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The mechanical effects of short-circuit currents in - Montefiore

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(3.5)<br />

⎧3<br />

r s<strong>in</strong> δ<br />

ϕ = ⎨<br />

⎩3<br />

r s<strong>in</strong> δ<br />

( max + cos δmax<br />

−1<br />

)<br />

( + cos δ −1<br />

)<br />

k<br />

k<br />

for<br />

for<br />

δ<br />

δ<br />

k<br />

k<br />

≥ δ<br />

< δ<br />

max<br />

max<br />

In Figure 3.35 b), the dropper is stretched and blocks the<br />

movement <strong>of</strong> the ma<strong>in</strong> conductor, the span is sw<strong>in</strong>g<strong>in</strong>g<br />

nearly horizontal and no drop force occurs; the maxima<br />

<strong>in</strong> the time history <strong>of</strong> the forces follow<strong>in</strong>g the first<br />

maxima are less or equal.<br />

Due to the <strong>in</strong>crease <strong>in</strong> dropper length the actual<br />

maximum sw<strong>in</strong>g-out angle also <strong>in</strong>creases and several<br />

fall down follow, Figure 3.35 c); the second one is<br />

decisive, because the speed is nearly zero at the lowest<br />

po<strong>in</strong>t and <strong>in</strong> the ma<strong>in</strong> conductor the <strong>mechanical</strong> energy<br />

is converted to elastical energy. From tests follow that a<br />

fall <strong>of</strong> span can be expected for δmax ≥ 60º. In an<br />

arrangement without dropper, a fall <strong>of</strong> span can only<br />

occur if the span has enough energy that the maximum<br />

sw<strong>in</strong>g-out angle δm is greater than 70º, as shown <strong>in</strong><br />

Figure 4.2 <strong>of</strong> [Ref 1]. This leads to the assumption that<br />

the drop force Ff shall be calculated if the follow<strong>in</strong>g<br />

condition is fulfilled :<br />

(3.6) δmax ≥ 60º and δm ≥ 70°<br />

where δk is to be calculated without dropper with<br />

equation [(*29)] and δmax with equation (3.3).<br />

At the end <strong>of</strong> the <strong>short</strong>-<strong>circuit</strong> current flow, the<br />

electromagnetic energy is converted to potential, k<strong>in</strong>etic<br />

and elastic energy <strong>of</strong> the sw<strong>in</strong>g<strong>in</strong>g system. When the<br />

dropper is stretched, a part <strong>of</strong> the <strong>mechanical</strong> energy <strong>of</strong><br />

the ma<strong>in</strong> conductor is converted to elastic energy <strong>of</strong> the<br />

dropper and back due to the energy conservation law,<br />

the energy <strong>in</strong> the system is always constant. Dur<strong>in</strong>g and<br />

at the end <strong>of</strong> the fall, the dropper is not stretched and the<br />

<strong>mechanical</strong> energy <strong>in</strong> the highest po<strong>in</strong>t <strong>of</strong> the ma<strong>in</strong><br />

conductor movement is converted to elastic energy<br />

dur<strong>in</strong>g the fall down which gives the drop force Ff. <strong>The</strong><br />

effect is the same as described <strong>in</strong> Section 4.2 <strong>of</strong> [Ref 1]<br />

for the span hav<strong>in</strong>g no droppers. This shows, that the<br />

drop force Ff <strong>of</strong> a span with dropper can be calculated <strong>in</strong><br />

the same way as for a span without dropper accord<strong>in</strong>g to<br />

equation [(*35)].<br />

<strong>The</strong> maximum horizontal displacement bh <strong>of</strong> the span<br />

depends also on the actual maximum sw<strong>in</strong>g-out angle<br />

on δmax. If δmax ≥ δm the dropper length has no <strong>in</strong>fluence<br />

and bh has the same value as for a span without dropper,<br />

also <strong>in</strong> the case δmax < δm when δm ≥ δ1. For δmax < δm,<br />

δ1 the horizontal displacement is limited by the dropper.<br />

<strong>The</strong>refore the maximum horizontal displacement bh can<br />

be determ<strong>in</strong>ed with the two cases:<br />

– δmax ≥ δm:<br />

the horizontal displacement is obta<strong>in</strong>ed as for a span<br />

without dropper accord<strong>in</strong>g to equation [(*41)]<br />

⎧CFC<br />

Dbc<br />

s<strong>in</strong> δ1<br />

for δm<br />

≥ δ1<br />

(3.7) b h = ⎨<br />

⎩CFC<br />

Dbc<br />

s<strong>in</strong> δm<br />

for δm<br />

< δ1<br />

– δmax < δm:<br />

50<br />

the horizontal displacement becomes:<br />

⎧CFC<br />

Dbc<br />

s<strong>in</strong> δ1<br />

(3.8) b h = ⎨<br />

⎩CFC<br />

Dbc<br />

s<strong>in</strong> δmax<br />

for<br />

for<br />

δ<br />

δ<br />

max ≥<br />

max <<br />

where CF, CD, δ1 and δm are to be calculated for the span<br />

without dropper accord<strong>in</strong>g to equations [(*21)], [(*31)],<br />

[(*38)] and [(*39)] and δmax with equation (3.3).<br />

If the <strong>short</strong>-<strong>circuit</strong> current flows through the complete<br />

length <strong>of</strong> the ma<strong>in</strong> conductor, the electromagnetic force<br />

per unit length is calculated with equation [(*19)] <strong>in</strong> the<br />

case <strong>of</strong> a three-phase system:<br />

( I ′′ )<br />

(3.9)<br />

µ<br />

F ′ 0<br />

= 0,<br />

75<br />

2π<br />

k3<br />

a<br />

lc<br />

l<br />

On the other side, if the current flows through half the<br />

span and then through the dropper it is assumed, that the<br />

span without dropper acts the equivalent<br />

electromagnetic force:<br />

( I ′<br />

)<br />

(3.10)<br />

µ<br />

F ′ 0<br />

= 0,<br />

75<br />

2π<br />

k3<br />

a<br />

lc<br />

2 + ld<br />

l<br />

2<br />

where lc is the ma<strong>in</strong> conductor length, ld the dropper<br />

length and l the span length. In s<strong>in</strong>gle-phase systems,<br />

0, 75 I ′ is to be replaced by ( ) 2<br />

I ′′ .<br />

( ) 2<br />

k3<br />

This extension <strong>of</strong> the simplified method stated <strong>in</strong> IEC<br />

60865-1 is compared with many tests. <strong>The</strong> best<br />

agreement could be achieved under the assumption that<br />

the mass <strong>of</strong> the droppers is disregarded for the <strong>short</strong><strong>circuit</strong><br />

stress. That means the calculation is to be done<br />

without droppers. <strong>The</strong> results are given <strong>in</strong> the annex 8.3<br />

and show sufficient accuracy <strong>of</strong> the method.<br />

For the calculation <strong>of</strong> the static tensile force Fst and the<br />

static sag, the mass <strong>of</strong> the dropper cannot be<br />

disregarded. Because the dropper has a bend<strong>in</strong>g<br />

stiffness, one part <strong>of</strong> its gravitational force acts on the<br />

lower po<strong>in</strong>t and the other part <strong>in</strong>clud<strong>in</strong>g the clamp on<br />

the ma<strong>in</strong> conductor. <strong>The</strong>refore it is recommended to add<br />

an additional mass <strong>in</strong> the span equal to the clamp mass<br />

plus half the mass <strong>of</strong> the dropper.<br />

b) Forces apparatus and <strong>in</strong>sulators<br />

Forces on apparatus and <strong>in</strong>sulators are caused by the<br />

electromagnetic forces between the droppers (cases 1, 3,<br />

5 <strong>in</strong> Figure 3.20) and the p<strong>in</strong>ch effect between the subconductors<br />

<strong>in</strong> the dropper (cases 2, 4, 6), and <strong>in</strong> addition<br />

the stretch due to the movement <strong>of</strong> the busbar (cases 5,<br />

6). First, the droppers with fixed upper ends are<br />

analysed which give the forces <strong>in</strong> cases 1. <strong>The</strong> p<strong>in</strong>ch<br />

effect <strong>in</strong> cases 2, 4, 6 can be estimated accord<strong>in</strong>g to the<br />

standard.<br />

2<br />

k2<br />

2<br />

δ<br />

δ<br />

1<br />

1

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