QUADRANGLE UNNAMED

SS 19-21/13

75º 00' - 76º 00' S, 67º 30' - 72º 00' W

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QUADRANGLE C0NTROL NETWORK

SATELLITE IMAGERY

AERIAL PHOTOGRAPHY

CONTROL POINTS

FLIGHT LINE MAP

Satellite Imagery

FULL Scene (185 km x 185 km)

Landsat 5: LT5210114008605910

Path 210 Row 114 - 28 February 1986

Quad map outlined in red. Up in image is roughly 35 degrees True.

Sun elev: 12º / Sun azimuth: 76º

Click on image to view larger version

B&W: 253K jpeg (12 pixels/inch)

FULL Scene (185 km x 185 km)

Landsat 4: LT4213113008903210

Path 213 Row 113 - 01 February 1989

Quad map outlined in red. Up in image is roughly 35 degrees True.

Sun elev: 22º / Sun azimuth: 74º

Click on image to view larger version

B&W: 207K jpeg (12 pixels/inch)

FULL Scene (185 km x 185 km)

Landsat 4: LT4213114008903210

Path 213 Row 114 - 01 February 1989

Quad map outlined in red. Up in image is roughly 35 degrees True.

Sun elev: 21º / Sun azimuth: 77º

Click on image to view larger version

B&W: 253K 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)

TMA1645-140L 02/18/65	TMA1645-150R 02/18/65
TMA1645-156R 02/18/65	TMA1645-165L 02/18/65
TMA1730-009V 01/29/66	TMA1730-010L 01/29/66
TMA1731-153V 01/29/66	TMA1731-160V 01/29/66
TMA1741-219L 01/27/66	TMA1741-220V 01/27/66
TMA1741-224R 01/27/66	TMA1741-225L 01/27/66
TMA1741-238V 01/27/66	TMA1744-344R 01/29/66
TMA1744-349L 01/29/66	TMA1744-351R 01/29/66
TMA1857-174R 12/02/66	TMA1857-194R 12/02/66
TMA1857-195V 12/02/66	TMA1993-107L 01/05/67
TMA1993-108L 01/05/67	TMA1994-260V 01/05/67
TMA1994-265V 01/05/67	TMA1994-267V 01/05/67
TMA1994-272L 01/05/67	TMA1994-275L 01/05/67
TMA1994-281L 01/05/67	TMA1994-282R 01/05/67
TMA1994-282V 01/05/67	TMA1994-285V 01/05/67
TMA1994-286L 01/05/67	TMA1994-286R 01/05/67
TMA1995-133L 01/05/67	TMA1995-133V 01/05/67
TMA1995-137L 01/05/67	TMA1995-149L 01/05/67
TMA1996-160V 01/05/67	TMA1996-166V 01/05/67
TMA1996-176L 01/05/67	TMA1996-180V 01/05/67
TMA1996-182V 01/05/67	TMA1999-361L 01/07/67
TMA1999-361R 01/07/67	TMA1999-362V 01/07/67
TMA1999-366L 01/07/67	TMA1999-371V 01/07/67
TMA1999-372L 01/07/67	TMA1999-380V 01/07/67
TMA1999-381L 01/07/67	TMA2125-127L 01/26/68
TMA2125-127R 01/26/68	TMA2125-127V 01/26/68
TMA2125-129R 01/26/68	TMA2125-135L 01/26/68
TMA2125-135R 01/26/68	TMA2125-140V 01/26/68
TMA2125-142L 01/26/68	TMA2125-153L 01/26/68
TMA2126-161R 01/26/68	TMA2126-162L 01/26/68
TMA2126-163V 01/26/68	TMA2126-166R 01/26/68
TMA2126-169L 01/26/68	TMA2126-174L 01/26/68
TMA2126-174R 01/26/68	TMA2126-174V 01/26/68
TMA2126-175V 01/26/68	TMA2126-182R 01/26/68
TMA2126-183L 01/26/68	TMA2126-189L 01/26/68
TMA2126-191R 01/26/68

Quadrangle Control Network (Click on quadrangle control diagram to see full control network)

ORVILLE COAST

1977-78 Season

Engineers: David Reed, Eberhand G. Schirmacher, Robin Schumtzler, and Harry Zohn, 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 NASA 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
22254	O	GEOC 22254	75 50 28.157	069 53 02.093	1376.0	USGS	1	1
A15S	I	38	75 57 46.996	068 42 08.064	1080	USGS	3	4
A16S	I		75 43 12.507	071 43 31.064	1049	USGS	3	4
AH WHAT	O		75 48 55.953	069 39 45.128	1160	USGS	2	2
B15S	I	40	75 59 39.267	069 38 31.524	1304	USGS	4	4
B16S	I		75 30 35.378	071 44 32.675	1043	USGS	3	4
BASE CAMP	O	DOPPLER #22251	75 17 03.138	069 55 29.687	1102.9	USGS	1	1
BECKI A	O	28	75 04 14.158	070 19 39.538	1586.5	USGS	1	1
BECKI	U	48	75 04 14.19	070 19 38.12	1581.1	USGS	1	1
BLANK	O		75 47 54.877	067 31 44.804	1297.2	USGS	1	1
C16S	I		75 11 07.642	071 05 11.661	1447	USGS	3	4
CAROL	B		75 28 48.377	069 22 52.112	1482.8	USGS	1	1
CYNDIE	U		75 57 17.896	070 32 37.998	1289.4	USGS	1	1
D16S	I	H2M	75 10 39.697	071 24 03.183	1585	USGS	3	4
E15S	I	40C	75 58 48.368	069 44 17.058	1402	USGS	4	4
F15S	I	41	75 43 19.056	069 32 57.614	1307	USGS	3	3
G15S	I	41A	74 41 15.464	069 52 49.129	1184	USGS	3	3
GIA	U		75 57 26.850	070 49 50.929	1245.2	USGS	2	2
H15S	I	42	75 52 38.739	070 25 26.382	1278	USGS	3	3
HOLMQUIST	B		75 15 45.462	070 23 26.194	1332.1	USGS	1	1
J15S	I	43	76 00 50.557	070 56 58.345	1016	USGS	4	4
JENNIFER	U	DOPPLER #22252	75 27 48.858	069 17 18.927	1390.2	USGS	1	1
K11S	I	52A	75 09 56.066	068 40 09.493	1556	USGS	3	3
K15S	I		75 32 29.214	070 56 47.921	1463	USGS	3	3
KRISTIN	B	44/DOPPLER #22253	75 42 55.649	070 36 51.790	1031.3	USGS	1	1
JONIE	O	DOPPLER #20080	75 44 28.157	071 42 46.529	1001.1	USGS	NA	NA
L15S	I		75 31 58.620	070 56 27.989	1454	USGS	3	3
LAURIE	B	ANDERSON NUNATAKS/DOPPLER #22258	75 05 46.780	068 20 52.846	1603.7	USGS	1	1
LISA A	O	45	75 48 31.190	067 48 45.082	1311.7	USGS	2	2
LISA	B	DOPPLER #22255	75 48 39.849	067 48 33.988	1301.7	USGS	1	1
LONLEY	O	47	75 14 15.803	069 19 56.388	1133.5	USGS	2	2
M11S	I	36	75 37 40.043	068 01 24.194	1447*	USGS	4	5
M15S	I		75 33 47.443	070 49 46.188	1195	USGS	3	3
N11S	I	37	75 48 54.350	068 32 55.497	1525	USGS	3	3
N15S	I	46B	75 31 00.349	069 10 32.133	1466	USGS	3	4
P11S	I		75 46 00.873	067 48 50.108	1430	USGS	4	4
P15S	I	22	75 15 48.751	070 14 12.590	1439	USGS	3	3
R15S	I	47A	75 15 31.205	070 13 48.378	1425	USGS	3	3
ROBBIE	U		75 46 32.380	068 51 11.484	1427.8	USGS	1	1
S15S	I	47B	75 21 42.439	070 33 23.083	1253	USGS	3	3
SAVOLIA	U		75 57 29.641	069 57 08.172	1436.6	USGS	3	4
V15S	I	51/K3M	75 08 17.683	069 11 01.485	1670	USGS	3	3
VENECE	B	V3M	75 02 22.166	069 41 09.020	1432.6	USGS	1	1
W10S	I	52	75 06 52.160	068 20 21.162	1588*	USGS	4	5
W15S	I	51B/MT EDWARD/S3M	75 12 33.377	069 33 25.576	1589	USGS	3	3
X10S	I	53	74 17 02.120	068 07 15.002	1467*	USGS	4	5
X15S	I	52B	75 06 24.677	068 48 47.122	1589	USGS	3	4
Y10S	1		75 27 10.715	068 47 43.271	1415	USGS	3	3
Y15S	I	53B	75 16 31.563	068 16 05.615	1496	USGS	3	4

Horizontal Datum - The positions are based on WGS 66 datum. The adjusted network was fitted to geoceiver stations (6) by a least squares transformation and the residuals were less than two meters.

Vertical Datum - Geodetic heights corrected to the geoid using NASA GEM 10B. No direct connections to sea level were made.

The position reliability/elevation reliability value shown on the Control Points Coordinates list for each quadrangle is not an indicator of the accuracy. It is a 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 5 (lowest reliability).

* 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

++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