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All Topo Map V7 Coordinate,
Projection and Datum Support
Quick
Links Coordinate Styles:
[ DMS ] [ DM ] [ D.d
] [ UTM ] [ State Plane ] [ PLS
] [ Free Form ]
Quick Links Concepts:
[ Datum ] [ Datum
conversion NADCON/ Molodensky ] [ Distance ]
[ Relative Coordinate ]
All Topo Maps V7 supports all reasonable
coordinate styles, datum and projections.
Latitude
/ Longitude DMS.s
You
can enter coordinates with dialog based 'helper' boxes. To find a
Latitude/Longitude, Degree, Minute, decimal Second style coordinate
location, or enter it as a waypoint, press the 'Find Location' button:
then choose the 'DMS' tab:

Once
a coordinate is entered, it is automatically converted to all of the other
supported coordinate styles. You can customize each of the style
separately, and the coordinates can be highlighted and copied to the
Windows clipboard.
Latitude
/ Longitude DM.m
To
find a Latitude/Longitude, Degree, decimal Minute style coordinate
location choose the 'DM.m' tab:

Latitude
/ Longitude D.d
To
find a Latitude/Longitude, decimal Degree coordinate location choose the 'D.d'
tab:

UTM
(Universal Transverse Mercator) Coordinates
To
find a UTM Universal Transverse Mercator coordinate location choose the
'UTM' tab:

All
Topo fully supports alternate UTM datum and units (like feet and survey
feet)!
MGRS
Coordinates
To
find a Latitude/Longitude, decimal Degree coordinate location choose the 'D.d'
tab:

State
Plane Coordinates
To
find a state plane coordinate location choose the 'State Plane' tab:

Public
Land Survey (PLSS) Coordinates
The
optional 'PLS Tool' for the state map set is required to enable PLS
coordinates.
To
find a location using Township Range Section choose the 'PLS' tab:

All
Topo Maps will aliquot by section, half section, quarter section and
quarter-quarter section. You can choose a coordinate as aliquot center, or
one of the four corners (NW, NE, SE, SW).
Free
Form Coordinate
Styles
In addition to using the
coordinate entry boxes on the 'Find Location' tool, you can enter coordinates in
plain text format:

The All Topo engine
accepts a variety of coordinate entry
formats:
-
Latitude / Longitude : DMS.s, DM.m or D.d
-
Universal Transverse Mercator (UTM)
-
Military Grid Reference System (MGRS)
-
State Plane Coordinates (SPC)
-
Public Land Survey (PLS)
-
Relative coordinates (@...)
Once
you enter a coordinate, the All Topo engine will dependably 'figure-out'
what your intentions are.
The
engine uses a complex series of rules to interpret coordinates:
If you enter a number proceeded by the word
'Zone' or the letter 'Z', All Topo assumes you are specifying a UTM coordinate
and looks for two additional numbers, with optional units and datum, to be interpreted as
easting and northing:
1,689,810 Ft E, 14,940,739 Ft N Z13
WGS72
515,129.86 M E, 4,554,132.93 M N Z13
If no Zone or 'Z' is found, and 2, 4 or 6 unique
numbers are found; All Topo assumes you are entering a Latitude / Longitude
coordinate. Degree-minute-seconds (DMS.s), degree-minute (DM.m) and degree (D.d)
entries are supported:
41.140,278° N, 104.819,722° W 2
41° 8.416,7' N, 104° 49.183,3' W
41° 8' 25.000" N, 104° 49' 11.000" W
Any coordinate that is comprised of an
integer number,
followed by three letters, followed by 2, 4, 6, 8 or 10 number characters is
interpreted as a MGRS coordinate.
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13T ER 15130 54133
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10 number characters
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13T ER 1513 5413
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8 number characters
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13T ER 151 541
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6 number characters
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13T ER 15 54
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4 number characters
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13T ER 15 54
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2 number characters
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A coordinate that contains a valid State Plane
Zone code (like 'WYE') and two numbers is assumed to be a State Plane
Coordinate:
595,562.0 Ft E 172,734.5 Ft N WYE
A coordinate that contains 'SEC' (section) and
'PM' (principal meridian), 'SEC' and 'PRIN' or 'SEC' and a valid (princiapal
meridian code) is assumed to be a Public Land
Survey coordinate (the PLS option is required):
3,024
W 3,253 N from SE Sec 31 T 14N R 66W PM6
3,024 W 3,253 N from SE Sec 31 T 14N R 66W Sixth
Relative
Coordinates
In addition to fully-qualified coordinates, it
is possible to enter relative coordinates that specify a new coordinate at an
offset from a previous coordinate.
Relative coordinates always begin with the '@'
(ampersand) and specify a distance and bearing from the previous base location.
Relative coordinates may be stacked, however there must be a fully qualified
coordinate before the first relative coordinate. To specify a relative
coordinate you can enter:
Radial or Cartesian offsets with Rotation.
Example: up ¼ mile, right ½ mile, plus 2.4 rotation
'@ X=0.5 miles Y=-0.25 miles R=2.4'
Offset Direction: Bearing and North Reference.
Example:
'@ L=1.25 miles R=34.5' Compass bearing
or
'@ N55.5E 1.25 miles' Survey Angle
All Topo accepts True, UTM Grid, State Plane
Grid and Magnetic North references; and Great Circle (Lat/Lon), UTM Grid and
State Plane Grid projections. All Topo assumes True North Reference and Great
Circle (Lat/Lon) projections unless explicitly overridden.
Datum
The following table summarizes datum supported
by All Topo Maps V7:
|
Datum Code
|
Description
|
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NAD27
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NAD27 (NADCON Conversion)
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NAD83
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NAD83 (NADCON Conversion)
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WGS84
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WGS84 (Molodensky Conversion)
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NAD27CONUS
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NAD27 Continental United States
(Molodensky Conversion)
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NAD27CANADA
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NAD27 Canada (Molodensky Conversion)
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NAD27ALASKA
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NAD27 Alaska (Molodensky Conversion)
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WGS72
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WGS72 (Molodensky Conversion)
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Old Hawaiian
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Old Hawaiian (NADCON to NAD83, Molodensky
to others)
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International 1924
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(NADCON to NAD83, Molodensky to others)
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When entering coordinates using the "Find
Location" tool you indicate the coordinate datum using a dropdown box:

When entering a coordinate in an annotation
source file, you just append the datum code to the location:
42 23 24 N 109 26 24 W NAD83
What is Datum?
For maps that show a very large area of the
earth, it is sufficient to model the earth as a sphere. However for detailed
coordinate use, the earth must be treated as an oblate ellipsoid also called an
oblate spheroid (think of a basketball flattened at the North and South poles).
flattening ratio
= w/(w-h)
Two geometric constants are used to define the
ellipsoid, the semi-major (w) and semi-minor (h) radii. Typically we express
these constants as the semi-major axis and the flattening ratio.
While the flattening ratio is only about 1 part
in 300, it becomes an important part of equations modeling the earth and for
calculating geographic coordinates.
The choice of the reference ellipsoid has been a
major concern of geodesists since the early 18th century. In the 18th century
Isaac Newton postulated that the Earth should be slightly flattened at the
poles. The French Academy of Sciences in 1835 sent expeditions to Peru and
Lapland to measure meridians at widely separated latitudes. Following this
confirmation of Newton's hypothesis, there were 26 determinations of the Earth's
dimensions between 1799 and 1951.
The Bessel ellipsoid of 1841 was used in the
United States from 1844 until 1886 when the Clarke 1866 ellipsoid was adopted
and used for almost every map covering North America until the present time.
In 1909 John Hayford derived a reference
ellipsoid from U.S. Coast and Geodetic Survey measurements specific to the
United States. This ellipsoid was adopted by the International Union of Geodesy
and Geophysics (IUGG) in 1924 and is called the 'International Ellipsoid'. It is
currently used in many parts of the world (most maps of the Hawaiian Islands use
the International ellipsoid.) Because the Clarke 1866 ellipsoid was already so
prevalent in North America, it prevailed over the International Ellipsoid.With
the introduction of satellite data, it has been possible to more accurately
determine the ellipsoid. The U.S. military produced the World Geodetic System of
1966 and 1972 (WGS66 and WGS72). In 1980 the IUGG adopted the Geodetic Reference
System 1980 (GRS80) from which the National Geodetic Survey has based the North
American Datum 1983 (NAD83) replacement for the North American 1927 Datum
(NAD27). U.S. Military agencies also developed the World Geodetic System 1984
(WGS84), based upon GRS80, that is the native basis for the GPS measured
coordinate systems. The following list summarizes common datum used in the
United States:
|
Name
|
Date
|
Radius(M)
|
Radius(M)
|
Flattening
|
|
Clarke
|
1880
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6378249.1
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356514.9
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1 / 293.46
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Clarke
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1886
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6378206.4
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6356583.8
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1 / 294.98 (NAD27)
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International
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1924
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6378388
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6356911.9
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1 / 297
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WGS72
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1972
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6378135
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6356750.5
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1 / 298.26
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GRS80
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1980
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6378137
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6356752.3
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1 / 298.257
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NAD83
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1983
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6378137.0
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6356752.3
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1 / 298.257,222,101
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The U.S.G.S. is systematically converting many
maps to NAD83 datum. As a result, the coordinates of most points in the United
States change slightly from old NAD27 maps to new NAD83 maps. A location's
coordinate can change over 1,000 feet in some areas between NAD27 and NAD83!
Converting Between Datum
The conversion from NAD27 to NAD83 is not a
simple function. In fact, the conversion cannot accurately be expressed as a
function.
There are two common methods for converting
between NAD27 and NAD83/WGS84 datum for coordinates in the United States and its
territories:
NADCON interpolations use a grid of points
defining the difference between NAD27 and NAD83 coordinates. The grid points are
held in a matched series of .LAS and .LOS files generated by the National
Geodetic Survey (NGS), based upon very accurate terrestrial, gravity and GPS
measurements. Approximately 2 megabytes of data are required to hold complete
interpolation data for the United States.
Molodensky approximations use a set of spherical
constants to convert between NAD27 and NAD83 datum. Molodensky constants are
computed to minimize errors over a small local area and as a result there are
unique constants for Mexico, Continental United States (NAD27CONUS), Canada
(NAD27CANADA) and Alaska (NAD27ALASKA).
NADCON interpolations are almost perfect
conversions, but require large data files to cover the United States. NADCON
style conversions are not available for worldwide conversions.
The Molodensky equations (with a set of transformation coefficients optimized
for the local area) will convert from one datum to another and very closely
match NADCON style approximations. Molodensky Errors are typically less than 20
meters over the area of intended coefficient use.
All consumer (and most professional) GPS devices convert from WGS84 datum to
NAD27 / NAD83 datum using Molodensky approximations. Molodensky constants are
available for worldwide conversion and do not require the use of large data
files. However, it is very important to choose Molodensky constants that are
optimized for the local area.
When you enter a coordinate in All Topo Maps it
is assumed to be a NAD27 (NADCON) data coordinate. To enter a NAD83 coordinate
add 'NAD83' after the coordinate value. To indicate that the coordinate should
be treated as a CONUS Molodensky approximation, add NAD27CONUS after the
coordinate.
Distance
Units
All Topo Maps accepts the following units for
any horizontal distance measurement:
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Units
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Abbreviations
|
Description
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Meters
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M ME
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1.0 Meter
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Feet
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FE FT IFE IFT
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International Foot: 12.0 * 0.0254
Meter
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Survey Foot
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SFE SFT
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(1200.0 / 3937.0) Meters
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Miles
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MI
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5280.0 International Feet
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Nautical Mile
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NM
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6076.11549 Feet
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Yards
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YA YD
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3.0 * Feet
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Rods
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RO RD
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16.5 International Feet
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Poles
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PO
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16.5 International Feet
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Perch
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PE
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16.5 International Feet
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Chains
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CH
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66.0 International Feet
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Links
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LI LK
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1/100 Chain
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Varas
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VA
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33 1/3 inch
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If no units are specified, All Topo assumes that
distances are expressed in Meters.
[
back to V7 information ]
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