QUADRANGLE UNNAMED
SS 19-21/10
74º 00' - 75º 00' S, 63º 00'- 67º 30'
W
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Satellite Imagery
FULL Scene
(185 km x 185 km)
Landsat 5: LT5210113008605910
Path 210 Row 113 - 28 February 1986
Quad map outlined in red. Up in image is roughly 35 degrees True.
Sun elev: 13º / Sun azimuth: 73º
Click on image to view larger version
B&W: 360K jpeg (12 pixels/inch)
TMA FLIGHT LINE Map and Control Point Locations
FLIGHT LINE Information - flight lines indicated by dark lines, direction
of flight indicated by arrowheads at end of each FLIGHT LINE, TMA # (photo
flight #) indicated by number on FLIGHT LINE. Values in parenthesis on a
FLIGHT LINE indicates range of photos in a FLIGHT LINE.
Control Photos - number at small arrow on FLIGHT LINE indicates frame
#, arrow indicates direction of view (R or L indicates right or left view,
frame # and V in parenthesis indicates vertical view), click on frame #
to display browse photo, thumbnail versions of control photos appear below.
Control Points - control point location indicated by red square with
station name adjacent, click on red square to go to individual control folder.
Aerial Photography
(click on photos to view larger version; average size 200K
jpeg)
Quadrangle Control Network (Click on quadrangle
control diagram to see full control network)
LASSITER COAST ELECTRONIC TRAVERSE
1969-70 and 1970-1971 Seasons
Engineers: Frederic J. Geier, Jack L. Harry, James R. Heiser,Jr.,
Robert L. Johnson, Antonio I. Malva-Gomes, Eberhand G. Schirmacher, and
Ronald F. Whiting
Terrestrial survey network employing Wild T-2 theodolite
for angular measurements and Electro-tapes for distance measurements.
DKM-3A used for astro measurements.
CONTROL POINTS COORDINATES
Control point information - click on point to go to individual
folder
NAME
|
TYPE*
|
ALTERNATE
NAME/S
|
LATITUDE
DMS (S)
|
LONGITUDE
DMS (W)
|
ELEVATION
(METERS)
|
AGENCY
|
POSITION
RELIABILITY
|
A10S |
I |
21A |
N/A |
N/A |
N/A |
USGS |
N/A |
A11S |
I |
24 |
N/A |
N/A |
N/A |
USGS |
N/A |
ADRIANA |
U |
|
74 27 19.92 |
064 33 14.74 |
1552.7 |
USGS |
1 |
B10S |
I |
|
74 18 31.41 |
065 32 43.43 |
2052.4 |
USGS |
3 |
BEV |
U |
|
74 09 29.66 |
063 09 36.66 |
1749.3 |
USGS |
1 |
C10S |
I |
|
74 20 39.58 |
065 00 43.41 |
1794.9 |
USGS |
2 |
C12S |
I |
11 |
74 21 18.94 |
063 11 23.26 |
1517.0 |
USGS |
2 |
D10S |
I |
21B |
74 19 45.54 |
064 04 44.47 |
1675.8 |
USGS |
2 |
D11S |
I |
21 |
74 05 38.64 |
064 33 24.06 |
1883.4 |
USGS |
2 |
DEL |
U |
|
74 01 33.76 |
063 39 17.24 |
1802.6 |
USGS |
1 |
E10S |
I |
|
N/A |
N/A |
N/A |
USGS |
N/A |
F10S |
1 |
20A |
74 29 54.80 |
063 43 35.74 |
1427.8 |
USGS |
2 |
G10S |
I |
13 |
N/A |
N/A |
N/A |
USGS |
N/A |
G12S |
I |
7C |
74 07 34.17 |
063 34 19.22 |
1627.0 |
USGS |
2 |
H10S |
I |
24A |
N/A |
N/A |
N/A |
USGS |
N/A |
INGRID |
U |
|
74 11 39.58 |
063 51 37.38 |
1717.6 |
USGS |
1 |
J10S |
1 |
25 |
74 41 17.37 |
065 39 08.07 |
1925.1 |
USGS |
3 |
K10S |
I |
26 |
N/A |
N/A |
N/A |
USGS |
N/A |
L10S |
I |
|
74 57 45.93 |
064 33 42.40 |
1437.5 |
USGS |
3 |
LINDA |
U |
|
74 39 25.95 |
064 27 14.50 |
1773.4 |
USGS |
1 |
M10S |
I |
27A |
N/A |
N/A |
N/A |
USGS |
N/A |
MARLON |
U |
|
74 11 48.91 |
063 50 26.60 |
1709.9 |
USGS |
1 |
N10S |
I |
14/3140 |
N/A |
N/A |
N/A |
USGS |
N/A |
NICELESS |
O |
|
74 58 39.77 |
066 51 48.44 |
1779.0 |
USGS |
1 |
WETMORE ASTRO |
A |
RUNDOODLE ASTRO |
74 27 05.48 |
064 36 04.51 |
1363.0 |
USGS |
1 |
Z10S |
I |
55 |
74 58 39.70 |
066 51 51.47 |
1779.9 |
USGS |
1 |
Horizontal Datum - Positions based on the Astronomic Position of Wetmore
Astro determined during the 1969-70 Season.
Vertical Datum - Mean sea level
* A - Astronomical
B- Beaconed - Signal/Cairn & monumented
U - Unbeaconed - Occupied, monumented
O - Occupied, unmonumented
I - Intersected
# Unchecked elevation
** These stations are unidentifiable
+ Quality rating (1:best: 3:worst)
The relative strength of position value shown on the Control Points
Coordinates list for each quadrangle is not an indicator of the accuracy.
It is a reliability number assigned by the USGS based on the number of checks
obtained for that survey point.
As an example, an occupied point with several connections to the surrounding
network is a 1 (highest reliability). Whereas, a point positioned by two
rays intersecting has no check and is assigned a value of 3 (lowest reliability).
(1). Indicates a checked occupied station.
(2). Intersected with 3 or more directions.
(3). Intersected station with no checks - uncertain position - use with
caution.
USGS/BAS LANDSAT GEOCEIVER PROJECT
1975-76 Season
Engineers: Karl W. Gatson and James W. Schoonmaker, Jr.
Intersected peak positions determined by terrestrial surveys
employing Wild T-2 theodolite for angular measurements and Electro-tapes
for distance measurements from positions developed by geoceiver (Doppler)
observations.
Elevations based on sea level using the Goddard Earth Model
(GEM) 10B.
CONTROL POINTS COORDINATES
Control point information - click on point to go to individual
folder
NAME
|
TYPE*
|
ALTERNATE
NAME/S
|
LATITUDE
DMS (S)
|
LONGITUDE
DMS (W)
|
ELEVATION
(METERS)
|
AGENCY
|
POSITION
RELIABILITY
|
ELEVATION
RELIABILITY
|
ADRIANA OFFSET |
O |
DOPPLER 20106 |
74 27 13.788 |
064 33 48.409 |
1381.0 |
USGS/BAS |
1 |
6 |
Horizontal Datum - Position based on WGS 72.
Vertical Datum - Geodetic heights corrected to the geoid using NASA
GEM 10B.
* A - Astronomical
B- Beaconed - Signal/Cairn & monumented
U - Unbeaconed - Occupied, monumented
O - Occupied, unmonumented
I - Intersected
# Unchecked elevation
** These stations are unidentifiable
+ Position Reliability
1. Established by Doppler Satellite measurements, or a checked occupied
station
2. Position established by side shot from main line
3. Intersected with three or more directions
4. Intersected station, no checks - poor position
5. Limited number of satellite passes - no position reliability established
++Elevation Reliability
1. Elevation measured by Doppler Satellite methods and occupied stations
with checked reciprocal vertical angle elevations
2. Elevation established by side shots from main line
3. Intersected station with elevation checks from several vertical angles
4. Intersected station with elevation checks from two or more vertical
angles
5. Intersected station with no check elevation - very poor elevation
6. Limited number of satellite passes - no position reliability established
FULL Scene
(185 km x 185 km)
