problem. However, such measurements, although
possible, have not become widespread, since the
control of the system under dynamic operating
conditions requires that the data be definitely
connected with the universal time. For instance, in
order to determine losses in the line we should
simultaneously measure active power at the source
and load ends of the line precisely at the same time.
Figure 4: PMU infrastructure. (where SS1- feeding
substation; SS2- receiving substation; L– length of the
line; АС- atomic clock; GPS1, GPS2 – satellites sending
time signals; SC – control center; SS1, SS2 – network
substations;
– time pulse of the atomic clock; h –
height of the satellite above the Earth in the area, where
the substations are located; Q
1
, Q
2
– angles at which the
satellite is seen from SS1 and SS2, respectively.
The time measurement resolution of PMU is not
sufficient to accurately determine the time of the
event. Therefore, at the measurement points we
should form our own time (count) pulses with a
short time interval of, for example, 10
-9
seconds,
using additional devices.
Consider the use of the PMU and additional
devices for accurate determination of time t
1
and t
2
.
These pulses are formed by the pulse generators
installed in modules В
1
and В
2
, and received at the
input of the pulse counters located in modules .
The pulses are generated with the same frequency.
At the outputs of modules we obtain t
1
and
t
2
,
respectively, in the following form:
,
(4)
,
(5)
where t
gps
– a synchronizing pulse from GPS
satellite, that contains complete information about the
universal time, namely: year, month, day, hour,
minute, second, milliseconds;
n, m – number of count pulses from the arrival of
t
gps
to the moment, when the response to the short
circuit is received at the source end and load end of
the line, respectively.
We determine the difference between the time
the responses arrive at the source end of the
transmission line and the time they arrive at its load
end, using expressions (4) and (5):
Knowing t
1
and t
2
, we find
,
,
according to
expressions (1), (2), (3).
3 CONCLUSIONS
The proposed method is very promising, since it
mainly uses PMU devices, and the costs related to
the development and use of additional devices are
insufficient.
This method allows to determine the coordinates
of the damage in real time. The error is not more
than 50 meters. This figure will be adjusted to the
experiments conducted.
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