• No se han encontrado resultados

TítuloA boundary element numerical approach for substation grounding in a two layer earth structure

N/A
N/A
Protected

Academic year: 2020

Share "TítuloA boundary element numerical approach for substation grounding in a two layer earth structure"

Copied!
7
0
0

Texto completo

(1)

Preprint of the paper

"A Boundary Element Numerical Approach for Substation Grounding in a Two

Layer Earth Structure"

I. Colominas, J. Aneiros, F. Navarrina, M. Casteleiro (1997)

En "Advances in Computational Engineering Science", Sección: "Recent Developments in

Boundary Element Method", pp. 756--761; S.N. Atluri, G. Yagawa (Editors); Tech Science

Press, Atlanta, USA (ISBN: 0-96570001-0-0)

(2)

SUBSTATION GROUNDING IN A TWO LAYER EARTH STRUCTURE 3

IgnasiColominas, JuanAneiros, FermnNavarrinaand Manuel Casteleiro

Departamento deMeto dos Matematicos, Universidadde La Coru ~na

E.T.S. de Ingenierosde Caminos, Canales y Puertos

Campus deElvi ~na, 15192| La Coru ~na, SPAIN

SUMMARY

Analysisanddesignofsubstationgroundingrequirescomputingthedistributionofp otential

onthe earthsurface (for reasonsof human security) and the equivalent resistance of the earthing

system(for reasonsof equipmentprotection) when fault conditions o ccur (Sverak et al.,1981).

A newBoundaryElementapproachforthenumericalcomputationof substationgrounding

systems in nonuniform soils is presented in this pap er. The formulation is sp ecially derived for

two-layer soil mo dels, which are widely considered as adecquate for most practical cases. The

feasibility of this BEM approachis demonstrated by solving a real application problem, in which

accurateresults for the equivalent resistance and the p otential distributionon the ground surface

areobtained with acceptable computingrequirements.

INTRODUCTION

Severalmetho dsforgroundingdesignandcomputationhaveb eenprop osedinthelastthree

decades. Mostof themare foundedon semiempiricalworks or onthe basisof intuitive ideas,such

as sup erp osition of punctual current sources and error averaging (Hepp e,1979). Although these

techniques represented a signicant improvement in the area of earthing analysis, a numb er of

problemshaveb eenrep orted: applicabilitylimitedto very simplegroundingarrangementsof

elec-tro des in uniform soils, large computational requirements, unrealistic results when discretization

of conductors is increased, and uncertainty in the margin of error (Garrett and Pruitt,1985). In

the last years a Boundary Element formulation develop ed by the authors has allowed to identify

this family of primitive metho ds as the result of intro ducing suitable assumptions in the BEM

approach inorder toreduce computational cost forsp ecicchoices of the test and trial functions.

Furthermore, the anomalous asymptotic b ehaviour of this kind of metho ds could b e

mathemati-callyexplained,and sourcesof errorhaveb een p ointed out(Colominas,1995). On the otherhand,

thisBEM formulationhasb een succesfullyapplied(witha veryreasonable computationalcost) to

theanalysis of large groundingsystemsin electrical substations(Colominas et al.,1996).

The physical phenomena of fault currents dissipation into the earth can b e describ ed by

means of Maxwell's Electromagnetic Theory (Durand,1966). Constraining the analysis to the

obtention of the electrokinetic steady-state resp onse and neglecting the inner resistivity of the

earthingconductors, the 3D problemcan b e writtenas

div

=0;

=0

gradV in E;

t

nnnnnnnnnn n n n n E

=0 in 0

E

; V =V

0

in 0; V 0!0; if jxxxxxxxxxx

x x x

xj!1; (1)

where E is the earth, its conductivity tensor, 0

E

the earth surface,nnnnnnnnnnnnnn

E

its normal exterior unit

eld and 0 the electro de surface (Navarrina et al.,1992; Colominas,1995). The solution to this

3

Work partially supp orted by Power Companies \UNI

(3)

problemgivesthep otentialV andthecurrentdensityatanarbitraryp ointxxxxxxxxxxxwhentheelectro de

attainsa voltage V

0

(Ground Potential Rise or GPR) relative toa distant groundingp oint. Since

V and

are prop ortional to the GPR value, the normalized b oundary condition V

0

= 1 is not

restrictiveat all, and will b e used from here on.

Inmostofthemetho dsprop oseduptothismomentitisassumedthatforpracticalpurp oses

soil can b e considered homogeneous and isotropic. Thus, conductivity tensor is substituted by

a meassured apparent scalar conductivity (Sverak et al.,1981). In general, it is supp osed that

thisassumptiondo esnot intro ducesignicanterrorsif the soil is essentially uniform(horizontally

and vertically) up to a distance of approximately 3 to 5 times the diagonal dimension of the

grid, measured from its edge (ANSI/IEEE,1986). However, parameters that are involved in the

groundingdesign can change signicantly as soil conductivity varies through the substation site.

Therefore,it seems reasonable to seek for more accurate mo delsthat couldtake into account the

variation of soil conductivity in the surroundingsof theearthing system.

It must b e obviousat thisp oint thatmo delsdescribingall variations ofsoil conductivity in

thesurroundingsofasubstationwouldb e unaordable,fromb othtechnicalandeconomicalp oints

ofview. A morepractical(andstillquite realistic)approachtosituationswhereconductivityisnot

markedly uniform with depth consists of consideringthe earth stratied in a numb erof

horizon-tal layers, which appropriate thickness and apparent scalar conductivity must b e exp erimentally

obtained. In fact, it is widely accepted that two layer earth mo dels should b e sucient to obtain

go o ddesignsof earthingsystems in most practical cases (Sverak et al.,1981).

When the groundingelectro de is buried in the upp er layer, the mathematical problem (1)

canb e reduced tothe Neumann ExteriorProblem:

1V 1

=0 in E

1

; 1V

2

=0 in E

2 ;

dV 1 dn

=0 in 0

E

; V

1

=V

2

in 0

L ;

1

dV 1 dn

=

2 dV

2 dn

in 0

L

; V

1

=V

0

in 0; V

1

0!0 and V

2

0!0 if jxxxxxxxjxxxxxxx !1;

(2)

where E

1

and E

2

are the upp er and lower layers of the earth, 0

L

is the interface b etween them,

1

and

2

are the resp ective apparentscalar conductivities of b oth layers, and V

1

and V

2

are the

resp ective expressions of the p otential in each one of them (Tagg,1964; Aneiros,1996). Further

development in this pap er is restricted to the ab ove case. Of course, analogous results can b e

easilyobtained if the groundingsystemis buried in the lower layer of theearth (Aneiros,1996).

VARIATIONAL STATEMENT OF THE PROBLEM

In most of real electrical installations, the particular geometry of the grounding electro de

|a grid of interconnected bare cylindrical conductors, horizontally buried and supplemented by

a numb er of vertical ro ds, which ratio diameter/lenght uses to b e relatively small ( 10

03 )|

precludesthe obtention of analytical solutions. On the other hand,the use of standard numerical

techniques (such as Finite Dierences or Finite Elements) requires the discretization of domains

E 1

and E

2

, and the obtention of suciently accurate results would imply an extremely high (out

of range) computational eort. At this p oint, we remark that computation of p otential is only

required on 0

E

, and the equivalent resistance can b e easily obtained in terms of the leakage

current density =

t

n n n n n

nn

n n n n n n n

on the grounding electro de surface 0, b eing nnnnnnnnnn

n n n n

the normal exterior unit

eld to 0 (Colominas,1995). Therefore, we turn our attention to a Boundary Integral approach,

which will only require thediscretization of 0, andwill reduce the 3D problemto a 2D one.

If one further assumes that the earth surface 0

E

and the interface b etween the two soil

(4)

Theoryto (2) allowto express the p otential V 1

(xxxxxxxxxxx 1

) and V

2 (xxxxxxxxxxx

2

), at arbitrary p oints xxxxxxxxxxx

1 in E 1 and x x x x x xx x x x x x x x 2 in E 2

, in terms of the unknownleakage currentdensity (

), at any p oint

[ x ; y ; z

] on 0,

inthe integral form:

V 1

(xxxxxxxxxx x x x x 1 )= 1 4 1 ZZ 20 k 11

(xxxxxxxxxx

xx x x 1 ; )(

)d0; 8xxxxxxxxxx

x x x x 1 2E 1 ; V 2 (xxxxxxxxxx

x x x x 2 )= 1 4 1 ZZ 20 k 12

(xxxxxxxxxx

xx x x 2 ; )(

)d0; 8xxxxxxxxxx

x x x x 2 2E 2 ; (3)

b eing the weakly singularkernels

k 11

(xxxxxxxxxx x x x x 1 ; )= 1

r (xxxxxxxxxx x x x x 1 ;[ x ; y ; z ]) + 1

r (xxxxxxxxxx

xx x x 1 ;[ x ; y ;0 z ]) + 1 X i=1 h i

r (xxxxxxxxxx x x x x 1 ;[ x ; y

;2iH+

z ])

+

i

r (xxxxxxxxxx x x x x 1 ;[ x ; y

;2iH0

z ])

+

i

r (xxxxxxx x x x xx x x 1 ;[ x ; y

;02iH+

z ])

+

i

r (xxxxxxx x x x xx x x 1 ;[ x ; y

;02iH0

z ]) i ; k 12

(xxxxxxxxxxxxxx 2

;)=

1+

r (xxxxxxxxxxxxxx 2 ;[ x ; y ; z ]) + 1+

r (xxxxxxxxxxxxxx 2 ;[ x ; y ;0 z ]) + 1 X i=1 h

(1+)

i

r (xxxxxxxxxxxxxx 2

;[

x

;

y

;2iH+

z ])

+

(1+)

i

r (xxxxxxxxxxxxxx 2

;[

x

;

y

;2iH0

z ])

i

(4)

wherer (xxxxxxxxxx

xx

x

x;

)indicatesthedistanceb etweenp ointsxxxxxxxxxx

x x x x and

,H istheheigthofthe upp ersoillayer

andisarelationb etweentheconductivitiesofb othlayers: =(

1 0 2 )=( 1 + 2 )(Aneiros,1996).

Since the expression for p otential V

1 (xxxxxxxxxx

xx

x x 1

) in (3) holds on the earthing electro de surface 0,

theb oundary condition V

1

() =1; 820 leads to a Fredholm integralequation of the rst kind

on 0 with quasi-singular kernel k

11 ( ;

) , which solution is the unknownleakage current density

(Colominas,1995). Moreover, for all memb ers w () of a suitable class of test functions dened

on0, this problemcan b e writtenin the weaker variational form:

ZZ 20

w ()

1 4 1 ZZ 20 k 11

(; ) () d001

!

d0 = 0: (5)

Obviously,aBoundaryElementformulationseemstob etherightchoicetosolvevariational

statement(5). Thus,forgivensetsof 2Db oundaryelementsandtrial functionsdenedon0, b oth

the leakage current density and the grounding electro de surface can b e discretized

(Colomi-nas,1995). Now, for a given set of test functions dened on 0, variational form (5) is reduced to

asystem of linear equations,which co ecientsmatrix is full. However, since computationof each

termrequires an extremelyhigh number of evaluations of the kernel k

11 ( ;

) and double

integra-tionona2Ddomain(Aneiros,1996),it isnecessarytointro ducesome additionalsimplicationsin

theBEM approachto decrease the computationalcost (Colominas et al.,1996).

APPROXIMATED 1D BOUNDARY ELEMENT FORMULATION

Considering the real geometry of grounding systems in most of electrical substations, one

canassumethatthe leakage currentdensity isconstantaround thecrosssection of the cylindrical

electro de (Navarrina et al.,1992). This hyp othesis of circumferentialuniformity is widely used in

mostof the practicalmetho ds relatedin theliterature (ANSI/IEEE,1986).

Thus, let L b e the whole set of axial lines of the buried conductors,

b the orthogonal

projection over the bar axis of a given generic p oint 20, (

b

) the electro de diameter, and (b

(5)

Intheseterms,andb eing k 11

(xxxx;xxxxxxxxxx ) andk

12

(xxxx;xxxxxxxxxx ) theaverageof kernels(4)aroundthecrosssection

at b

, we canwrite expressions (3)as

b V 1

(xxxxxxxxxxxxxx 1 )= 1 4 1 Z b 2L k 11 (xxxxxxxxxxxxxx;

b

)b (

b

) dL;8xxxxxxxxxxxxxx

1 2E 1 ; b V 2

(xxxxxxxxxxxxxx 2 )= 1 4 1 Z b 2L k 12 (xxxxxxxxxxx;xxx

b

)b (

b

) dL;8xxxxxxxxxxxxxx

2

2E

2

: (6)

Now, since the leakage current is not really uniform around the cross section, variational

state-ment (5) will not hold anymore. However, if we restrict the class of trial functions to those with

circumferentialuniformity,(5) results in

1 4 1 Z b 2L (b ) b w (b ) " Z b 2L ( b ) k 11 (b ; b

)b(

b )dL # dL= Z b 2L (b ) b w (b

)dL; (7)

which must hold for all memb ers w (bb

) of a suitable class of test functions dened on L, b eing

k 11 (b ; b

) the average of kernel k

11 (b ; b

) in (4) around the cross sections at b

and b (Colomi-nas,1995).

Now, for given sets of 1D b oundary elements and trial functions dened on L, the whole

set of axial lines of the buried conductors L and the unknown leakage current density b can b e

discretized. Then, for a given set of test functions dened on L, variational form (7) is reduced

to a system of linear equations (Colominas et al.,1996; Aneiros,1996). The matrix of co ecients

of this approximated 1D problem is still full. However, on a regular basis we can say that the

computational cost has b een drastically reduced, since the actual discretization (1D) for a given

problem will b e much simpler than b efore (2D). Furthermore, suitable unexp ensive

approxima-tions(Colominas,1995) canb e intro duced toevaluatethe averagedkernels

k

11

(bx ;

b ), k 12

(bx ;

b ) and k 11 (b ; b

). Nevertheless,computationof remainingintegralsisnot obvious,andthecost of

numeri-calintegrationis stilloutof rangedue totheill-conditioning ofintegrands. Suitablearrangements

inthenal expressionsof thematrixco ecients allowto usehighlyecientanalytical integration

techniques that have b een derived by the authors in cases of earthing systems in uniform soils

(Colominaset al.,1996), in order toreduce the computational cost.

This BEM approach has b een implemented in the CAD system for grounding grids of

electrical installations develop ed by the authors in recent years (Casteleiro et al.,1994). It is

imp ortanttonoticethatthetotalcomputingeortrequiredinsomecasesisvery high,particularly

inthoseinwhichconductivitiesofsoillayersareverydierent(jj1). Thefactisthattherateof

convergenceof averagedkernels

k 11 (1;1), k 12

(1;1)and

k

11

(1;1)isverylowwhenjj1,whichmakes

necessaryto computean extremelylarge numb erof terms in order to obtainaccurate results.

APPLICATION TO A REAL CASE

This formulation has b een applied to a real case: the E.R.Barbera substation grounding

(closetothecity of BarcelonainSpain). Thecharacteristicsandnumericalmo delaresummarized

inTable 1. The plan is presented in gure 1. Results(such as the equivalent resistance, the fault

current and p otential proles along dierent lines) obtained with this BEM approach by using a

two layer soil mo del are compared with those obtained by using an uniform soil mo del (gure 1

and table 2). It can b e shown that results are noticeably dierent, and the design parameters of

theearthing systemcomputed fromthem may signicantly vary. Therefore,it will b e essential to

analyze grounding systems with this new BEM technique, in cases in which the conductivity of

(6)

Upp er LayerResistivity : 200 m |

LowerLayerResistivity : 60m |

Height ofUpp er Layer: 1.2 m Earth Resistivity : 60 m

Fault Current : 25.88kV FaultCurrent : 31.85kV

Equivalent Resistance : 0.386 Equivalent Resistance: 0.314

CPU Time(VAX 4300): 835.5min. CPU Time (VAX 4300): 7.5min.

Table2.|E.R.Barb eraSubstation: Characteristics andResultsbyusingdierentsoilmo dels

CONCLUSIONS

ABoundaryElementformulationfortheanalysisofsubstationgroundingsystemsemb edded

in layered soils has b een derived. This approach has b een applied to the practical case of an

earthing system in an equivalent two layer soil. Some reasonable assumptions allow to reduce a

general2D BEM approachto an approximated1D version, accordingto sp eciccharacteristicsof

these installations in practice. By means of the scheme of analytical integration techniques that

hasb een recently derivedby theauthorsforthecase of groundingsystemsinuniformsoils,highly

accurateresultscanb e obtainedinreal problems. At present,thestudyof larger installationsstill

requires an imp ortant computing eort due to the large numb er of terms of integral kernels that

it is necessary to evaluate in order to obtain accurate results. However, the application of new

techniquesthatare b eing derivedby theauthors,will allowtoaccelerate theirrateof convergence

andreduce the actual computationalcost.

REFERENCES

Aneiros J.M. (1996): Una Formulacion Numerica para Calculo y Dise ~no de Tomas de Tierra de

Sub estacionesElectricascon Mo delos deTerreno deDos Capas. ResearchRep ort. E.T.S.I.C.C.P.

ANSI/IEEE Std.80(1986): Guide for Safety in AC Substation Grounding. IEEEInc., New York

CasteleiroM. et al. (1994): Memoriay Manual de Usuariodel Sistema TOTBEM paraCalculo y

Dise ~no Asistido p orOrdenadordeTomas de Tierra de InstalacionesElectricas. E.T.S.I.C.C.P.

Colominas I. (1995): Calculo y Dise ~no p or Ordenador de Tomas de Tierra en Instalaciones El

ec-tricas: Una FormulacionNumericabasada en el MEC. Ph.D.Thesis. E.T.S.I.C.C.P.

ColominasI.,NavarrinaF.and Casteleiro M.(1996): \A Boundary ElementNumericalApproach

forEarthing Grid Computation",Submitted to the Int. J. Num. Meth. Engng.

DurandE. (1966):

Electrostatique. Masson Ed., Paris

GarretD.L. and Pruitt J.G. (1985): \ProblemsEncounteredwith the APM of Analyzing

Substa-tionGroundingSystems",IEEE Trans. P.A.S.,Vol. 104, No. 12, 4006{4023

Hepp eR.J.(1979): \Computationofp otentialatsurfaceab oveanenergizedgridorotherelectro de,

allowing fornon-uniformcurrent distribution",IEEE Trans. P.A.S.,Vol. 98, No. 12, 1978{1988

NavarrinaF.,ColominasI.andCasteleiroM.(1992): \AnalyticalIntegrationTechniquesfor

Earth-ingGridComputationbyBEM",Int. Co. Num. Meth. Engng. Ap. Sci.,CIMNEPub.,1197{1206

SundeE.D. (1968): Earth conductioneects in transmissionsystems. McMillanEd., New York

SverakJ.G.etal.(1981): \SafeSubstationsGrounding",IEEETrans. P.A.S.,Vol. 100,4281{4290

(7)

Numb erof Electro des: 408 Typ eof Elements: Linear

Electro de Diameter: 12.85mm Numb erof Elements: 408

Installation Depth: 0.8 m Degrees of Freedom: 238

Max. GridDimensions: 145 m290m

GroundPotential Rise: 10kV

Table 1.|E.R.Barb eraSubstation: CharacteristicsandNumericalMo del

1 Unit = 10 m

0.

25.

50.

75.

100.

125.

Distance (m)

0.0

2.0

4.0

6.0

8.0

10.0

Potential (kV)

0.

25.

50.

75.

100.

125.

150.

175.

Distance (m)

0.0

2.0

4.0

6.0

8.0

10.0

Potential (kV)

Fig.1.|E.R.Barb eraSubstation: PlanoftheGroundingGridandPotentialprolesalongtwodierentlines(results

obtainedbyusing anuniformsoilmo delareindicatedwithdiscontinuousline,andthoseobtainedbyusing

Figure

Table 2.|E. R. Barb er a Substation: Characteristics and Results by using dierent soil mo dels
Fig. 1.|E. R. Barb er a Substation: Plan of the Grounding Grid and Potential proles along two dierent lines (results obtained by using an uniform soil mo del are indicated with discontinuous line, and those obtained by using a two layer mo del are given

Referencias

Documento similar

Investigación da morte violenta Causa, mecanismo e circunstancias da morte Lesións contusas.. Lesións por arma branca Lesións por arma de fogo Asfixias mecánicas

Numerical computing approach for solving Hunter-Saxton equation arising in liquid crystal model through sinc collocation method.. Iftikhar Ahmad a , Hira Ilyas a , Kadir Kutlu c ,

In order to perform the second layer validation, the social network system has to compare the test pattern with the reference pattern in each session, before the user is allowed

I core of tenths of Earth masses, heavy element fraction 0.52.. I see talk

The proposed approach defines a method for providing structure to user profiles in CF. The extended model is applied to two particular tasks: a) user profile expansion, which

In this paper we analyze a finite element method applied to a continuous downscaling data assimilation algorithm for the numerical approximation of the two and three dimensional

However, the KAOS proposal does not provide a specific process for dealing with safety goals in the context of safety requirement specifications, nor does it consider factors such

Now the numerical solution is possible today if suitable models are used to solve the equations and simulate the turbulence eect and boundary layer.... 8.5.- Parabolic models of