MOUNT SIDLEY

 

NO NUMBER ASSIGNED

 

76º - 77º S, 124º - 130º W


Go to:

 

QUADRANGLE

C0NTROL

NETWORK

SATELLITE

IMAGERY

AERIAL

PHOTOGRAPHY

CONTROL

POINTS

FLIGHT LINE

MAP

 


Satellite Imagery

FULL Scene (185 km x 185 km)

Landsat 5: LT5013115008635910
Path 013 Row 115 - 25 December 1986
Quad map outlined in red. Up in image is roughly 35 degrees True.
Sun elev: 26 deg / Sun azimuth: 82 deg
Click on image to view larger version
B&W: 276K jpeg (12 pixels/inch)
 

FULL Scene (185 km x 185 km)

Landsat 4: LT4014115009004910
Path 014 Row 115 - 18 February 1990
Quad map outlined in red. Up in image is roughly 35 degrees True.
Sun elev: 14 deg / Sun azimuth: 79 deg
Click on image to view larger version
B&W: 184K 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)

 

TMA571-09L

01/06/60

 

 

TMA571-14L

01/06/60

 

 

TMA572-141L

01/06/60

 

 

TMA572-146L

01/06/60

 

 

TMA572-152R

01/06/60

 

 

TMA573-162V

01/06/60

 

 

TMA573-169R

01/06/60

 

 

TMA573-171R

01/06/60

 

 

TMA573-173R

01/06/60

 

 

TMA574-301R

01/06/60

 

 

TMA582-42R

01/06/60

 

 

TMA582-47R

01/06/60

 

 

TMA1359-185L

10/01/64

 

 


 

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.
 
EXECUTIVE COMMITTEE RANGE TRAVERSE
1959-60 Season
Engineer: William H. Chapman
Intersected peak positions determined from primary traverse stations determined by solar position at M239, M217, and M298.
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+

ANN

U

2439

77 03 31.656

126 24 13.806

2704.0

USGS

1

A3

I

233

77 07 54

125 58 01

2134

USGS

3

B3

I

234

77 07 20.7

126 04 07.O

2675

USGS

3

 C3

I

235

75 05 09

125 55 05

2763

USGS

3

E3

I

617

77 06 26

125 46 23

2595

USGS

3

G3

I

237

77 10 26.7

125 55 05.0

2815

USGS

3

I10T

1

2491/P3/271

77 02 26.6

126 06 17.4

4287.4

USGS

3

 M239

O

MILE 239

77 05 42

124 25 00

2076

 USGS

1

M271

O

MILE 217

77 11 36

125 52 00

1943

USGS

1

M298

O

MILE 298

77 36 06

125 01 00

1822

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.