MOUNT MURPHY

 

SS 10-12_16

 

75º - 76º S, 108º - 112º 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: LT4004114008904010
Path 004 Row 114 - 02 January 1988
Quad map outlined in red. Up in image is roughly 35 degrees True.
Sun elev: 18 deg / Sun azimuth:76 deg
Click on image to view larger version
B&W: 230K jpeg (12 pixels/inch)

 


TMA FLIGHT LINE Map and Control Point Locations

 

 

Detailed blowup of Mount Murphy

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 200K jpeg)

 

 

 

TMA1719-132L

01/05/66

 

 

TMA1719-136L

01/05/66

 

TMA1720-229L

01/05/66

 

 

TMA1720-229R

01/05/66

 

 

TMA1721-320R

01/05/66

 

 

TMA1721-323R

01/05/66

 

 

TMA1859-14V

11/28/66

 

 

TMA1859-16V

11/28/66

 


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

Terrestial survey network employing Wild T-2 for angular measurements and Electro-tapes for distance measurements.

DKM-3A was used for astro measurements.


BYRD STATION TRAVERSE

1959-60 Season

Engineer: William H. Chapman

Intersected peak positions determined from primary traverse stations determined by solar position at M258 (Adjusted to Marie Byrd Land Electronic Traverse of 1966-67-68).

Elevations determined by altimeter traverse based on Byrd Station elevation of 1530 meters. (The altimetry elevations have been adjusted to agree with the elevations determined from the Marie Byrd Land Electronic Traverse of 1966-67-68).

 

Wild T-2 used for angular measurements.


STANFORD UNIVERSITY TRAVERSE

(KOHLER RANGE CONTROL)

1960-61 Season

Dale R. Reed

Intersected peak position determined from the solar position of VLF #2 (adjusted to Byrd Station Traverse 1959-60).

Elevations determined by altimeter traverse based on Byrd Station elevation of 1530 meters.

 

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+

A

 I

 1096

 75 19 48

 110 54 31

 -

 SU

 3

B

 I

 1097

 75 20 07

 110 53 47

 -

 SU

 3

B11T

  I

 C5/722 /1100 

 75 20 42

 110 43 34

  2703

USGS

  3

C

I

 1098

 75 20 19

 110 52 01

 2446

 SU

 3

C11T

 I

 2511

75 19 54.2 

111 18 46.9 

 555.1 

USGS 

 3

CHEU

 O

 2444

 75 16 53.859

 110 32 00.169

 1444.3

USGS

 1

D

 I

 1099

 75 19 26

 110 49 59

 2424

 SU

 3

F

 I

 1101

  75 24 06

  110 29 20

 2146

 SU

  3

VLF2

 O

 1103

 75 34 45

 110 47 04

 735

 SU

 1

Z

  I

  1103

 75 23 01

 111 02 28

 1350

 SU

 3

 

Horizontal Datum - Positions are based on the Astronomic Position of Toney Astro determined during the 1967-68 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.

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.