MOUNT GALLA

 

NO NUMBER ASSIGNED

 

75º - 76º S, 124º 30' - 129º 15' W


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QUADRANGLE

C0NTROL

NETWORK

SATELLITE

IMAGERY

AERIAL

PHOTOGRAPHY

CONTROL

POINTS

 HANDHELD GROUND PHOTOGRAPHY

FLIGHT

LINE

MAP

 


Satellite Imagery

FULL Scene (185 km x 185 km)

Landsat 5: LT5015114008635710
Path 015 Row 114 - 23 December 1986
Quad map outlined in red. Up in image is roughly 35 degrees True.
Sun elev: 27 deg / Sun azimuth: 78 deg
Click on image to view larger version
B&W: 207K 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, and values in parenthesis on the flight lines indicate starting amd ending frame #'s.

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 161K jpeg)

 

 

TMA572-79R

12/06/60

 

 

TMA573-232L

12/06/60

 

 

TMA574-233L

12/06/60

 

 

TMA1544-34L

01/01/65

 

 

TMA1626-202L

02/08/65

 

 

TMA1726-11L

01/06/66


Hand Held Ground Photography - Take on The Byrd Station Traverse 1959-60

(click on photos to view larger version; average size 92K jpeg)

 

Mile 639

Hand held 1

01/05/60

 


 

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


 

MARIE BYRD LAND CONTROL
Flood Range to Mount Murphy Area
1967-68 Season
Engineers: Jack Harry, Charles Henkle, Lenny Hill, Tom Taylor
Terrestrial survey network employing Wild T-2 theodolite for angular measurements and Electro-tapes for distance measurements.
DKM-3A used for astro measurements.
 
BYRD STATION TRAVERSE
1959-60 Season
Engineer: William H. Chapman
Intersected peak positions determined from the solar position of M639
Elevations determined by altimeter traverse based on Byrd Station elevation of 1530 meters
Wild T-2 used for angular 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

 RELATIVE STRENGTH OF POSITION+

LOIS

O

2464/K5/621

75 56 28.293

125 51 33.804

2510.7

USGS

1

M639

O

MILE 639

75 42 41

125 37 53

1690

USGS

1

 

Horizontal Datum - Positions are based on the Astronomic Position of Snoopy Astro determined during the 1966-67 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 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.

The Marie Byrd Land survey networks are individual networks with positions based on astronomic observations taken during the field season of that survey and were established to provide control for mapping using aerial photographs.