Longitude, Latitude and Datums

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    Longitude, Latitude AndDatums

    T.Ch.Hanuman Rao

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    World co-ordinate system

    http://localhost/var/www/apps/conversion/tmp/scratch_5/Dimensions_1_English.mov
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    The World Geodetic System, CoordinateSystems, & Projections

    Geographic: 38 41' 08.73" N 07708 08.37" W

    Cartesian: X= 1,109,928m Y= -4,860,097m Z= 3,965,162m

    UTM: 18 314251mE 4284069mN

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    Horizontal Datum - A base reference for a

    coordinate system. It includes the latitude andlongitude and orientation of an initial point oforigin of an ellipsoid that models the surface ofthe earth in the region of interest.

    Horizontal Datum

    Prime

    Meridian

    X

    Z

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    Satellite Observations of the Earth

    European Remote Sensing satellite, ERS-1 from 780Km

    ERS-1 depicts the eart

    shape without water an

    clouds. This image loo

    a sloppily pealed potat

    a smoothly shaped ellSatellite Geodesy has

    enabled earth scienet

    gain an accurate estim

    (+/- 10cm) of the geoce

    center of the of the earA worldwide horizontal da

    requires an accurate estimof the earths center

    C t f D t

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    Components of Datums

    WGS-84 Ellipsoid

    Semi-major Axis: a= 6371837 m

    Semi-minor Axis: b= 6356752.3142

    Flattening Ratio: f=(a-b)/a = 1/298.257223563

    Rotate Ellipse in 3Dimensions:

    The Ellipsoid

    a

    b

    H i t l D t

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    Horizontal Datums

    Global replaces regional datums with a common,accurate standard

    One system for maps of the entire planet

    Regional vs. Global Approach

    D D S t llit D i d H i t l D t

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    DoDsSatellite Derived Horizontal Datum

    NIMAs (National Imagery And Mapping Agency World Geodetic System)

    World Geodetic System 1984

    Z

    PrimeMeridian

    X

    Y

    WGS -84 is an EarthCentered Earth Fixed

    Cartesian coordinate

    system with its origin

    fixed to +/- 10 cm.

    An ellipsoid is placedon top of the axis to

    create a geodetic

    foundation for various

    coordinate systems.

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    Impact of Datum Mismatch

    Map dated 1989

    WGS-84

    Map dated 1957

    NAD-27 (North American Datum 1

    15S WN443015S WC4330

    Impact of Datum Mismatch

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    Impact of Datum Mismatch

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    Gravity - Fitting the Ellipsoidto the Physical Earth

    Deviation ofthe verticalEllipsoid Normal,Perpendicular to

    Ellipsoid Surface

    Geoid VerticalPerpendicular to

    Geoid Surface

    Earth Surface

    Geoid:

    Surface of Equal

    Gravitational

    Potential

    Ellipsoid

    Geoid Separation

    Deviation ofthe vertical

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    Coordinate Systems

    Cartesian Coordinates:X= 1,109,928m Y= -4,860,097m Z= 3,965,162m

    Geographic:

    DD 38.684N, 077.150W

    DM 38 41.145' N, 077 08.135 W

    DMS 38 41' 08.73" N, 077 08 08.37" W

    GEOREF: GJNJ5141

    UTM:

    18 314,251mE 4,284,069mN

    C C S

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    Cartesian Coordinate Systems

    Three dimensional right hand coordinate system with aorigin at the center of the earth and the X axis orientedat the Prime Meridian and the Z at the North Pole

    X Axis Coordinate Distance from the Y-Zplane measured parallel to the X-Axis;

    Y Axis Coordinate Perpendicular distancefrom the plane of the prime meridian;positive in the eastern hemisphereand negative in the western.

    Z Axis Coordinate Perpendicular distancefrom the plane of the equator;positive in the northern Hemispherenegative in the southern

    Z

    PrimeMeridian

    X

    0 Long

    (X,Y

    Geographic Coordinates

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    Geographic Coordinates Latitude & Longitude are

    defined by the Prime Meridianand the Equatorial referenceplanes

    Geographic latitude Verticalangle from the equator to thenormal of ellipsoid, positivein Northern Hemisphere andnegative in the southern

    Geographic longitude Horizontalangle from the prime meridian

    positive in the easternhemisphere and negative in thewestern

    Geodetic height Distance normalfrom the reference el lipso id

    Ob

    Me

    PrimeMeridian

    Lo

    Z

    X3841 08.73 N 077

    08.37 W

    G hi C di t

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    Geographic Coordinates

    Rules of thumb for latitude 1 latitude 60 nautical miles 1 latitude 1 nautical mile

    1 latitude 30 meters .1 latitude 3 meters . 01latitude 30 centimeters

    Dont forget longitude converges

    Dont forget the base 60 conversion

    60 minutes per degree 60 seconds per minute

    Geographic Reference System GEOREF

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    Geographic Reference System, GEOREF

    0

    origin 180

    90N

    90S

    origin 180

    E

    0Greenwich

    The earth is divided into 288 quadrangles, each 15Ox 15O, identified by an u

    combination of two characters.

    N

    015

    In the matrix, quadrangle NK is placed over the Netherlands.

    M

    L

    J

    H

    G

    F

    E

    D

    C

    B

    A

    A B C D E F G H J K L M P Q R S T U V W X Y Z

    K60N

    45N

    M t j ti

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    Mercator projection is a cylindrical map projection presented by

    the Flemish geographer and cartographerGerardusMercator, in 1569.

    became the standard map projection for nauticalpurposes because of its ability to represent lines of

    constant course, known as rhumb lines or loxodromes, as straightsegments.

    ( In navigation, a rhumb line (or loxodrome) is aline crossing all meridians of longitude at thesame angle, i.e. a path derived from a definedinitial bearing.

    That is, upon taking an initial bearing, one

    proceeds along the same bearing, withoutchanging the direction as measured relative totrue north.)

    While the linear scale is equal in all directionsaround any point, thus preserving the angles andthe shapes of small objects (which makes theprojection conformal), the Mercator projectiondistorts the size and shape of large objects, as thescale increases from the Equator to the poles, whereit becomes infinite.

    How to choose projections

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    How to choose projections

    Generally, follow the lead of people who make maps ofarea you are interested in. Look at maps!

    State plane is a common projection for all states in theUSA

    UTM is commonly used and is a good choice when theeast-west width of area does not cross zone boundarie

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    UTM zones

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    UTM zones

    Universal Tranverse Mercator

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    Universal Tranverse Mercator

    India UTM Zones

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    India UTM Zones

    U i l T M G id

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    Universal Transverse Mercator Grid

    2 3 4 5 6 7 8

    2 3 4 5 6 7 816o

    Zone 2 Zone 3156

    168o174o

    Central

    Meridian

    Zone 4162o

    0o

    1,700,000

    1,600,000

    1,500,000

    1,400,000

    1,300,000

    1,200,000

    1,100,000

    1,000,000

    900,000

    800,000

    700,000

    600,000

    500,000

    400,000

    300,000

    200,000

    100,000

    03 508,256mE 0,567,359mN

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    Equal ARC Standard Projection

    Problem: How to make raster data square and seamless over large area

    ARC Projection shrinks lower latitude pixels and stretches higher latitude pixsquare data

    Problems printing small scale charts (JNC/GNC) Must re-project ARC data to get around problem

    Original

    Chart to bescanned

    Scanning

    Process Digital Chart inARC projection

    Up to 12%

    Shrink

    12%Stretch