The mechanical effects of short-circuit currents in - Montefiore
The mechanical effects of short-circuit currents in - Montefiore
The mechanical effects of short-circuit currents in - Montefiore
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Figure 3.39 Movement plan view at the center <strong>of</strong> the left dropper<br />
(Figure 3.37) at the height approximately 7.5m above the<br />
HV term<strong>in</strong>als.<br />
<strong>The</strong> diagrams <strong>in</strong> the Figure 3.38 and Figure 3.39 shows<br />
the movement <strong>of</strong> the center po<strong>in</strong>t <strong>of</strong> the dropper bundle<br />
at height approximately 7.5 m above the HV term<strong>in</strong>als<br />
for all three conductors on clash<strong>in</strong>g and the lateral<br />
movement <strong>of</strong> the p<strong>in</strong>ched conductors, and the separate<br />
movement <strong>of</strong> the <strong>in</strong>dividual conductors for a very <strong>short</strong><br />
time after <strong>in</strong>terruption the <strong>short</strong>-<strong>circuit</strong> current.<br />
Figure 3.40 Short-<strong>circuit</strong> force aga<strong>in</strong>st time curve for the loads on the<br />
disconnector right hand HV term<strong>in</strong>al.<br />
<strong>The</strong> maximum loads on the HV term<strong>in</strong>al <strong>of</strong> the<br />
disconnector achieved dur<strong>in</strong>g the <strong>short</strong>-<strong>circuit</strong> have been<br />
calculated as:<br />
Right dropper 3.7 kN<br />
Left dropper 3.0 kN<br />
3.4.3. Dynamic behaviour <strong>of</strong> close and various<br />
degrees <strong>of</strong> wide bundl<strong>in</strong>g<br />
Unlike the close bundl<strong>in</strong>g <strong>of</strong> flexible busbars, which is<br />
not associated with major <strong>short</strong>-<strong>circuit</strong> contraction<br />
<strong>effects</strong>, substantial peak forces due to the contraction <strong>of</strong><br />
subconductors occur at the dead end and on the spacers<br />
<strong>in</strong> the case <strong>of</strong> wide bundles. <strong>The</strong>ir magnitude and their<br />
eventual static equivalent effect (ESL = equivalent static<br />
load) on support structures and foundations depend,<br />
apart from a number <strong>of</strong> additional parameters <strong>of</strong><br />
configuration and state, as well as <strong>of</strong> the electrical <strong>short</strong><strong>circuit</strong><br />
data, on the spac<strong>in</strong>g between sub-conductors,<br />
their number and configuration, the stranded conductor<br />
54<br />
itself, and the number and the design <strong>of</strong> the spacers<br />
(rigid, partially or multiply elastic).<br />
Close bundl<strong>in</strong>g <strong>of</strong> multiple conductors, with a spac<strong>in</strong>g<br />
between subconductors approximately equivalent to<br />
conductor diameter, m<strong>in</strong>imizes the direct and <strong>in</strong>direct<br />
<strong>effects</strong> <strong>of</strong> contraction. Up to 400kV this technique is<br />
absolutely viable for substations and has become largely<br />
standard for more recent German <strong>in</strong>stallations. This<br />
does not hold true, however, <strong>of</strong> older plants with wide<br />
bundles, whose reserve potential now needs to be<br />
<strong>in</strong>vestigated, nor <strong>of</strong> stranded conductor arrangements<br />
abroad, where wide bundle spac<strong>in</strong>g as <strong>in</strong> overhead l<strong>in</strong>es<br />
has been and is the usual technique also <strong>in</strong> the case<br />
below 400kV. Close bundl<strong>in</strong>g is, <strong>of</strong> course, no longer<br />
feasible with stranded conductors for higher system<br />
voltages.<br />
This section concerns the case A (Figure 1.1) plus B –<br />
long-span horizontal buses connected by <strong>in</strong>sulator<br />
cha<strong>in</strong>s to portal structures – where the bus conductors<br />
are tw<strong>in</strong> bundles. <strong>The</strong> dropper B is connected at<br />
midspan and does not carry current.<br />
<strong>The</strong> sub-conductor centre l<strong>in</strong>e distance is varied from 60<br />
to 400 mm <strong>in</strong> four <strong>in</strong>dividual values.<br />
<strong>The</strong> follow<strong>in</strong>g parameters were varied:<br />
- the number <strong>of</strong> spacers nAH<br />
- the sub-conductor centre-l<strong>in</strong>e distance aT<br />
- the <strong>short</strong>-<strong>circuit</strong> current duration TK.<br />
<strong>The</strong> usual practical solution for a close bundle<br />
conductor <strong>in</strong> Germany is aT ≈ 2 x conductor diameter.<br />
In the case <strong>of</strong> wide bundl<strong>in</strong>g, aT is very much larger.<br />
Figure 3.41 shows the studied arrangement.<br />
M-Portal<br />
N-Portal<br />
Figure 3.41 <strong>The</strong> studied arrangement fully discretized<br />
<strong>The</strong> structure is discretized <strong>in</strong> a full-detail FE model,<br />
us<strong>in</strong>g the appropriate beam elements for the framework<br />
<strong>of</strong> the portals and adjust<strong>in</strong>g the model to achieve first<br />
the proper stiffness and then eigenfrequency values.