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COORDINATE SYSTEMS

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SCHOOL OF ARCHITECTURE, PLANNING & GEOMATICS. UNIVERSITY OF CAPE TOWN. Co-ordinate Systerms and Datums in Africa. OUTLINE : Definitions ... – PowerPoint PPT presentation

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Title: COORDINATE SYSTEMS


1
CO-ORDINATE SYSTEMS DATUMS IN AFRICA
CHARLES L MERRY SCHOOL OF ARCHITECTURE,
PLANNING GEOMATICS UNIVERSITY OF CAPE TOWN
2
  • OUTLINE
  • Definitions
  • Classical Datums
  • Datums and Projections in Africa
  • Problems
  • The Future

3
  • REFERENCE SYSTEM
  • A three-dimensional cartesian co-ordinate
    system, where the origin and scale are
    defined, as are the directions of the
    three axes.
  • An example is the ITRS
  • geocentric - centre of mass of the Earth,
    including oceans and atmosphere
  • orientation given by the BIH orientation (mean
    pole, mean Greenwich meridian)

4
  • REFERENCE FRAME
  • Practical realisation of a reference system,
    using co-ordinates (and velocities) of a
    number of sites

An example is the ITRF2000, where the
co-ordinates and velocities are given for some
200 tracking stations distributed around the
world.
5
  • CO-ORDINATE SYSTEM
  • Type of co-ordinate used to describe the
    position of a point

Examples are Cartesian (3D) -
X, Y, Z
(2D) - y, x or E, N
Ellipsoidal (geographical) - f, l,
h Polar -
r, a, q
6
  • REFERENCE ELLIPSOID
  • Solid body formed by rotating an ellipse
    around its minor axis

There are many geodetic reference ellipsoids,
defined by either a, b or by a, f.
Examples Clarke 1866Clarke 1880
(modified)Bessel 1841International 1924WGS84
7
  • ELLIPSOID / SPHEROID
  • Spheroid is a sphere-like body
  • In Europe and elsewhere, Spheroid generally
    means a more complex body than an
    Ellipsoid.
  • In England, Spheroid is identical to
    Ellipsoid.

8
  • GEODETIC DATUM
  • A specific ellipsoid in a specific position
    and orientation with respect to the Earth.
    Generally NOT geocentric, but with axes
    nearly parallel to those of the ITRS.

There are many examples, to be discussed
later.Normally, the co-ordinate system
associated with this datum is the ellipsoidal (f,
l, h).
9
  • ELLIPSOID / DATUM
  • There are many ellipsoids and many (more)
    datums. There is not a one-to-one
    correspondence between them. One
    ellipsoid can be used for several datums.

Datum 1
Datum 2
Ellipsoid A
Datum 3
10
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11
  • PROJECTION
  • A geometrical or mathematical projection of
    the surface of the ellipsoid onto a plane.

2D cartesian co-ordinates (y, x or E, N) on the
surface of the plane are used for mapping and
surveying tasks.
12
  • PROJECTION / DATUM
  • There are many projections and many datums.
  • Applying the same projection to two different
    datums will result in two different sets
    of plane co-ordinates for the same
    points.
  • Applying two different projections to the
    same datum will result in two different
    sets of plane co-ordinates for the same
    points.

13
  • DATUM DEFINITION
  • Choose a specific ellipsoid
  • Choose it's orientation three translations,
    three rotations

14
  • CLASSICAL DATUM DEFINITION
  • Choose a specific ellipsoid
  • Define an initial point, and the orientation
    of the ellipsoid wrt the geoid

Position f, l, N Orientation x, h, a
15
  • CLASSICAL DATUM DEFINITION - 2
  • Generally, deflections of the vertical (x, h)
    and geoidal height (N) are chosen to be
    zero at initial point
  • This implies that ellipsoidal position is set
    equal to astronomic position at initial
    point, and ellipsoidal height is set equal
    to orthometric height (above (MSL)
  • This leads to a datum which is non-geocentric

16
  • DATUMS IN AFRICA
  • A legacy of the Colonial era - datums based
    upon ellipsoids determined by European
    geodesists
  • Classical approach used astronomically-define
    d origin ellipsoid from Europe classical
    triangulation
  • Many so-called "datums" are just
    re-computations of all or part of existing
    networks, using the same initial point
    e.g. the Arc 1950, Arc 1960, Circuit datums

17
  • ELLIPSOIDS IN AFRICA
  • Bessel 1841 Eritrea, Namibia
  • Clarke 1866 Angola, Mozambique
  • Clarke 1880 Algeria, Botswana, Burkina
    Faso, Burundi, Cameroon, Chad, Congo,
    DRC, Ethiopia, Gabon, Ghana, Guinea,
    Kenya, Lesotho, Liberia, Malawi, Mali, Morocco,
    Niger, Nigeria, Senegal, Tanzania, Tunisia,
    Zambia, Zimbabwe
  • International 1924 Bissau, Egypt,
    Guinea-Bissau, Libya, Madagascar, Tunisia
  • Krassovsky 1940 Somalia

18
  • AFRICAN DATUMS

Sources NIMA TR8350.2 C Mugnier
(PERS) EPSG Database
19
  • PROJECTIONS IN AFRICA
  • Mapping of ellipsoidal co-ordinates (f, l) to
    a plane
  • Common Projections
  • Universal Transverse Mercator (UTM)
  • Transverse Mercator / Gauss Conform / Gauss
    Krüger
  • Lamberts Conformal Conic
  • Labordes

20
  • PROJECTIONS IN AFRICA - 2
  • Remember that the same projection applied to
    two different ellipsoids will yield two
    different sets of plane co-ordinates
  • The same projection applied to the same
    ellipsoid, on different datums, will
    yield two different sets of plane
    co-ordinates

21
  • PROJECTIONS IN AFRICA - 3
  • Example Gauss Conform projection on Cape datum
    yields co-ordinates for the same point that
    differ by up to 300m from Gauss Conform
    projection on the Hart94 datum

Acknowledgements Chief Directorate of Surveying
Mapping
22
  • PROBLEMS

A multitude of different datums, different
ellipsoids and different projections
? Variations on the same datum Point 58
/ Adindan / Blue Nile Cape / Arc 1950 / Arc
1960 / Circuit ? Variations on the same
ellipsoid Clarke 1880 (modified) - Arc /
IGN / RGS ? Variations on the same projection
Transverse Mercator different origins and
false origins, different scale factors
23
  • PROBLEMS - CONSEQUENCES
  • Confusion within countries as to appropriate
    datums, projections and transformations to
    use
  • Confusion and conflict regarding
    international borders
  • Confusion and delays in cross-border projects
    - boundary definition, transport
    corridors, mapping, exploitation of
    mineral resources

24
  • THE FUTURE
  • AFREF - a single consistent co-ordinate
    frame
  • Establishment of a network of permanent GNSS
    stations is only the FIRST step
  • The next step is to tie the existing networks
    into this frame, establishing the
    necessary transformations between the
    local datum at the ITRF
  • Ideally, also converting all co-ordinated
    points and maps to the ITRF
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