Title: Map Projections and Datums of the Atlantic Provinces Making it Fit - or - Having a Fit by M. Donnelly
1Map Projections and Datumsof the Atlantic
ProvincesMaking it Fit - or - Having a Fit by
M. Donnelly D. Raymondrevised - 2002With
selected slides from Vic Dohar, Geoscience
Information Division, Cartography Section,
Natural Resources Canada, Ottawa
2(No Transcript)
3Map Projection Basics
- Map projections are mathematical formulas for
transforming coordinates from a three-dimensional
space to a two-dimensional space. - The two-dimensional space is referenced in a
Cartesian coordinate system, where feature
coordinates are represented in distances measured
from the X and Y axis. The origin has an X and Y
value of 0, and coordinates may be represented in
either positive or negative values.
4Map Projection Basics
- The purpose of a map projection is to represent
features on the Earths surface as accurately as
possible in relationship to the spatial
properties of shape, area, scale and direction. - Map projections that preserve these properties
are known as conformal, equal-area, equidistant
and azimuthal respectively. - Some level of distortion is always present in a
map projection. By definition, they are a
compromise of error and distortion.
5Projection Properties
- SHAPE Conformal maps preserve local shape,
- AREA Equal-area or equivalent maps retain
all areas at the same scale - SCALE Equidistant maps maintain certain
distances - DIRECTION Azimuthal maps express certain
accurate directions.
6SHAPE - Conformal
7AREA - Equal-Area
8SCALE - Equidistant
9AZIMUTHAL - Direction
10Map Projection Basics
- The categories are
- 1) Cylindrical
- 2) Conic
- 3) Planar or azimuthal
- 4) Mathematical
- can be constructed graphically - from a sphere
11Map Projection Basics
- Cylindrical projections are conformal.
- UTM and MTM are examples of cylindrical
- Projections.
12Map Projection Basics
- Conic projections can be either conformal,
equal-area or equidistant, depending on the
complexity.
13Map Projection Basics
- Planar or Azimuthal projections display
true-direction.
14Source of ProjectionORTHOGRAPHIC
15Source of ProjectionSTEREOGRAPHIC
16Source of ProjectionGNOMONIC
17Map Projection Basics
- The three main projections may intersect and pass
through the earth. - These are called secant projections
- 1) Secant Cylindrical 2) Secant Conic 3)
Secant Planar or azimuthal
18Map Projection Basics
Secant Cylindrical projections have 2 lines of
intersection
19Map Projection Basics
Secant Conic projections have 2 standard
parallels
20Map Projection Basics
- Secant Planar or Azimuthal projections have
- a radius of intersection from the origin.
21Projections
- Conformal Transverse Mercator, Stereographic,
- Lambert Conformal Conic
- Equal-Area Albers
- Equidistant Equidistant Conic (Simple Conic)
- Azimuthal Stereographic
22Nova Scotia Projections
- Commonly used projections for Nova Scotia
- 1) UTM - Universal Transverse Mercator
- 125000 (old) 150000 1250000 1500000
- 2) MTM - Modified Transverse Mercator
- 11000 12000 15000 110000
- 3) Lambert - Lambert Conformal Conic
- 12000000
-
23Universal Transverse Mercator
- Nova Scotia 6º UTM
- The UTM is a world wide military mapping
projection that divides the Earth into 60 zones
of 6 degrees of longitude. - UTM is a secant cylindrical projection.
24Universal Transverse Mercator
25Northings and Eastings
- The scale factors in each UTM zone varies from
0.999600 at the central meridian values are
greater than 1.0 on east and west outer portions
of the zones.
26Universal Transverse Mercator
Across Nova Scotia there are 3 UTM zones numbered
19, 20, and 21 from West to East. Only small
amounts of Nova Scotia fall within zones 19 and
21. Therefore it is reasonable to push all of
Nova Scotia into ZONE 20 with tolerable scale
error.
27Modified Transverse Mercator
- Nova Scotia 3º Modified Transverse Mercator
- (3º MTM)
- Provincial base mapping and legal surveys are
referenced to the 3º MTM projection. - The scale factors in each MTM zone varies from
0.999900 at the central meridian values greater
than 1.0 on east and west outer portions of the
zones.
28Modified Transverse Mercator
- 3 wide MTM Zones in Nova Scotia
Zone 5 Zone 4
- 64.5 - 61.5
Across Nova Scotia there are 2 zones numbered 4
and 5 from East to West. False Easting for zone
4 is 4,500,000. False Easting for zone 5 is
5,500,000.
29Newfoundland Labrador 3MTM
Note that Zone 3 is calculated with the
Stephenville Shift, CM 5830, to accommodate
the community of Stephenville. False Easting for
each Zone is 304800m.
30New Brunswick PEIOblique Stereographic Double
Projection
- This is a conformal projection selected to
provide slightly higher accuracy than other
solutions (i.e. MTM) - Reasonable distribution of error
- Single zone solution
- Secant Azimuthal
31New Brunswick PEIOblique Stereographic Double
Projection
32New Brunswick PEIOblique Stereographic Double
Projection
33New Brunswick PEIOblique Stereographic Double
Projection
34New Brunswick PEIOblique Stereographic Double
Projection
New Brunswick Origin 4630 N 6630 W False
Northing 800000mN False Easting 300000mE Scale
at centre of projection 0.999912 Prince Edward
Island Origin 4715 N 6300 W False
Northing 400000mN False Easting 700000mE Scale
at centre of projection 0.999912
35Datum Basics
- A datum is a set of parameters defining a
coordinate system, and a set of control points
whose geometric relationships are known, either
through measurement or calculation. All datums
are based upon an ellipsoid (or spheroid), which
approximates the shape of the Earth. - Required for accurate mapping at scales larger
than 1500,000 (local maps) - Smaller scale maps are derived from the Sphere
36Spheroid Definition
- The size of a circle is defined by its radius.
The size and shape of an ellipse is defined by
two different radii, a semi-major and semi-minor
axis. Just as rotating a circle about an axis
defined by its diameter will create a sphere,
rotating an ellipse about its axis will produce
an ellipsoid. An ellipsoid that approximates a
sphere is called a spheroid. These two terms are
used interchangeably in the literature, despite
their technical differences. - An ellipsoid used to derive coordinates for
mapping purposes is sometimes called a reference
ellipsoid.
37The Reference Ellipsoid
38Latitude Longitude Shifts
39Atlantic Provinces
- Datums used almost exclusively in Atlantic
Canada - 1) North American Datum of 1927 (NAD27)
-
- 2) Average Terrestrial System of 1977
(ATS77) - 3) North American Datum of 1983 (NAD83)
-
40North American Datum 1927
- The North American Datum of 1927 uses the Clarke
spheroid of 1866 to represent the shape of the
Earth. The origin of this datum is a point on the
Earth - Meades Ranch, Kansas. Many NAD27 control
points were calculated from observations taken
during the 1800s. These calculations were done
manually and in sections over many years,
therefore errors varied from station to station
and were cumulative.
41Local Datum (NAD 27)
North American Datum 1927 (NAD27) Reference point
at Meades Ranch, Kansas
42 Average Terrestrial System of 1977 (ATS77)
- The Maritime Provinces have used a DATUM
definition called ATS77 or Average Terrestrial
System. This definition was realized in 1979 and
implemented by LRIS under the Council of Maritime
Premiers. ATS77 was seen as an interim definition
(pending release of NAD83) - much more accurate
than NAD27. - This local datum has been supported only by
Canadian software vendors (CARIS/USL, NSGC and
FME) until recently. - The close resemblance to WGS - World Geodetic
System 1972 (WGS72) permits spheroid substitution
where sub-metre accuracy is not required over a
large region.
43North American Datum 1983
- Many technological advances in surveying and
geodesy have revealed weaknesses in the network
of control points in NAD27, particularly when
linking existing control with newly established
surveys. NAD83 allows for a single datum or
control network to cover North America
consistently, by having the origin of the datum
as the Earths center of mass (Geocentric). - NAD83 is derived from both Earth and satellite
observations and uses the GRS80 spheroid.
44Commonly used Spheroids/Ellipsoids
- Name Semi-major Semi-minor Assoc.
Projection/Datum - Sphere 6370997 6370997 Geographic
- Clarke 1866 6378206.4 6356583.8 UTM(NAD27)
- WGS72 1972 6378135 6356750.519915
- ATS77 1977 6378135.0 6356750.305 MTM(ATS77)
- GRS80 1980 6378137 6356752.3141 UTM(NAD83)
- WGS84 1984 6378137 6356752.31 GPS
- Notes
- Because WGS72 and ATS77 are almost identical we
can obtain sub-metre accuracy using WGS72 for
ATS77. In software packages not supporting
ATS77, this is the only option.
45Earth-Centred Ellipsoid vs. Local Datum
46Know your data
- Understanding the coordinate system defined in
NTS data is critical in geo-referencing and
overlaying thematic data. Geomatics Canada
includes a header file that defines the
coordinate system of NTS data. The following
example lists NTS data in NAD83 on the UTM
projection - The North American Datum of 1983 (NAD83) is used
as the reference system for the planimetric
coordinates (X,Y) of NTDB entities. - The coordinates are projected on the Universal
Transverse Mercator (UTM) grid, which is based on
the GRS80 reference ellipsoid. - Elevations are expressed in reference to mean sea
level (Canadian Vertical Geodetic Datum).
47Datum Transformations
- Datum transformations are defined shifts in
latitude and longitude values at specific points
on the Earths surface. Transformations exist
between NAD27, ATS77 and NAD83. - CAUTION Significant errors can result when
attempting to convert one datum to another if no
official transformation exists between them.
Even though your software will allow it, the
results will be incorrect.
48Datum Transformations
- A datum transformation alters two things
- 1) The location of longitude and latitude
lines, - due to the change in reference ellipsoid
- 2) The shift in features due to different
datums
49Datum Transformations
50Datum Transformations
51Datum Transformations
- The following diagrams display the datum
transformation performed by Geomatics Canada on
an NTS sheet from NAD27 to NAD83. These
illustrations show why there will always be data
that is missing or extending beyond the neatline
of your map when performing datum transformations.
52Datum Transformations
- The NTS sheet in NAD27. Longitude and latitude
lines are based on the Clarke 1866 spheroid and
form the neatline of the map.
53Datum Transformations
- The NTS sheet with the datum transformation
applied.
54Datum Transformations
- The NTS sheet in NAD83 with latitude and
longitude lines based on GRS80 spheroid. These
form the neatline for the NTS sheet in NAD83.
55Datum Transformations
- Areas in red are clipped and appended to
adjoining sheets.
56Datum Transformations
- Areas in orange are appended from adjoining NTS
sheets to complete NTS sheet in NAD83.
57Datum Transformations
- Actual neatline from 11D/12 (1996-UTM NAD83) with
hydrography layer shown in blue
DX 9.51mm DY -3.31mm
58THANK YOU
Selected References 1989 - J.P. Snyder, Map
Projections - A Working Manual 1993 - J.P.
Snyder, Flattening the Earth 1950 - W.
Chamberlin, Round Earth on Flat Paper 1979 - P.
McDonnell, Jr., Introduction to Map
Projections 1976 - H. Roblin, Map Projections