(9)
the entire operation. The remaining 25 per cent are largely contained within the
range 35 to 60 feet. Only occasionally are values beyond 80 feet obtained, and
when this happens an overhaul of electronic equipment is immediately indicated.
TABLE III
1949-50-51 Operations
Range
0-10'
10-20'
20-30'
30-40'
40-50'
50-60'
60-70'
70-80'
No. of lines
42
29
28
18
15
8
4
3
% of lines
28-6
19-7
19-0
12-2
10-2
5-4
2-7
2-2
Cumulative %
28-6
48-3
67-3
79-5
89-7
95-1
97-8
100-0
Field Analysis
A Geodetic unit of 8 to 10 men and latterly a meteorologist have been
attached to the operation and performed the reductions immediately after the
line-crossing. This has distinct advantages, as with limited ground installations
small adjustments could be made and information gained at once as to whether
reflights were necessary over certain lines.
The data were prepared for each unit set-up of ground equipment as the work
progressed, and no movement of equipment was authorized until an adjustment
of some 20 lines was made to check the overall consistency of the measurements
in forming geometrical patterns. If relatively large corrections were indicated for
certain lines, the finger of suspicion was pointed at these lines as requiring re
measurement for improvement of accuracy. Reflights have invariably confirmed
the conclusion based upon the readjustment.
Accuracy
A pertinent question is “What accuracy is being obtained?”, and to answer
this we must first rephrase the question to, “What accuracy is it thought is being
obtained?”, for as yet we have no interior checks on position. The general picture
may, however, be gathered from the results obtained in the first net of 74 lines
extended 1,100 axial miles between geodetic bases, which summarized briefly is
as follows: —
(a) Lines of average length, 210 miles, may be measured to give a mean
accidental error of 18 feet.
(b) In a network in which the ratio of surplus lines to stations required to
be fixed is 2, the probable errors in latitude and longitude are about 25
feet.
(c) The closure in position at the geodetic base is better than 1 in 59,000,
and thus lends support that the intermediate stations are not likely to
have a position error greater than the probable error, say 25 feet.
(d) The replacement of the astronomic by shoran positioning has thus
greatly improved the accuracy of control.
Shoran values of position have indicated areas in the north in which the
deflection of the vertical is over 1,000 feet.
61667—2