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Electrical Power Systems

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388 <strong>Electrical</strong> <strong>Power</strong> <strong>Systems</strong><br />

where<br />

Le = Lavg + 2<br />

3 (Lmax – Lavg ) ...(15.68)<br />

L avg = average span in line<br />

= 1<br />

n<br />

n<br />

Li i= 1<br />

å ...(15.69)<br />

L max = maximum span in line<br />

= max[L 1, L 2, L 3, ..., L n] ...(15.70)<br />

The tension of line T can be calculated using this equivalent span length and expression for<br />

sag is detined as<br />

15.6 EECT O ICE<br />

e 2<br />

d = wL<br />

8T<br />

...(15.71)<br />

The sag is determined for the span design at which the transmission line is constructed so that<br />

accumulations of snow or ice and excessive temperature changes will not stress the conductor<br />

beyond its elastic limit, may cause permanent stretch or fatigue failures from continued<br />

vibrations. In mountaneons areas, the thickness of the ice formed on the conductor is very<br />

significant. Accumulations of ice on the line conductor has the following effects on the line<br />

design:<br />

1. Increase the dead weight per meter of the line<br />

2. Increase the projected surface of the line subject to wind pressure.<br />

More likely configuration of a conductor with ice coating is shown in ig. 15.7. However, for<br />

the sake of simplicity, it can be assumed that ice coating is uniform over the surface of the<br />

conductor, as shown in ig. 15.8.<br />

ig. 15.7: More likely configuration of cross-sectional area of ice covered conductor.

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