 1.83
GS2 96 197.21 494.69 97.00 46.25 45.04 2.68 21.42 20.77 3.11 13.37 13.20 1.28 9.57 9.26 3.39
GS2 98 339.53 923.87 98.42 78.59 75.91 3.53 35.65 35.60 0.15 21.46 21.48 -0.11 14.74 14.22 3.69
grounding resistance, calculated using (1), amounts to
R0test = 33.16 . The total grounding resistances (RTtest) of the
test loop, obtained by FEM calculations, as well as their
relative errors (
RTtest) related to the theoretical grounding
resistance (R0test), are given in Table IV for 12 different types
of the surrounding soil. It is obvious that in cases where the
loop is buried in soils characterized by poor contact with the
electrodes the contact resistance represents a dominant
component of the total grounding resistance, making
estimation of the grounding resistance by using conventional
formulas impossible (relative errors are up to 924%).
Assuming that the unknown surrounding soil (dx, Tx and
Fx) can be described using the parameters of the known
(analyzed) soil (described by d0 = 16·10-3 m, T0 = 25·10-2 m
and the corresponding F
0), for the considered test loop (6)
becomes:
1
100
100
)(
0
2
02010
0
0F
FKFKK
Lp
d
RR
T
testTtest
, (9)
emphasizing that the coefficients K0, K1 and K2 are equal to
those given in (8). Obtaining the value of RTtest by
measurement, the only unknown parameter in (9) is F0(%),
which can easily be calculated, e.g. using the iterative
calculation method (its initial value could be F0 = 50). The
obtained values of F0 for the 12 considered types of the
surrounding soil are also given in Table IV. Note that the
values of F0 and Fx differ (because the known and unknown
soils have different values of d, T, K0, K1 and K2). In further
calculations, based on the use of the derived approximate
formulas, unknown soils will be characterized by d0, T0, K0,
K1 and K2 (which describe the known soil analyzed in 8), as
well as by the calculated values of F0 given in Table IV.
The theoretical grounding resistances of the square loops
selected in the third paragraph of subsection B (R0UL and R0LL)
were calculated using (1). Their contact resistances (RCUL and
RCLL) were calculated by (7), using d0, the values of K0, K1
and K2 given in (8) and the values of F0 given in Table IV.
For the 12 considered types of the surrounding soil the total
grounding resistances of the considered square loops (RTUL
and RTLL) were calculated by (6) and given in Table IV. The
total grounding resistances were also obtained by FEM
calculations (the surrounding soil was modeled by the
previously adopted parameters dx, Tx and Fx). They are given
in Table IV, together with the relative errors (
RTUL and
RTLL), taking the values obtained by FEM calculations as
referent. The fact that the results obtained by the proposed
procedure, based on (1) and (7), deviate less than 4% from
those obtained by FEM calculations confirms the starting
assumption that it is possible to determine the total grounding
resistance of a square loop buried in the soil characterized by
unknown parameters (dx, Tx and Fx) using the information
obtained by the measurement of the grounding resistance of a
small square loop buried in that soil.
C. Calculation of the Total Grounding Resistance of the
Considered Complex Grounding System Shown in Fig. 1
The final step of the validation of the new algorithm was
related to the total grounding resistance of the grounding
systems GS1 and GS2 buried in different types of soil. Both
theoretical and contact resistances of the square loops
analyzed in Table IV were used in further analysis.
Conventional formulas for estimating the grounding
resistance of complex grounding systems contain coefficients
reflecting the mutual (vicinity) effect existing between their
elements 11, 12, 22. For the considered complex
grounding systems GS1 and GS2, assuming a perfect contact
between the electrodes and the surrounding soil, (2) and (3)
apply. Incorporating the sets of the corresponding constants
(C1, C2, C3, C4) given in Section II into (4), the corresponding
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η coefficients were obtained for both GS1 and GS2 (see
Table III).
The hypothesis used in further analysis was that the mutual
(vicinity) effect existing between the elements of the
considered grounding system only influences their theoretical
grounding resistances, and not their contact resistances. This
assumption was based on the finding reported in 8 that in
cases with imperfect contact the distribution of the potential
becomes uniform very close to the grounding electrode (at a
distance of around 0.1 m). This means that imperfect contact
does not influence the distribution of the current outside this
narrow region, and, therefore, does not significantly affect the
grounding resistances of other “distant” elements of the
grounding system. Hence, it was assumed that the total
grounding resistances of all four lower loops (RT4LL) and of
the whole grounding system (RTGS) can be obtained using the
following formulas:
LL
LL
CLLLLT RRR 0
4
4
1
4
1
, and (10)
LLULLL
LL
CLL
LLUL
UL
CUL
TGS R
R
R
R
R
44
0
4
0
411
. (11)
The total grounding resistances RT4LL and RTGS for the
considered grounding systems GS1 and GS2, buried in the
selected types of the surrounding soil, were calculated by (10)
and (11), respectively, and given in Table IV. The grounding
resistances were also obtained by FEM calculations (the
surrounding soil was modeled by the previously adopted
parameters dx, Tx and Fx). They are also given in Table IV,
together with the relative errors (
RT4LL and
RTGS), taking the
values obtained by FEM calculations as referent. The fact that
the proposed procedure, together with (10) and (11), produces
results deviating less than 4% from those obtained by FEM
calculations confirms that this procedure allows estimation of
the total grounding resistance of the considered complex
grounding system with good accuracy. It also confirms
validity of the hypothesis that mutual (vicinity) effect existing
between the elements of the considered grounding system
only influences their theoretical grounding resistances.
D. Steps of the Proposed Algorithm
1) While conducting the soil resistivity measurements at
the site where the complex grounding system is going
to be installed, additional measurement of the
grounding resistance of a small square loop should be
performed,
2) Using the measured soil resistivity and (1), the
theoretical grounding resistance of the small loop
should be calculated. Using its value, the measured
grounding resistance and (9), the soil properties
(regarding the soil contact with the electrodes) should
be quantitatively described by d0, T0 and the calculated
value of F0),
3) Using the value of F0 and (7), the contact resistances of
both (upper and lower) loops of the complex grounding
system should be calculated,
4) Using (1), the theoretical grounding resistances of those
loops should also be calculated,
5) Using (2) and (3), coefficients ηUL–4LL and η4LL,
reflecting the mutual (vicinity) effect existing between
the grounding system elements, should be calculated,
and
6) Using the calculated theoretical and contact resistances,
the coefficients ηUL–4LL and η4LL, as well as (10) and
(11), the total grounding system resistance should be
calculated.
IV. DISCUSSION
A method for the derivation of simple formulas for
quantitative estimation of soil properties related to the soil
contact with the electrodes, which is given in 8, is general.
Therefore, it can be applied to any type of elements of a
complex grounding system surrounded by any type of soil
characterized by imperfect contact with the electrodes. A
method for generating approximate formulas intended for fast
calculations of the grounding resistance of any type of
complex grounding systems, based on the coefficients
reflecting the mutual (vicinity) effect existing between their
elements, which is given in 22, is also general. Therefore,
being based on the methods given in 8 and 22, the
presented method for deriving a set of simple formulas for
estimating the total grounding resistance of complex
grounding systems, with the contact resistance included, is
general and can be applied to any type of complex grounding
system, as well as for any type of the surrounding soil.
Without using the proposed algorithm, the designer would
have to rely only on conventional formulas for estimating the
grounding resistance ((1)–(4) in the considered case). This
way the designer equalizes the previously defined total
grounding resistances of the considered complex grounding
system (RTLL, RTUL, RT4LL, RTGS) with their theoretical values
(R0LL, R0UL, R04LL, R0GS), which, calculated using (1)–(4), for
ρ = 100 m amount to (27.65, 8.93, 9.36, 6.75) for GS1,
and (8.96, 5.01, 4.05, 3.56) for GS2. However, if GS1 or
GS2 is buried in a soil characterized by imperfect contact with
the electrodes, the real grounding resistances (RTLL, RTUL,
RT4LL, RTGS) are much higher, which will be confirmed by the
mandatory measurements performed after installing the
grounding system. In such cases, additional grounding
electrodes would have to be installed in order to achieve the
designed (required) value of the grounding system resistance.
However, without using the proposed procedure the designer
would not be able to determine the quantity of the additional
electrodes needed. Besides, the total labor and equipment
costs would be considerably higher than those specified in the
design.
Comparing the total grounding resistances (RTLL, RTUL,
RT4LL, RTGS) given in Table IV, calculated applying FEM on
the twelve considered types of the surrounding soil, with their
theoretical values (R0LL, R0UL, R04LL, R0GS), it was obtained that
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the relative errors amount up to (864.3, 556.5, 647.1,
398.8) % for GS1, and up to (746.9, 609.9, 430.7, 299.2) %
for GS2. Taking into account that the experimentally obtained
values of the square loop grounding resistance presented in
7 differ from the theoretical ones from 238% to 1354%, it
can be concluded that the cases analyzed in this paper are
quite realistic.
Let us emphasize that the presented algorithm, applied
using (1)–(11), produces results deviating less than 4% from
those obtained by the FEM calculations for all of the
considered cases and each of the following grounding
resistances: RTLL, RTUL, RT4LL and RTGS.
In order to validate the proposed algorithm, as well as the
derived formulas (1)–(11), the algorithm was applied to the
grounding system presented in Fig. 1 once again, but now
using the method from [29] (see Appendix II). Comparing the
total grounding resistances (RTLL, RTUL, RT4LL, RTGS) given in
Table V, calculated applying FEM to the twelve considered
types of the surrounding soil, with the corresponding
theoretical grounding resistances (R0LL, R0UL, R04LL, R0GS),
calculated by (12)–(14), it was obtained that the relative
errors amount up to (879.3, 499.5, 667.6, 390.1) % for GS1,
and up to (737.3, 545.0, 412.4, 265.7) % for GS2. However,
comparing the total grounding resistances (RTLL, RTUL, RT4LL,
RTGS), calculated using the presented algorithm and (15)–(17),
with their values calculated applying FEM, it was obtained
that the relative errors amount up to (20.78, 17.68, 29.45,
13.86) % for GS1, and up to (31.10, 31.97, 22.34, 18.18) %
for GS2. These results confirm that the use of the presented
algorithm can significantly reduce the possible errors when
estimating the grounding system resistance in an early phase
of the design process, even using the modified formulas from
[29] (the corresponding initial formulas are not intended for
calculating the total grounding resistance in cases where the
grounding system is buried in soils characterized by poor
contact with the electrodes). Note that appropriate formulas
from [29] (modified as done in this research) can be used with
the proposed algorithm for an approximate calculation of the
grounding resistance for practically all grounding systems
(not only for the one presented in Fig. 1). However, for cases
where high accuracy is required, the method presented in this
paper should be used for the derivation of the designer
oriented formulas.
The authors are also dealing with an experimental
validation of the proposed algorithm and the derived formulas
(1)–(11). Small scale wire models of the grounding system
presented in Fig. 1 have been constructed, with the controlled
size of the isolating material sequentially placed along the
wires (it simulates the air gaps). Their electrical behavior is
being examined in an electrolytic tank filled with water.
Although the initial results of the measurements are highly
encouraging, some additional adjustments of the models,
electrolytic tank and measuring equipment are necessary
before the details regarding the experimental setup and the
obtained results can be published.
V. CONCLUSIONS
An algorithm for estimating the total grounding resistance
of complex grounding systems, including both the theoretical
and contact resistances, characterized by high accuracy, is
presented in this paper. It is based on additional measurement
of the grounding resistance of a simple test grounding system,
and the methods given in 8 and 22 intended for fast
calculations of the total grounding resistance of any type of
complex grounding system.
The proposed method was applied on a grounding system
of a typical 110 kV transmission line tower used in the
Serbian transmission power system. A set of simple formulas
which represent the core of the algorithm were derived and
given in the paper. Applying them the total grounding
resistance of the grounding system sketched in Fig. 1 can
easily be calculated for any combination of the input
parameters belonging to the ranges given in Table I and for
any type of the surrounding soil.
The results obtained by the application of the proposed
algorithm were validated using 3D FEM modeling and a
suitable practical method from [29]. It was shown that they
deviated less than 4% from those obtained by FEM
calculations, confirming high accuracy of the proposed
algorithm.
Both the algorithm and the method for deriving simple
formulas are general and can be applied to any type of
complex grounding system. They represent a powerful tool
for estimating the grounding resistance in an early stage of the
design process.
APPENDIX I
THE PROCEDURES FROM [8] AND [22] INTENDED FOR
DETERMINING FORMULAS AND COEFFICIENTS
Equations (1)–(4) and coefficients C1C4 adopted from
[22], as well as (6)–(8) adopted from [8], were derived by
numerical analyses of the results obtained by the 3D FEM
modeling of the considered grounding systems.
A. Equation (1)
A large number of square grounding loops, the parameters
of which belong to the ranges given in Table I, were modeled
applying 3D FEM. Analyzing the obtained results, it was
concluded that logarithmic dependence should be included in
function R(ρ,LT,h,p), adopting only one constant in the
fraction within the logarithm. This constant was determined
varying its value by Microsoft Excel Solver [30] (the adopted
constant corresponds to the minimum value of the sum of
squares of differences between the results obtained by 3D
FEM and the R(ρ,LT,h,p) function values). Equation (1) was
obtained as a final result of the described procedure.
B. Equations (2)–(4) and the Coefficients C1–C4
A simple method for determining the theoretical grounding
resistance of a complex grounding system is presented in [11]
and [12]. The method, based on the principles of
superposition and reciprocity, results in a simple formula for
the calculation of the grounding system resistance. Applying
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this method to the grounding system shown in Fig. 1, (2) and
(3) are obtained.
The values of R, RUL, R4LL and RLL for a large number of
grounding systems such as the one shown in Fig. 1,
parameters of which belong to the ranges given in Table I,
were obtained by the 3D FEM calculations. By incorporating
those values into (2) and (3), the η (ηUL–4LL and η4LL)
coefficients were calculated for each considered grounding
system. It was noticed that the obtained values of the η
coefficients are mainly dependent of L1 and r. Therefore, it
was convenient to determine the function η(L1, r), which was
realized by fitting several functions through the obtained data
(again, using both the method of least squares and the
iterative calculation method through Microsoft Excel Solver).
The most precise approximation was achieved by (4), where
C1C4 are the constants, the values of which were varied until
the minimum value of the sum of squares of differences
between the results obtained by 3D FEM and (4) was
achieved.
C. Equations (6)–(8)
A grounding loop (the parameters of which are given in
the subsection III.A.), with air gaps (characterized by
d0 = 16·10-3 m and T0 = 25·10-2 m) sequentially placed along
its steel strips, was modeled applying 3D FEM for several
different values of the parameter F. By examining the values
of the grounding loop resistance, it was noticed that the
resistance, as a function of F, can be approximated by (6) and
(7). Again, using Microsoft Excel Solver, the coefficients K0
K2 given in (8) were obtained, providing the minimum value
of the sum of squares of differences between the results
obtained by 3D FEM and (6)–(8).
APPENDIX II
THE METHOD FROM [29] FOR CALCULATING THE GROUNDING
RESISTANCE OF THE GROUNDING SYSTEM PRESENTED IN FIG. 1
A. Calculation of the Theoretical Grounding Resistance of
Complex Grounding Systems
According to the method presented in [29], any complex
grounding system can be approximated by an electrode that
extends vertically to the soil surface and envelops all parts of
the grounding system (the first terms in (12)–(14)),
additionally taking into account the fact that the grounding
resistance of any wire structure is higher than that of the solid
electrode occupying the same volume (the second terms in
(12)–(14)). Applying equations 11.8–11.13 and Table 11.1
from [29], the grounding resistance of many differently
shaped electrodes can be calculated.
For a square loop with the side length L and the perimeter
of the strip cross-section p, buried in a uniform soil at a depth
h, (12) applies (suitable for calculating R0LL and R0UL). If the
grounding system consists of only 4 lower grounding loops
presented in Fig. 1, (13) can be used. For the whole
grounding system presented in Fig. 1, (14) applies.
For ρ = 100 m, the theoretical grounding resistances of
the considered complex grounding system (R0LL, R0UL, R04LL,
R0GS), calculated using (12)–(14), amount to (27.22, 9.78,
9.11, 6.87) for GS1, and (9.07, 5.52, 4.19, 3.89) for GS2.
These values are very close to the values calculated using (1)–
(4), given in Section IV.
B. Modified Formulas for Calculating the Total Grounding
Resistance of the Grounding System Presented in Fig. 1
Although formulas (12)–(14) were not initially intended
for calculating the total grounding resistance in cases where
the grounding system is buried in soils which form poor
contact with the electrodes, the second term in each of them
can be modified in order to provide their additional purpose.
Simply by including the parameter F, (12)–(14) become (15)–
(17), respectively.
The proposed algorithm for estimating the total grounding
resistance can also be applied with these formulas,
emphasizing that in this case the steps of the proposed
algorithm (given in subsection III.D. for the derived formulas
(1)–(11)) become:
1) While conducting the soil resistivity measurements at the
site where the complex grounding system is going to be
installed, additional measurement of the grounding
resistance of a small square loop should be performed,
2) Using the measured soil resistivity and (15), the soil
properties (regarding the soil contact with the electrodes)
should be quantitatively described by the calculated
value of F, and
3) Using the value of F and (15)–(17), all total grounding
resistances of the considered complex grounding system
(RTLL, RTUL, RT4LL, RTGS) should be calculated.
The results of the application of the proposed algorithm
using formulas (15)–(17), compared with those obtained by
3D FEM, are presented in Table V. Note that the theoretical
value of the loop grounding resistance, calculated using (12)
and assuming ρ = 100 m, amounts to R0test = 33.38 .


p
hL
LhLL
hL
hL
RSL 8
4
ln
4
1
42
217
ln
2
2
2
22
22
0
(12)


pr
hL
rLhLL
hL
hL
RLL 32
4
ln
16
1
42
217
ln
2
2
2
21
1211
2
2
2
1
2
2
2
1
04
(13)

 
rp
hL
rLhLL
hL
hL
RGS 418
4
ln
414
1
42
217
ln
2
2
2
21
1211
2
2
2
1
2
2
2
1
0
(14)
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

Fp
hL
FLhLL
hL
hL
RTSL 100
100
8
4
ln
100
100
4
1
42
217
ln
2
2
2
22
22
(15)


Fpr
hL
FrLhLL
hL
hL
RLLT 100
100
32
4
ln
100
100
16
1
42
217
ln
2
2
2
21
1211
2
2
2
1
2
2
2
1
4
(16)

 
Frp
hL
FrLhLL
hL
hL
RTGS 100
100
418
4
ln
100
100
414
1
42
217
ln
2
2
2
21
1211
2
2
2
1
2
2
2
1
(17)
TABLE V
COMPARISON OF THE RESULTS OBTAINED BY THE PROPOSED ALGORITHM, BASED ON (15)–(17), AND BY THE FEM CALCULATIONS
GS Fx
(%)
RTtest
()
FEM
RTtest
(%)
F
(%)
RTLL
()
(15)
RTLL
()
FEM
RTLL
(%)
RTUL
()
(15)
RTUL
()
FEM
RTUL
(%)
RT4LL
()
(16)
RT4LL
()
FEM
RT4LL
(%)
RTGS
()
(17)
RTGS
()
FEM
RTGS
(%)
GS1 0 32.84 -1.63 -5.37 26.45 28.32 -6.60 9.63 9.12 5.52 8.89 9.57 -7.17 6.79 6.83 -0.62
GS1 50 38.46 15.21 30.55 34.22 33.99 0.70 11.13 10.28 8.27 11.12 10.95 1.51 7.61 7.41 2.60
GS1 80 54.08 61.99 61.48 54.89 49.51 10.86 15.13 13.42 12.73 16.96 14.95 13.48 9.79 9.23 6.10
GS1 92 90.28 170.42 79.45 101.01 85.71 17.86 24.09 20.59 17.00 29.83 24.06 23.97 14.70 13.37 9.94
GS1 96 149.23 346.99 87.67 174.14 144.72 20.33 38.35 32.59 17.68 50.02 39.12 27.85 22.50 20.05 12.26
GS1 98 270.87 711.37 92.91 321.98 266.59 20.78 67.24 58.60 14.74 90.50 69.91 29.45 38.35 33.68 13.86
GS2 0 32.84 -1.63 -5.37 8.88 8.99 -1.21 5.44 5.12 6.21 4.15 4.06 2.18 3.86 3.59 7.48
GS2 50 42.76 28.08 43.80 12.20 11.06 10.24 6.91 6.09 13.37 4.94 4.63 6.64 4.31 3.81 13.27
GS2 80 68.22 104.36 71.64 20.23 16.49 22.66 10.46 8.54 22.50 6.87 6.00 14.57 5.43 4.71 15.38
GS2 92 120.08 259.67 84.73 35.89 28.13 27.59 17.39 13.72 26.78 10.66 9.00 18.36 7.65 6.64 15.22
GS2 96 197.21 490.72 90.52 58.56 45.04 30.02 27.42 20.77 31.97 16.15 13.20 22.34 10.89 9.26 17.66
GS2 98 339.53 917.03 94.21 99.51 75.91 31.10 45.52 35.60 27.88 26.10 21.48 21.49 16.80 14.22 18.18
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10.1109/TIA.2015.2429644, IEEE Transactions on Industry Applications
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Jovan Trifunovic was born in Belgrade, Serbia, in
1979. He received the Dipl.Ing.El. degree and the
M.Phil. degree from the Faculty of Electrical
Engineering, University of Belgrade (Serbia), in 2003
and 2009, respectively. He is now a Ph.D. candidate at
the same University, where he has been working as an
assistant since 2005. His areas of interest currently
include grounding systems, low-voltage electrical
installations and energy efficiency.
Miomir B. Kostic was born in Vranje, Serbia, in
1956. He received the Dipl.Ing.El., M.Sc. and Ph.D.
degrees from the University of Belgrade, Serbia, in
1980, 1982 and 1988, respectively, all in electrical
engineering. In 1980 he joined the University of
Belgrade, where he is presently employed as
Professor. His current research interests include
grounding systems, low-voltage electrical
installations, energy efficiency in public lighting and
architectural lighting.
... In publications [8,[10][11][12][13][14][15][16][17][18][19][20][21][22][23], many different concepts of grounding models for surge current conditions are presented. In this paper, the simplified model is considered, where constant radius r x of the grounding ionized space is assumed for the electrode's entire length. ...
... This situation necessitates a few assumptions. All the needed parameters were set according to available data in other publications [11,13,24]. In this case, the following were assumed: intensity of electric field initiating Influence of lightning current surge shape and peak value on grounding parameters Bull. ...
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Groundings are necessary parts included in lightning and shock protection. In the case of a surge current, high current phenomena are observed inside the grounding. They are a result of the electrical discharges around the electrode when the critical field is exceeded in soil. An available mathematical model of grounding was used to conduct computer simulations and to evaluate the influence of current peak value on horizontal grounding parameters in two cases. In the first simulations, electrodes placed in two different soils were considered. The second case was a test of the influence of current peak value on grounding electrodes of various lengths. Simulation results show that as soil resistivity increases in value, the surge impedance to static resistance ratio decreases. In the case of grounding electrodes lengths, it was confirmed that there is a need to use an operating parameter named effective grounding electrode length, because when it is exceeded, the characteristics of grounding are not significantly improved during conductance of lightning surges. The mathematical model used in the paper was verified in a comparison with laboratory tests conducted by K.S. Stiefanow and with mathematical model described by L. Grcev.
... Yang studied the calculation method of the grounding grid parameters, solved various parameters of the grounding grid by the moment method, and calculated the soil layered structure by solving the Green's function in the multi-layer soil by the complex image method [13]. KOSTIC proposed an algorithm for estimating the total grounding resistance of complex grounding systems with the contact resistance included, and derive the simple formulas by which the total grounding resistance of the analysed grounding system can easily be calculated [14]. ...
... It can be seen from Figure 11 that there is little difference in earth's surface potential near the 1/3 segment point (12,0,0). When the soil conductivity is 0.002 S/m, the potentials at point (10, 0, 0) and point (14,0,0) are −3.28 V and −3.52 V, respectively. ...
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The Tower grounding grids are important power facilities for transmission line grounding protection. The accurate measurement of grounding resistance provides data support for the safe operation of the grounding grids. The existing measurement methods for grounding resistance are mainly based on the 0.618 method, which has two disadvantages: (1) The distance between the voltage electrode and the measuring point should not be less than 2.5× the length of the scattered grounding electrode; (2) the long measuring wires ensure the measurement accuracy of the 0.618 method, but the long‐distance between the electrodes and measuring point makes it difficult to carry out in the complex environment. To accurately solve the problems, this paper proposes a novel measurement method of grounding resistance with shorter measuring wire based on Green's theorem. Combined with the physical model of the actual tower grounding grid, this paper establishes the potential equations in local space around the grounding grid and analyses the distribution of the equipotential surface. The results show that the proposed novel method of measuring tower grounding resistance can conveniently measure the grounding resistance, which greatly shortens the length of the measuring wire and has better adaptability for towers in a complex environment.
... When the subway train is running, the leakage current flows into the ground through the leakage resistance, forming a moving leakage current source. In China, the design of HV substation grounding grid and subway grounding system requires that the grounding resistance is less than 0.5 Ω [20][21][22]. When the distance between the urban subway line and the surrounding substations is relatively close, the stray current of the subway easily flows into the transformer windings through the substation grounding grid, causing the DC bias of the transformer. ...
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During the operation of the urban subway, there will be stray current leaking into the ground, which may invade the neutral point of the transformer along the line, causing the working magnetization curve of the transformer core to shift, thereby causing the direct-current (DC) bias effect of the transformer. Since there are unknown parameters in the equivalent circuit model of the stray current of the subway, in order to simplify the process of the influence of the subway operation on the neutral current, based on the analysis of the formation mechanism of stray current, a real subway line has been selected and a monitoring platform in the nearby high-voltage (HV) substation has been built to record the neutral current. Meanwhile, through the on-site recording of the entry and exit time of subway trains at four consecutive stations, the running trajectories of the subway trains can be reversed. According to the trajectory of the subway train, the recorded neutral current was re-divided into time periods, and the synergistic analysis of the neutral current and the train trajectory in the corresponding time period was carried out. The neutral current measurement results for 4 consecutive days indicate that the influence of the subway train on the neutral current of the substation is mainly the influence of the unbalanced load, and the degree of the unbalance mainly comes from the distance and the acceleration and braking of the subway train. The trajectory of the subway train is related to the amplitude of the neutral current. The closer the subway train is to the substation, the greater the impact on the neutral current.
... For simple grounding grid geometries only for a simple hemispherical grounding electrode, it is possible to solve equation (1) using the analytical method. For more complicated and close-to-real grounding grid structures with consideration of soil non-uniformity, numerical methods such as the finite element method or method of moments are used to solve equation (1) [10][11][12][13][14]. As a result of the calculations, the potential distribution on the ground surface is obtained with exact (only for the nodes of the discretization grid) or approximate (for the points in between according to the numerical model used) values. ...
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The article presents a methodology for calculating the step voltage on the ground surface above the grounding grid of an MV/LV substation. The calculations are performed by using the interpolation method based on the knowledge of the electric potential distribution. The electric potential distribution was determined for the grounding grid model using the finite element method in ANSYS program. The interpolating relationship of two variables allows the calculation of step voltage for any location of human feet. Streszczenie. W referacie przedstawiono metodykę obliczenia napięcia korkowego na powierzchni gruntu nad uziomem stacji SN/nN. Obliczenia są wykonywane za pomocą interpolacji w oparciu o znajomość rozkładu potencjału elektrycznego. Rozkład potencjału elektrycznego został wyznaczony dla modelu uziomu z wykorzystaniem metody elementów skończonych w programie ANSYS. Wyznaczona zależność interpolująca dwóch zmiennych pozwala na odliczenie napięcia krokowego dla dowolnej lokalizacji stóp człowieka. (Wykorzystanie metody interpolacji do szacowania napięcia skokowego i dotykowego w układzie uziemiającym)
... Others, on the other hand, deal with a calculation of R based on the equipotential surfaces of the conductive soil around the electrode, which are evaluated using FEM [7]. Another group of works base their estimators on empirical expressions for simple structures, which combined with each other, build a complex electrode [8]. ...
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An estimator of the grounding resistance of large extension electrodes from the total length and geometric properties of the electrode is proposed in this work. The approximation is valid for electrodes buried in a soil that can be assumed as homogeneous and it will be verified that the resistance estimation improves as electrode size increases. Both the burial depth and the radius of the conductors, within certain practical limits, have little effect on the value of the grounding resistance. The shape and size of the electrode are defined by a geometric index that measures the degree of compaction of the conductors that make it up, which has the greatest weight in the final value of the resistance. The expression obtained to quantify the estimate of the grounding resistance is tested in several numerical examples and in a currently operating grounding electrode, obtaining in all cases an estimated value of the resistance reasonably close to the true value.
... Design of measurement grounding resistance can also be done by the method of Digital Signal Prossesing (DSP) [16], Fall-of-Potential methode [17], and 3D FEM modeling [18]. In addition, the value of grounding resistance was also influenced by frequency [19], [20]. ...
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This study to review scientific articles from some of the international journal, published from 2005 to 2017. This study focused on articles that discuss how reduce grounding resistance. The article is discussed systematically, criticized, and analyzed. To secure the system from the disorder, we need to design a system. This system was later known with the grounding system. The criteria used in the review journal is focused in terms of: how reduce grounding resistance with electrode be planted a single or parallel, giving conductive material/reducing material, including some of the methods used in reduce grounding resistance specific to regions with high soil resistivity, and the obstacles faced. The discussion on the above issue is a major problem in the article. The article that reviewed published in language of United Kingdom from 2005 to 2017. The analysis of reviewing 20 journal produces two staples of the discussion is existing problems in the grounding system and optimal way in reduce grounding resistance. The reduction of resistance on the location of the grounding that have very high soil resistivity needs to be done, some way is offered in several articles that are discussed so that it could be a guideline the planners in designing a grounding system that is safe and appropriate for the system to be secured.
... Ω, and the calculated resistance amounted to = 14.6 Ω [11]. It was suggested in [11] and shown by 3D FEM modeling in [28,29] that the huge difference between the measured and calculated grounding resistances in this particular case was caused by reduced contact surface between the grounding electrodes and the surrounding soil (i.e., very high contact resistance component), which was not taken into consideration by the applied calculation formula in [11]. Due to the type of soil (stones, karst terrain), it was impossible to achieve good contact between electrodes and soil by compacting the soil above the electrode, which is the common practice for avoiding such very high contact resistance component. ...
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During installation of grounding system, which represents a significant part of any electrical power system, various backfill materials are used for grounding resistance reduction. The general mathematical method for determining an optimal quantity of backfill materials used for grounding resistance reduction, based on the mathematical tools, 3D FEM modeling, numerical analysis of the obtained results, and the “knee” of the curve concept, as well as on the engineering analysis based on the designer’s experience, is developed and offered in this paper. The proposed method has been tested by applying it to a square loop enveloped by a backfill material and buried in a 2-layer soil. The results obtained by the presented method showed a good correlation with the experimentally obtained data from literature. The proposed method can help the designers to avoid the saturation areas in order to maximize efficiency of backfill material usage.
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Tower foundations have been used as grounding electrodes to reduce the area of the grounding devices. However, it is difficult to calculate the grounding resistance due to the complex structure of the reinforced concrete foundation. A method for calculating grounding resistance of reinforced concrete foundations is proposed in this paper. The method equates the complex foundation structure into a cylindrical conductor and then calculates the grounding resistance with the help of the method of moments, which simplifies establishment of the simulation model and reduces the extensive computation. In addition, the applicability of the equal cross-sectional area method and the equal cross-sectional perimeter method is analyzed. It shows that both methods are applicable only when the concrete resistivity is close to the soil resistivity. The equal cross-sectional area method is applicable when the concrete resistivity is within twice the soil resistivity, while the equal cross-sectional perimeter method is applicable when the concrete resistivity is approximately same or less than the resistivity of the soil.
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Tower grounding device provides the discharging channel for currents under lightning and fault. However, the grounding wire is prone to corrosion. Existing detection methods through measuring the grounding resistance to detect fracture, but it suffers from poor accuracy when the fracture grounding wire is inconsistent with the detection position. This paper proposed a simple, rapid and effective diagnosis method based on the ground potential rise (GPR). Firstly, the non-uniform corrosion characteristics of the grounding wire in soil are analysed and the corrosion deformation regularity of the grounding wire surface is obtained. Then the fracture model of the grounding wire is developed. The GPR variation feature and mechanism of the grounding wire under faults are studied. Finally, the simulation and experimental results show that the proposed method can accurately detect the fracture status of the tower grounding wire, which can provide a solid basis for diagnosis of the tower grounding devices.
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Modifications are suggested of S. J. Schwarz's (1954) formulas for the resistance of rodbeds and for the mutual resistance of grid and rodbed component parts of the combined grounding systems which enable them to be applied for application nonuniform, two-layer soils. These expressions, together with a previously derived formula for grid resistances, provide the necessary tools for evaluating the resistance of combined grounding systems. A simple empirical formula for the practical assessment of this resistance is also given.
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The measurements of the grounding resistance of grounding loops installed in soils characterised by the structure that prevents a good contact between the grounding electrodes and the surrounding soil (e.g. karst and sandy terrains) showed that it is considerably influenced by the effective contact surface. Therefore, in such cases the grounding resistance cannot be predicted using the standard engineering methods based on the Laplace solution of the problem, where the perfect contact was assumed. The aim of this research was the estimation of the influence of imperfect contact on the loop grounding resistance and potential distribution in the soil during the earth fault. The research is performed applying the finite-element method on a real grounding loop buried in a two-layer soil. Imperfect contact is modelled by air gaps placed between the grounding loop electrodes and the surrounding soil. The analysis of the influence of size, number and position of such air gaps on the loop grounding resistance and potential distribution in the soil showed the dominant effect of the grounding loop surface covered with air gaps.
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Cited By :6, Export Date: 16 January 2015
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This paper shows the mathematical formulas involved in obtaining the earth resistance value of a gas insulated sub-station (GIS) of 275/132 kV systems. It involves resistivity measurements and then interpretation as two layers of soil [1-8]. This study compares the formulas available in previously published work and the results obtained for the field site [1-3,8], which has not been attempted before. All of these formulas are only considered for 2 layers, which may be adequate for the design of earthing systems. Some considerations of the initial design of the earthing systems are also presented in this paper. Crown Copyright
Conference Paper
One of the main purposes of grounding systems is to safely inject fault currents into the soil; such currents flow through any buried conductive objects (e.g. other earth electrodes) eventually present along their path to the source. As a result, even though grounding systems may be metallically isolated, they become coupled due to the flow of the earth-current and interferences occur. Due to this unwanted coupling, dangerous potentials may arise over the “passive” electrode, which may expose persons to the risk of electric shocks. This paper proposes a semi-analytical approach to evaluate mutual interactions among grounding systems at low-frequency, and establishes criteria to evaluate their actual independence. A significant case study of interactions between the substation grid and the safety ground bed in a mining installation are quantitatively discussed.
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Wind farm electrical system design presents some unique grounding considerations that are not always associated with other types of electrical power systems. The three major grounding design areas include the wind turbine generators, the collector cable system, and the utility interconnect substation. These design considerations include system grounding, equipment grounding and bonding, and the interface with lightning protection systems.
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Protection against electric shock in low-voltage installations by the automatic disconnection of the supply must be provided in compliance with applicable national or international standards. Such regulations take into account different earthing types for installations. To realize the protection against indirect contact, the disconnection of the supply must occur within a permissible safe time. To this purpose, the determination of the actual ground-fault loop impedance (which may, or may not, comprise the earth) is essential. This impedance, in fact, must not exceed a maximum value so that a sufficient ground-fault current can circulate and operate protective devices within the safe time. In some instances, explained in this paper, safety might be achieved, or increased, by converting one earthing system into another, by means of single-phase transformers (SPTs). This conversion can be promoted by either utilities or users. This paper seeks to clarify the circuits to be employed for the calculation of ground-fault loop impedances when the earthing type changes across SPTs. The quantitative analysis of this topic is not currently present in technical standards.