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Map Projections

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Geoid is a surface of constant gravity. Topographic surface. Ellipsoid. Sea surface ... Elevation is measured from the Geoid. Standard Vertical Geodetic Datum ... – PowerPoint PPT presentation

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Title: Map Projections


1
Map Projections
  • Francisco Olivera, Ph.D., P.E.
  • Srikanth Koka
  • Department of Civil Engineering
  • Texas AM University

2
Overview
  • Geodetic Datum
  • Map Projections
  • Coordinate systems
  • Viewing,Defining,Changing Projections

3
Definition
  • A geodetic datum defines the size and shape of
    the earth, and the origin and orientation of the
    axis used to define the location of points.
  • Over time, geodetic data have evolved from simple
    flat surfaces and spheres to complex ellipsoids.
  • Flat earth models can be accurate over short
    distances (i.e., less than 10 Km), spherical
    earth models for approximate global distance
    calculations, and ellipsoidal earth models for
    accurate global distance calculations.

4
Shape of the Earth
... when it is actually an ellipsoid, slightly
larger in radius at the equator than at the poles.
We think of the earth as a sphere ...
5
Ellipse
Z
  • An ellipse is defined by
  • Focal length ?
  • Flattening ratio f (a-b)/a
  • Distance F1-P-F2 is constant for all points P on
    ellipse
  • When ? 0 then ellipse circle

b
F2
O
a
F1
X
?
?
  • For the earth
  • Major axis a 6378 km
  • Minor axis b 6357 km
  • Flattening ratio f 1/300

P
P
6
Earth Surfaces
Sea surface
Ellipsoid
Topographic surface
Geoid
Geoid is a surface of constant gravity.
7
Standard Ellipsoids
Ref Snyder, Map Projections, A working manual,
USGS Professional Paper 1395, p.12
8
Standard Horizontal Geodetic Data
  • NAD27 (North American Datum of 1927) uses the
    Clarke (1866) ellipsoid.
  • NAD83 (North American Datum of 1983) uses the
    GRS80 ellipsoid.
  • WGS84 (World Geodetic System of 1984) uses GRS80.

9
Elevation
P
z zp
Topographic Surface
z 0
Mean Sea level Geoid
Elevation is measured from the Geoid
10
Standard Vertical Geodetic Datum
  • A vertical datum defines elevation z, taking into
    account a map of gravity anomalies between the
    ellipsoid and the geoid.
  • NGVD29 (National Geodetic Vertical Datum of
    1929).
  • NAVD88 (North American Vertical Datum of 1988).

11
Overview
  • Geodetic Datum
  • Map Projections
  • Coordinate systems
  • Viewing,Defining,Changing Projections

12
Map Projections
  • A map projection is a mathematical algorithm to
    transform locations defined on the curved surface
    of the earth into locations defined on the flat
    surface of a map.
  • The earth is first reduced to a globe and the
    projected onto a flat surface.

13
Map Projection
Projection
Scale
Scale Fraction Map distanceGlobe distance
Representative Fraction Globe distanceEarth
distance
(e.g. 124,000)
(e.g. 0.9996)
14
Distortion Projected Maps
  • In the process of transforming a curved surface
    into a flat surface, some geometric properties
    are modified.
  • The geometric properties that are modified are
  • Area (important for mass balances)
  • Shape
  • Direction
  • Length
  • The difference between map projections has to do
    with which geometric properties are modified.
  • Depending on the type of analysis, preserving one
    geometric property might be more important that
    preserving other.

15
Distortion Projected Maps
  • Conformal projections Preserves local shapes.
  • Equal area projections Preserves the area of
    displayed
  • Equidistant projections Preserves the distances
    between certain points.

16
Types of Projections
  • Conic Screen is a conic surface. Lamp at the
    center of the earth. Examples Albers Equal Area,
    Lambert Conformal Conic. Good for East-West land
    areas.
  • Cylindrical Screen is a cylindrical surface.
    Lamp at the center of the earth. Examples
    (Transverse Mercator). Good for North-South land
    areas.
  • Azimuthal Screen is a flat surface tangent to
    the earth. Lamp at the center of the earth
    (gnomonic), at the other side of the earth
    (stereographic), or far from the earth
    (orthographic). Examples Lambert Azimuthal Equal
    Area. Good for global views.

17
Conic Projections
Albers and Lambert
18
Cylindrical Projections
Mercator
Transverse
Oblique
Tangent Secant
19
Azimuthal
Lambert
20
Albers Equal-Area Conic
21
Lambert Conformal Conic
22
Universal Transverse Mercator
23
Lambert Azimuthal Equal-Area
24
Overview
  • Geodetic Datum
  • Map Projections
  • Coordinate systems
  • Viewing,Defining,Changing Projections

25
Coordinate Systems
  • A coordinate system is used to locate a point of
    the surface of the earth.

26
Coordinate Systems
  • Global Cartesian coordinates (x,y,z) for the
    whole earth.
  • Geographic coordinates (f, l, z) for the whole
    earth.
  • Projected coordinates (x, y, z) on a local area
    of the earths surface.

The z-coordinate in Global Cartesian and
Projected coordinates is defined geometrically
and in Geographic coordinates gravitationally.
27
Global Cartesian Coordinates
Z
Greenwich Meridian
O

Y
X
Equator
28
Geographic Coordinates
(0ºN, 0ºE) Equator, Prime Meridian
Longitude line (Meridian)
Latitude line (Parallel)
N
N
W
E
W
E
S
S
Range 90ºS - 0º - 90ºN
Range 180ºW - 0º - 180ºE
29
If the Earth were a Sphere
Length on a Meridian AB R Df (same for all
latitudes)
r
D
r
Dl
C
B
Df
0 N
R
Length on a Parallel CD r Dl R Cosf
Dl (varies with latitude)
A
30
If the Earth were a Sphere
  • Example
  • What is the length of a 1º increment on a
    meridian and on a parallel at 30N, 90W? Radius of
    the earth R 6370 km.
  • Solution
  • A 1º angle has first to be converted to radians
  • p radians 180, so 1º p/180 3.1416/180
    0.0175 radians
  • For the meridian DL R Df 6370 Km 0.0175
    111 km
  • For the parallel DL R Cosf Dl 6370 Cos30
    0.0175 96.5 km
  • Meridians converge as poles are approached

31
Cartesian Coordinates
A planar cartesian coordinate system is defined
by a pair of orthogonal (x,y) axes drawn through
an origin.
Y
X
Origin
(xo,yo)
(fo, lo)
32
Geographic Transformations
  • Moving data between coordinate systems may
    include transformation between the geographic
    coordinate systems.
  • United states uses a grid-based method for
    conversions NADCON
  • NADCON NAD 1927 and other older GCS to NAD 1983

33
Coordinate Systems
  • Universal Transverse Mercator (UTM) - a global
    system developed by the US Military Services.
  • State Plane - civilian system for defining legal
    boundaries.

34
Universal Transverse Mercator
  • Uses the Transverse Mercator projection.
  • 60 six-degree-wide zones cover the earth from
    East to West starting at 180 West.
  • Each zone has a Central Meridian (lo).
  • Reference Latitude (fo) is the equator.
  • (Xshift, Yshift) (xo,yo) (500,000, 0) in the
    Northern Hemisphere.
  • Units are meters

35
UTM Zone 14
-99
-102
-96
6
Equator
Origin
-90
-120
-60
36
State Plane (USA only)
  • Defined for each State in the United States.
  • East-West States (e.g. Texas) use Lambert
    Conformal Conic, North-South States (e.g.
    California) use Transverse Mercator.
  • Texas has five zones (North, North Central,
    Central, South Central, South) to give accurate
    representation.
  • Greatest accuracy for local measurements

37
Overview
  • Geodetic Datum
  • Map Projections
  • Coordinate systems
  • Viewing,Defining,Changing Projections

38
Viewing the Layer Projection
  • In ArcCatalog, right click on the layer, and then
    click Properties.
  • In the window that opens up, click on the Fields
    tab, and then on Geometry under Data Type column.
  • Finally, in the Field Properties frame, click on
    the button located on the Spatial Reference row
    to open the Spatial Reference Properties window.
  • In the Spatial Reference Properties window, the
    layer projection is displayed in the Coordinate
    System tab, and the coordinate rage in the X/Y
    Domain tab.

39
Defining the Layer Projection
  • In the Spatial Reference Properties window, one
    can Select, Import, create a New, Modify or Clear
    the layer projection.
  • For projecting on-the-fly, the layer projection
    has to be defined.

40
Viewing/Modifying the Data Frame Projection
  • The Data Frame projection is user-defined. All
    Data Frames have a projection. If not modified by
    the user, the projection is the one of the first
    layer added to it.
  • To view/modify the Data Frame projection, in
    ArcMap, right-click on the Data Frame name and
    then click on Properties to open the Data Frame
    Properties window.
  • In the Data Frame Properties window, one can
    select, Import or create a New projection.

41
Projection On-The-Fly
  • All layers (with projection defined) are
    automatically projected on-the-fly to the data
    frame coordinate system when they added to the
    data frame.
  • If the data frame projection is modified, all its
    layers (with projection defined) are
    automatically projected on-the-fly.
  • A layer, whose projection is not defined, cannot
    be projected on-the-fly and is displayed
    according to its coordinate values.
  • If a layer, whose projection is not defined, is
    added to a data frame that has the same
    projection, the layer will be displayed in the
    correct location.
  • A layer can be exported either with its original
    projection or with data frames projection.
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