CALCULATIONS IN SUPPORT OF FAULT LEVEL OF 65 kA FOR ONE SECOND
4000 A TP ALUMINIUM BUS DUCT DRAWING NO.G 7643 R0
(1)
i)
Rating
4000 Amps
ii)
Bus Bars Per Phase
3 x 200 mm x 12 mm
iii)
Fault Level
65 kA for 1 Second
iv)
Enclosure
In a ventilated room
v)
Ambient Temperature
50OC
vi)
Working Temperature
85OC
vii)
Rating Chart
INDAL Electrical Grade Aluminium
THERMAL RATING a)
Rating as per Table 2 (INDAL) For 3 x 200 mm x 12 mm Aluminium Bus Bars
b)
Derating Factor
c)
5300 Amps
•
Temperature Rise of 35OC over an ambient of 50OC.
0.817
•
Magnetic Enclosure
0.850
•
Proximity Factor
1.000
•
Enclosure Factor
0.920
•
Paint / Sleeving Factor
1.250
•
Combined Derating Factor
0.817 x 0.850 x 1.000 x 0.920 x 1.250 0.799 Say 0.80
Actual Current Rating of above Bus Bars
Conclusion
0.80 x 5300 4240 Amps
Safe as the rating works out to be 4240 Amps as against 4000 Amps required.
….Contd..2
(2)
(2)
SHORT TIME RATING I
Short Circuit Current
=
65 kA
T
Short Circuit Time
=
1 Second
Q1
Initial Temperature
=
85 C
Q2 =
Final Temperature
=
200OC
A
Cross Sectional Area in Sq. inch
=
A =
Ix
O
t
14 x 10
4
Q2 + 258 log 10 Q1 + 258
X)
O
Cross sectional Area in case of initial temperature of 85 C and final temperature of 200OC.
=
3
65 x 10 x 14 x 10
1
4
458 log 10 343 = =
1.309 Sq. inch 845 Sq.mm
Conclusion
(3)
Area considered is 7200 Sq.mm – Hence SAFE
MECHANICAL STRESS & INSULATOR SPAN
FM
Mechanical Force Developed at the time of Short Circuit.
I
Short Circuit Current.
K
Space Factor For Rectangular Bus Bar.
S
Spacing between the Phases = 190 mm.
FM
=
16 x I
2
x 10
-4
xK N/M
S ….Contd..3
(3)
The value of K as calculated from the graph given in J&P Hand Book page 212 by taking the ratio (S-a) / (a+b) on comparing it with a/b will be 0.50.
Hence FM =
6
16 x 65 x 70 x 10 x 10
-4
x 0.50
190 = =
19158 N/M 1954.88 Kg Per Meter
Force Developed at a span of 350 mm
= =
1954.88 x 0.350 684.20 Kg.
Since there are two supports – one at on top and one at bottom, force per support will be 342.10 Kg.
(4)
a)
Powermat supports (SMC) type 312-K having capacity to withstand force of 2000 kg will be provided meaning thereby that there will be a safety factor of 5.85 times.
b)
Distance : The support to support distance of max 350 mm will be maintained.
c)
Above calculations / recommendations are OK for a phase to phase gap of 130 mm.
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