10/8/2009 Prof. M. ElHussainy 1 - · PDF file... to project onto UTM. 2. Convert GPS geodetic...
Transcript of 10/8/2009 Prof. M. ElHussainy 1 - · PDF file... to project onto UTM. 2. Convert GPS geodetic...
10/8/2009 Prof. M. ElHussainy 1
المساحة ونظم معلومات األراضى شعبة
محمد صفوت محمد الحسيني/ األستاذ الدكتور
9200 سبتمبر
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Geodetic & Astronomic Latitudes
Astronomical Latitude also shown
08/10/2009 Prof. Mohamed S. ElHussainy
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Laplace Stations
( ) φλαα
φλα
sin
sin
GGA −Λ=−
∆=∆
Deviation of the vertical in azimuth α
( )
( )αη−αξ=ζ
αη+αξ−=ψ
cossin
sincos
ξ = Φ - φ
η = (Λ - λ ) cos φ
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We have 2 problems:1. Transform GPS positions given in Cartesian X, Y, Z to geodeticφ, λ, h (WGS84) to project onto UTM.
2. Convert GPS geodetic coordinates from WGS84 ellipsoid toHelmert ellipsoid and hence to EGS.
3 dimensional transformations
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1. Cartesian to Geodetic Coordinates
• Recall:3 dimensional Cartesian coordinates (X,Y,Z) to ellipsoidal geodetic coordinates (ϕ,λ, h ).
Bowring’s Forward Transformation
(φ, λ, h) (X,Y,Z)
( )( )( )( )
+−++
=
φυλφυλφυ
sin )1sin cos cos cos
2 hehh
ZYX
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2. Change of Ellipsoid• Because GPS coordinates are computed in WGS84 and EGS is on the Helmert ellipsoid
we must be able to transform from one ellipsoid to another.
• This can be done in a number of ways but the easiest is using a 7-parametertransformation of Cartesian coordinates.
Y′X′
Z′Z
X
O
O′
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A 7-parameter transformation is essentially a Helmert transformationin 3 dimensions.
Y
We wish to transform one Cartesian coordinate systemto another.
A
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ωZ, ωY, ωx are rotation matrices representing rotations aboutthe XG, YG and ZG axes (applied in that order) which make the XG, YG, ZG axes parallel
to the X, Y, Z axes.
P
ZG
YGXG
The vector OP remains fixed in space while we rotate the coordinateaxes by angles ωx, ω y, ω z respectively.
O′ωx
ωZ
ωY
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−=
xx
xxx
ωωωωω
cossin0sincos0
001
−=
1000cossin0sincos
zz
zz
z ωωωω
ω
−=
yy
yy
y
ωω
ωωω
cos0sin010
sin0cos
−+−−
+−+=
xyxyy
xyzxzxyzzy
xzxyzzxyzzy
ω cosω cosωsin ω cosωsin ω cosωsin ωsin ω cosω cosωsin ωsin ωsin ωsin ω cos
cosωωsin ω cosωsin ω cosω cosωsin ωsin ωsin ω cosω cosω cosR
X
−−
−=
11
1
xy
xz
yz
Rωω
ωωωω
where ω x, ω y, ωz are the small rotations in radians
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7 transformation parameters
where:
(X, Y, Z)A and (X, Y, Z)G are Cartesian coordinates centred on O and O′ respectively
1 + k represents the scale factor to be applied between the twocoordinate systems
ΔX, ΔY, ΔZ is the vector representing the origin shift betweenO′ and O
To transform from one ellipsoid to another we need to knowthe 7 transformation parameters, dX, dY, dZ, k, ω x, ω y, ω z .
Note: for the reverse transformation we need only change thesigns of the seven transformation parameters.
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Transformation Parameters in Egypt
EGD50 to WGS84
• ∆X = - 125.93 m,
• ∆Y = 112.29 m,
• ∆Z = - 9.61 m,• k = 3.14 ppm (for different
scale),
• ωX = 0.17 ” ,
• ωY = 0.13 ” ,
• ωZ = 1.90 ” .• For Translation only:
• ∆X = - 120.31 m, ∆Y = 123.77 m, ∆Z = - 8.67 m.
EGD80 to WGS84
• ∆X = - 75.03 m,
• ∆Y = 31.42 m,
• ∆Z = - 15.54 m,• k = 3.14 ppm (for different scale),
• ωX = 0.17 sec,
• ωY = 0.13 sec,
• ωZ = 1.90 sec (∆ A = 0, ∆ξ = -3.6, ∆ η = - 1.1 sec) .
• For Translation only:
• ∆X = - 70.69 m, ∆Y = 33.63 m, ∆Z = - 14.42 m.
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Example:
convert WGS84 coordinates:
=
380.3075797391.2967106686.4728037
ZYX
to EGD
1. Form R matrix (convert angles to radians)
−−−−−−−−−
=1697.06485.0
697.0167.96485.067.91
EEEEEE
R
ωX = - 0.2, ωY = - 0.1, ωZ = - 2 sec
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2. Apply matrix and origin shift
−−−−−−−−−−−−−−−
+
−=
380.3075797391.2967106686.4728037
.631697.06485.0697.063167.96485.067.9631
1531
75
84EEEEEEEEE
ZYX
WGS
X = 4 728 070.56Y = 2 967 108.94Z = 3 075 803.31 EGD
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WGS84 Cartesian to EGS
7 parameter
XYZWGS84
E NEGS
φ λ hEGD
XYZEGS
Bowring
Redfearn
Note: height transformed by hWGS84 -N = HEHD