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12.540 Principles of the Global
Positioning System
Lecture 04
Prof. Thomas Herring
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Review
– Examine definitions of coordinates
–
– Time systems
– Start looking at satellite orbits
? So far we have looked at measuring
coordinates with conventional methods and
using gravity field
? Today lecture:
Relationships between geometric coordinates
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Coordinate types
–
– Orthometric heights (heights measured about an
(MSL)
– Cartesian XYZ
– Geodetic latitude, longitude and height
? Potential field based coordinates:
Astronomical latitude and longitude
equipotential surface, nominally mean-sea-level
? Geometric coordinate systems
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Astronomical coordinates
– Latitude: Elevation angle to North Pole (center of
star rotation field)
– Longitude: Time difference between event at
Greenwich and locally
? Astronomical coordinates give the direction of
the normal to the equipotential surface
? Measurements:
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Astronomical Latitude
http://www.iers.org/
? Normal to equipotential defined by local
gravity vector
? Direction to North pole defined by position of
rotation axis. However rotation axis moves
with respect to crust of Earth!
? Motion monitored by International Earth
Rotation Service IERS
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Astronomical Latitude
d
f
a
z
d
To Celestial body
Rotation Axis
f
a
= Z
d
-d
declination
Zenith distance=
90-elevation
Geiod
3
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Astronomical Latitude
– Rotation axis moves in space, precession nutation.
Given by International Astronomical Union (IAU)
precession nutation theory
– Rotation moves relative to crust
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Rotation axis movement
http://bowie.mit.edu/~tah/mhb2000/JB000165_online.pdf)
? By measuring the zenith distance when star is
at minimum, yields latitude
? Problems:
? Precession Nutation computed from Fourier
Series of motions
? Largest term 9” with 18.6 year period
? Over 900 terms in series currently (see
? Declinations of stars given in catalogs
? Some almanacs give positions of “date”
meaning precession accounted for
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Rotation axis movement
monitored
? Movement with respect crust called “polar
motion”. Largest terms are Chandler wobble
(natural resonance period of ellipsoidal body)
and annual term due to weather
? Non-predictable: Must be measured and
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Evolution (IERS C01)
-0.60
-0.40
-0.20
0.00
0.20
0.40
0.60
1900.0 1920.0 1940.0 1960.0 1980.0 2000.0
X Pole (")
Pole Position (") (0.5"=15m)
Year
Y Pole (")
CIO 1900-1905
5
6
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Evolution of uncertainty
0.00
0.02
0.04
0.06
0.08
0.10
0.12
0.14
0.16
1900.0 1920.0 1940.0 1960.0 1980.0 2000.0
s X Pole (")
s Y Pole (")
s
Pole Position (") (0.02"=0.6m)
Year
CIO 1900-1905
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Behavior 1993-2001
-10.0
-5.0
0.0
5.0
10.0
0.05.010.015.020.0
Pole Position
X Pole (m)
Y Pole (m)
1993
2001
?
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Astronomical Longitude
GST =1.0027379093UT1+ J
0
GMST
{
y e
Precession
34
J
0
= 24110.54841+ 8640184.812866 T
Julian Centuries
{
+
0.093104T
2
- 6.2 ¥10
-6
T
3
? Based on time difference between event in
Greenwich and local occurrence
? Greenwich sidereal time (GST) gives time
relative to fixed stars
+ D cos
1 2 4
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Universal Time
? UT1: Time given by rotation of Earth. Noon is
“mean” sun crossing meridian at Greenwich
? UTC: UT Coordinated. Atomic time but with
leap seconds to keep aligned with UT1
? UT1-UTC must be measured
7
8
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Length of day (LOD)
-4.0
-3.0
-2.0
-1.0
0.0
1.0
2.0
3.0
4.0
1800.0 1850.0 1900.0 1950.0 2000.0
LOD = Difference of day from 86400. seconds
LOD (ms)
LOD (ms)
LOD
(ms)
Year
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Recent LOD
-1.0
-0.5
0.0
0.5
1.0
1.5
2.0
2.5
3.0
1992.0 1994.0 1996.0 1998.0 2000.0 2002.0
LOD = Difference of day from 86400. seconds
LOD (ms)
LOD (ms)
LOD
(ms)
Year
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LOD to UT1
? Integral of LOD is UT1 (or visa-versa)
? If average LOD is 2 ms, then 1 second
difference between UT1 and atomic time
develops in 500 days
? Leap second added to UTC at those times.
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UT1-UTC
-0.60
-0.40
-0.20
0.00
0.20
0.40
0.60
0.80
1993.0 1994.0 1995.0 1996.0 1997.0 1998.0 1999.0 2000.0 2001.0
UT1-UTC (discontinuities are leap-seconds)
UT1-UTC (s)
UT1-UTC
(s)
Year
?
?
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Transformation from Inertial Space to
Terrestrial Frame
made
x
i
Inertial
{
= P
Precession
{
N
Nutation
{
S
Spin
{
W
Polar Motion
{
x
t
Terrestrial
{
? To account for the variations in Earth rotation
parameters, as standard matrix rotation is
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Geodetic coordinates
X = (N + h) f l
Y = (N + h) f sinl
Z = (
b
2
a
2
N + h)sinf
N =
a
2
a
2 2
f +b
2
sin
2
f
? Easiest global system is Cartesian XYZ but
not common outside scientific use
? Conversion to geodetic Lat, Long and Height
cos cos
cos
cos
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Geodetic coordinates
– a=6378137 m, b=6356752.314 m
– f=1/298.2572221 (=[a-b]/a)
)
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Heights
? WGS84 Ellipsoid:
? The inverse problem is usually solved
iteratively, checking the convergence of the
height with each iteration.
? (See Chapters 3 &10, Hofmann-Wellenhof
? Conventionally heights are measured above
an equipotential surface corresponding
approximately to mean sea level (MSL) called
the geoid
? Ellipsoidal heights (from GPS XYZ) are
measured above the ellipsoid
? The difference is called the geoid height
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NGS Geoid model
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? http://www.ngs.noaa.gov/cgi-bin/GEOID_STUFF/geoid99_prompt1.prl
-27.688 m
Geiod Heights
? National geodetic survey maintains a web site
that allows geiod heights to be computed
(based on US grid)
? New Boston geiod height is
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NGS Geoid 99 http://www.ngs.noaa.gov/GEOID/GEOID99/
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?
?
?
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Spherical Trigonometry
? http://mathworld.wolfram.com/SphericalTrigonometry.html is a
? Computations on a sphere are done with
spherical trigonometry. Only two rules are
really needed: Sine and cosine rules.
? Lots of web pages on this topic (plus software)
good explanatory site
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A
B
C
a
c
b
A B C are angles
a b c are sides
(all quanties are angles)
Sine Rule
sin a
sin A
=
sin b
sin B
=
sin c
sin C
Cosine Rule sides
Cosine Rule angles
a = b c + sin b sin c A
b = c c + sin csin a B
c = b a + sin asin b C
cos A = -cos B cosC + sin B sin C cos a
cos B = -cos A cosC + sin A sin C cosb
cosC = -cos A cos B + sin A sin B cos c
Basic Formulas
cos cos cos cos
cos cos cos cos
cos cos cos cos
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Basic applications
satellite
D
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Summary of Coordinates
? While strictly these days we could realize coordinates
by center of mass and moments of inertia, systems
? Both center of mass (1-2cm) and moments of inertia
(10 m) change relative to figure
? Center of mass is used based on satellite systems
?
potential field, frame origin and orientation, and
ellipsoid being used.
? If b and c are co-latitudes, A is longitude
difference, a is arc length between points
(multiply angle in radians by radius to get
distance), B and C are azimuths (bearings)
? If b is co-latitude and c is co-latitude of vector
to satellite, then a is zenith distance (90-
elevation of satellite) and B is azimuth to
? (Colatitudes and longitudes computed from
XYZ by simple trigonometry)
are realized by alignment with previous systems
When comparing to previous systems be cautious of
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