f latitude,
D of back
3C, bahr,
as rover
computed
he actual
ordinates
A
fference
eight
m)
-57.16
-0.52
-4.52
5.24
-6.88
$.91
ordinates
B
fference
eight
-36.66
15.55
33.96
15.02
13.23
accuracy
ne mode,
rvations,
ours i.e.
. 1800 to
was done
3roadcast
ne mode.
here the
lescribed
vas given
'Ocessing
IAPRS & SIS, Vol.34, Part 7, "Resource and Environmental Monitoring", Hyderabad, India, 2002
Table 3. Effect of Observation Time on Single Point accuracy
for the point A
Date Duration Difference of Observations
of of (Observed coordinate. — actual coordinate)
observa Observat-
t-ion ion difference difference difference
of of of
latitude longitude height
(sec) (sec) (m)
26-09- 12:00:40 0.4183 -0.0488 45.17
01 to
18:05:10
26-09- 18:01:40 0.5048 0.1913 27.45
01 to
23:59:00
27-09- 00:00:30 0.1800 0.0405 7.70
01 to
06:00:30
27-09- 06:00:50 0.2494 -0.0756 25.24
01 to
12:01:30 ;
27-09- 12:01:40 0.5053 -0.0499 42.12
01 to
18:02:20
27-09- 18:00:00 0.4459 0.2884 30.76
01 to
23:59:50
28-09- 00:00:30 0.2932 0.1473 9.64
01 to
06:01:30
28-09- 06:00:10 0.2284 -0.0698 28.86
01 to
12:01:10
28-09- 12:01:20 0.4325 -0.1009 43.84
01 to
17:57:50
28-09- 18:17:00 0.5005 0.1943 25.35
01 to
23:59:20
29-09- 00:01:40 0.1300 0.0288 8.61
01 to
06:05:30
12:03:10 0.3927 -0.0132 48.92
29-09- to
01 18:00:40
29-09- 18:00:50 0.4900 0.3634 26.35
01 to
23:59:50
30-09- 00:01:40 0.1940 0.0547 9.14
01 to
06:00:40
05-10- 12:00:40 0.1946 -0.0666 49.09
01 to
18:00:10
05-10- 18:00:20 0.4055 0.2670 22.26
01 to
23:58:50
06-10- 00:01:00 0.2740 0.0939 10.54
01 to
06:00:30
647
Table 4. Effect of Observation Time on Single Point accuracy
for the point B
Date Duration Difference of Observations
of of (Observed coordinate. — actual coordinate)
observa Observat-
tion ion difference difference difference
of of of
latitude longitude height
(sec) (sec) (m)
05-10- 12:02:10 0.7292 -0.1550 55.60
01 to
18:00:30
05-10- 18:00:50 0.7966 0.2303 30.95
01 to
00:00:00
06-10- 00:01:10 0.1265 0.0489 4.72
01 to
06:01:10
08-10- . 09:56:40 0.2426 -0.0687 28.93
01 to
12:00:40
08-10- 12:00:20 0.5945 0.0761 56.68
01 to
18:00:50
09-10- 12:00:20 0.4586 0.1553 52.88
01 to
18:00:20 ;
10-10- 12:00:30 0.7307 -0.1553 53.55
01 to
18:00:00
4. RESULTS AND DISCUSSIONS
To establish a point, precisely in WGS-84 datum, observation
needs to be taken for more than 24 hours and is to be corrected
with IGS stations. The results given in Table 1 clearly indicate
that the accuracy of point A is about 11 cm in position and 57
cm in height. From Table 2, one can infer that the accuracy of
point B is 16cm in position and 37 cm in height.
A graph was drawn between observation time and difference in
latitude with respect to actual coordinate for point A (Figure-1).
From the Figure-1, it can be inferred that, error (observed
latitude — actual latitude) is more for the observation period
1200 — 1800 hrs. The observations of three days i.e., 26"
September, 27" September, 28" September 2001 were chosen
for point A, because for these three dates, the observation was
available from 0000 — 2400 hrs. From Figure-2 it can be
inferred that, the difference of longitude is positive for the
observation taken between 0000-0600 and 1800-2400 hrs and
the difference of longitude is negative for the observation taken
between 0600-1200 and 1200-1800 hrs. It can also be inferred
from that Table 3 and Table 4 that the difference of longitude is
positive for the observation taken between 1800-2400 hrs. The
difference in longitude is much less compared to difference in
latitude. Figure-3 shows the error in height with observation
time. The error in height is found to be maximum when the
observation is taken between 1200 to 1800 hrs. Table- 5 and
Table- 6 shows the maximum error and minimum error in
position and height for different spans of observation time. For
point B, the observation was not available for the period 0600-
1200 (Table-6), it was available up to 0600-0900 and also for
the observation time between 0000-0600 and 1800-2400 only
one reading was available. From the Table-5 and Table-6 it can
be referred that the errors in longitude are less compared to