SKY-HI NUNATAKS

 

SS 19-21/9

 

74º - 75º S, 67º 30'- 74º W


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QUADRANGLE

CONTROL

NETWORK

SATELLITE

IMAGERY

AERIAL

PHOTOGRAPHY

CONTROL

POINTS

FLIGHT

LINE

MAP

 


Satellite Imagery

FULL Scene (185 km x 185 km)

Landsat 4: LT42131113008903210
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: 230K 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)

TMA1645-139L

02/18/65

TMA1645-141L

02/18/65

TMA1645-150V

02/18/65

TMA1645-158L

02/15/65

 

TMA1730-20L

01/29/66

 

TMA1731-137L

01/20/66

 

TMA1744-339V

01/29/66

TMA1857-203L

12/02/66

 

 

TMA1857-203V

01/27/66

TMA1858-287L

12/02/66

TMA1858-287V

12/02/66

 


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

 

 

 

 


 

ORVILLE COAST
1978-79 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 Goddard Earth Model (GEM) 10B.
 
ELLSWORTH LAND TRAVERSE-1962
(ORIGINALLY NAMED ANTARCTIC PENINSULA TRAVERSE)
1961-62 Season
Engineer: Conrad G. Merrick
Intersected peak positions determined from primary traverse stations
Elevations determined by altimeter traverse based on Camp Minnesota elevation of 1250 meters

Reliable coordinates not available because of equipment malfunctions during the traverse.

Stations are shown for inventory purposes only

Lat/Long/Elev indicated N/A


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

D2M

I

MOUNT LANZEROTTI

 N/A

N/A

N/A

 USGS

 N/A

  N/A

E16S

I

MOUNT CAHILL

74 52 44.887

071 13 48.716

1753

 USGS

3

4

E2M

I

MOUNT CARRARA

N/A

N/A

N/A

 USGS

N/A

  N/A

G2M

I

WHISTLER NUNATAK

N/A

N/A

N/A

 USGS

N/A

  N/A

 MIDNIGHT

 O

 48

74 57 50.979

069 07 33.642

1644.4

USGS

1

1

I2M

I

MOUNT MENDE

N/A

N/A

N/A

 USGS

N/A

  N/A

P1

I

DOPPLER NUNATAK

N/A

N/A

N/A

 USGS

N/A

  N/A

T15S

1

MOUNT CAHILL

74 55 32.436

070 12 57.752

1592

 USGS

3

4

U15S

I

N/A

74 50 46.782

069 14 03.313

1769

USGS

3

4

 

 

Horizontal Datum - The positions are based on WGS 66 datum. The adjusted network was fitted to the geoceiver stations 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