Table 2.--Comparisons of profiles at crossings
ELEVATION
PROFILES DIFFERENCE EXPLANATION RESOLUTION
(FEET)
A1-B2 vs. A2-B1 2.61 Short lock on B1 Adjusted A2-B1
A2-B3 vs. A3-B2 10
A3-B4 vs. A4-B3 4,60 No lock on B4 Adjusted A3-B4
A4-B5 vs. A5-B4 .60
B1-C2 vs. B2-C1 ‚42
B2-C3 vs. B3-C2 ‚79 Adjusted each .4 foot
B3-C4 vs. B4-C3 .85 Adjusted each .42 foot
Cl-D2 vs. C2-D1 3.90 Unexplained Adjusted each 1.95 foot
C2-D3 vs. C3-D2 .85 Adjusted each .42 foot
C4-D5 vs. C5-D4 1.10 Uncertainty in ele- Adjusted C4-DS
vation of DS
C5-D6 vs. C6-D5 «T1
D1-E2 vs. D2-El „36
D2-E3 vs. D3-E2 1.38 Adjusted each .69 foot
D3-E4 vs. D4-E3 ‚51
El-F2 vs. E2-F1 1.72 No lock on E1 Adjusted E1-F2
E2-F3 vs. E3-F2 . 14
E3-F4 vs. E4-F3 4.16 No lock on E4 Adjusted E4-F3
E4-F5 vs. ES-F4 ren Terrain too rough
for comparison
E5-F6 vs. E6-F5 2.17 Uncertainty in ele- Adjusted E6-F5
vation of F5
Fl-G2 vs. F2-G1 15 No lock on F2 Adjusted F2-G1
F2-G3 vs. F3-G2 1.97 Adjusted each 1 foot
F3-G4 vs. F4-G3 .67
F4-G5 vs. F5-G4 1.30 Uncertainty in ele- Adjusted F5-G4
vation of F5
F6-G7 vs. F7-G6 .99 Adjusted each .5 foot
Gl-H2 vs. G2-H1 1.28 Adjusted each .6 foot
G2-H3 vs. G3-H2 1.63 Adjusted each .8 foot
G3-H4 vs. G4-H3 05
G5-H6 vs. G6-H5 .88 Adjusted each .4 foot
G6-H7 vs. G7-H6 +10
H1-J2 vs. H2-J1 ‚14
H2-J3 vs. H3-J2 ‚66
capability would be developed for the laser profiler to improve the ground
elevation gathering capabilities from a line of elevation data to a swath.
The laser tracker design would need to be modified to fit the IMU and more
precise angular resolvers would be needed in the new IMU. The APTS II
envisioned could be installed in a much smaller aircraft, such as an Aero
Commander, operated with a two-man crew, and provide better data for
creating digital terrain models than the prototype system, and cost much
less to operate.
The fabrication of an APTS II will allow the utilization of the existing
APTS instrument for further research. Two areas of research appear
promising: developing a gravity modeling capability and a large-scale
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