QUADRANGLE UNNAMED

 

SS 19-21/06

 

73º 00' - 74º 00' S, 63º 00'- 67º 30' 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 4: LT4210112008902710
Path 210 Row 112 - 27 January 1989
Quad map outlined in red. Up in image is roughly 35 degrees True.
Sun elev: 24º / Sun azimuth: 72º
Click on image to view larger version
B&W: 368K jpeg (12 pixels/inch)
 
FULL Scene (185 km x 185 km)
Landsat 5: LT5213112008608010
Path 213 Row 112 - 21 March 1986
Quad map outlined in red. Up in image is roughly 35 degrees True.
Sun elev: 06º / Sun azimuth: 67º
Click on image to view larger version
B&W: 404K 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)

TMA1736-05L

01/27/66

TMA1737-148L

01/27/66

TMA1737-158R

01/27/66

 

TMA1737-158V

01/27/66

TMA1737-161R

01/27/66

TMA1737-166R

01/27/66

 

 

TMA1739-307V

01/28/66

 

TMA1739-310R

01/28/66

 

 

 

TMA1739-311R

01/28/66

 

TMA1739-316V

01/28/66

 

TMA1739-317V

01/28/66

TMA1745-027R

01/27/66

 

TMA1745-039R

01/26/66

 

TMA1745-042L

01/26/66

 

 

TMA1745-046R

01/26/66

 

 

TMA1745-20L

01/26/66

 

 

TMA1746-132L

01/28/66

 

 

TMA1746-157L

01/28/66

 

 

TMA1876-152L

11/22/66

 

TMA1876-154R

11/22/66

 

TMA1876-160L

11/22/66

 

 

TMA1876-161R

11/22/66

 

 

TMA1876-168L

11/22/66

 

 

TMA1876-171V

11/22/66

 

 

TMA1878-169R

11/22/66

 

 

TMA1997-188L

01/07/67

 

 

TMA1997-197L

01/07/67

 

 

TMA1998-300L

01/07/67

 

 

TMA1998-310L

01/07/67

 

 

 


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

C13S

I

67

73 21 10.01

063 55 11.48

1811.5

 USGS

2

C14S

I

64A

N/A 

N/A 

N/A 

 USGS

N/A 

D13S

I

68

73 18 59.90

064 01 59.05

1996.7

 USGS

2

E13S

I

69

73 15 59.95

063 32 39.23

1826.2

USGS

2

FREDERICK

U

73 29 22.27

063 40 51.34

1684.4

USGS

1

G14S

I

73B

N/A 

N/A 

N/A 

USGS

N/A 

JEFF

I

65

73 37 46.83

063 55 16.12

2000.2

USGS

1

JOACHIM

U

N/A 

N/A 

N/A 

 USGS

N/A 

M12S

I

7A

73 53 28.50

063 59 00.05

1985.8

USGS

2

MARTIN

U

8

73 50 23.37

063 28 34.96

1590.5

 USGS

1

N12S

I

9

73 49 05.68

064 17 48.71

2289.6

USGS

2

S12S

1

N/A 

73 42 56.14

063 06 42.51

1758.4

 USGS

2

 W12S

I

73B

N/A 

N/A 

N/A 

USGS

N/A 

X12S

I

64

N/A 

N/A 

N/A 

  USGS

N/A 

 

Horizontal Datum - Positions based on 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.

 


 
British Antarctic Survey (BAS) Conventional Survey 1973-1974

 

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

HORIZONTAL POSITION

RELIABILITY

GALKIN

B

N/A

73 27 10.915

065 52 38.733

1709.8

BAS

1

 GUNN

B

N/A

73 24 42.961

066 35 00.323

1530.1

BAS

 1

 JENSEN

B

 N/A

73 13 26.293

066 16 19.904

 1395.7

 BAS

 1

 SCHOOFS

B

N/A 

73 18 48.698

064 01 18.916

1779.2

 BAS

 1

 TOTH

B

N/A 

73 33 06.899

063 43 24.888

1960.2

 BAS

 1

 ELIZABETH

B

N/A

73 29 51.488

063 48 28.160

1670.2

BAS

1

 

 

Horizontal Datum - WGS72-Conventional survey adjusted by John Knight, RMS error 11 m.

Vertical Datum - Corrected geodetic heights to the geoid using NASA GEM 10 geoid model.

 

* 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.