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Repor
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ChrDes
Dat
rt Number: G12
EISMIC QTO
ris Kulig sign Engine
te: 7/9/2012
2-03-02
QUALIFIO MODE
eer
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CATIONRATE P
OF IEE
Dennis Principa
Date: 7/
N OF EVPERFOREE 693-2
Lenk al Engineer
/9/2012
P SURGRMANCE2005
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GE ARREE LEVEL
bert MolnarAD Corpora
ate: 7/9/201
uly 2012
ESTERSL
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test performster, describe2005 Test Stations”, Mo requiremen
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rt Number: G12
RODUCTION
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E 693-2005 apment by groical structureoses, with thyzed or testeness of the fg used; and tept of “qualif
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TIC LOAD Amic tests in aber EVP0115ty of 31.8 in (6.8 kg) wa
mounted to arrester was Full details
ained in sect1 (Annex of
MIC TESTINmic tests in aber EVP0115erminal masorm.
shake table ng Laboratosurements aults of post-s
arrester wastwice the m
actual test sps IV-2 throuvaluation re
2-03-02
ndard to whicy of its arresseries arres
ERFORMAN
allows seismoup.” This pee (such as she most seised. Key parafiberglass filathe overall mfying by grou
AND SNAPBAaccordance 500-3001. T(808 mm) frs added to sa 4’ x 4’ x 2”applied and and results
tions 3.2, 4.5this report).
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ss and steel
portion of thory in Jeffersre given in teismic elect
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ch Hubbell Psters is IEEEsters up to a CE LEVEL”
mic qualificatiermits produurge arrestemically vulne
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ACK TESTINwith IEEE 6
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eport EL: 10of IEEE 693
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certain sizeas demonst
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NG 93 have beehad a mass e (includes wline termina A horizonta
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able test withnse spectrumtal and vertic111. Post-se
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n the concepnt voltage rambined into
e of equipmeismic capabupport structity of the arrf one shake t
en performe of 82.1 lb (3weight of graal per the staal load of ½ oped and rele
atic Load andd Clark Test
en performessembly of th turn, mount
n March 12-the seismic
rt, number Ed in Table 1
h a responsem of Figure Acal accelerateismic reson
Ju
Brass qualifiequalifies thaand mass) m
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pt of “qualifyatings, but of groups for q
ent of each gility are: diamture; the typrester. We utable test to
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d on arrestehe arrester, ted to the sh
13, 2012 at test set up a
EL: 10111, Abelow.
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es the t standard meet the test on a tes
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Annex.
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QUAIEEEa “grovulnehavinfibergequaof the693-2arres SUMThe aSysteperfocentearresseism
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e qualified torrester testedage, and thauction tests aence voltagerical tests pealues remain
Tesrence Voltags loss (W) atal Discharge
e qualified torrester also
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Annexed EL:
LIFICATIONE 693-2005 poup” are conerable membng an MCOVglass filamenl to or lower
e 115 kV arr2005, they cster is the mo
MARY above resultems - Ohio Bormance leveer of gravity ster model EVmic performa
MaCe
2-03-02
o the moderad to the 0.5g
at it remains after the shae, partial discerformed befned within fa
Tst Measuremge (kV pk) att 1.2 x MCOe (pC) at 1.0
o the moderapass the Co
al of the arreasured from embled to dedetail of this10111 repo
N BY PRODUprovides for “nsidered to bber of the groV of 115 kV ant wound intin height an
ester. For scan be considost seismica
ts provides inBrass EVP ael of IEEE 69of those arreVP011500-3
ance level of
ass ≤ 82.1 lbenter of Grav
ate seismic pg ZPA level sfunctional, a
ake-table tescharge and fore and afte
actory accept
Table 1: Elecment
t 9.5 mA V 5 x MCOV
ate seismic pomposite Poester while th
the seismicemonstrate ts testing, aloort.
UCT GROUP“qualificationbe qualified toup. All Huband less, shaernal suppo
nd the overaseismic analydered to all
ally vulnerab
nformation narresters of 193-2005, proesters do no3001. That f IEEE 693-2
b (37.2 kg) vity ≤ 31.8 in
performancesurvives the as demonstrst. These tewatts loss. Ter all the metance limits.
ctrical TestinFa14
1
performancelymer Shed he arrester wc shake tablethere was noong with pict
PING OF OTn by productto the same
bbell Power Sare the samrt structure,ll mass and ysis purposebe part of a le member o
necessary to115 kV MCOovided that tot exceed theis, EVP arre
2005 if
n (808 mm)
e level, IEEE shake-table
rated by succests consist oTable 1 showechanical tes
g Results actory Limits46.6 – 153.9114.6 Max
10 Max
e level, IEEESeal Test. F
was placed ue test using ao dye penetrtures are con
THER ARRESt grouping”, wlevel as the
Systems - Oe diameter athe same tycenter of gr
es, accordin“group”, sin
of this group
o qualify all sOV or lower,the mass, toe correspondesters are qu
from base
Ju
E 693-2005 re test with nocessfully paof measuremws the resulsting mention
s Before 147.2
90.455.8
E 693-2005 rFushin dye wunder maxima static loadration past antained in se
STERS whereby all
e most seismOhio Brass Eand thicknesype of end fitravity are lowg to provisioce the 115 k
p.
standard Huto the modetal height anding charactualified to th
uly 2012
requires thao structural ssing routine
ment of ts of ned above.
e After2 147.75 84.41
8.35
requires thawas applied mum d. The seal any sealing ection 4.7 of
members ofmically EVP arresterss of the ttings, are wer than thaons in IEEE kV size
bbell Powererate nd height of teristics of e moderate
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