GPS Reflection by Ice and Oceanic Surface
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Transcript of GPS Reflection by Ice and Oceanic Surface
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GPS Reflections for ice and oceanic surface
A Haider Research Fellow Telecomm Research Lab Canada
[email protected] Research Drive Regina Sask Canada
@2004
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OutlineOutlineReflection Concept and Brief History
Reflected Signal Characteristics
Rough Surface Scattering
Leading and Trailing Edge of Cross-Correlation
How is it affected by the ocean?
More Mature ApplicationsOcean Altimetry and Scatterometry
Considerations for a Space-based Mission
Less Mature Applications
Ice Topography and Soil Moisture
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GPS Reflection ConceptGPS Reflection ConceptReflections possible from
ocean, ice and land
surfaces
Received signal is
affected by surface type
and traversed atmosphere
Assess the possibility to use the reflected signal for sea
surface topography, wind vector (or roughness), ice
topography/thickness, soil moisture, etc.
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Brief HistoryBrief HistoryLow-elevation GPS reflections observed experimentally asmulti-path in occultation experiments at Mauna Kea, and also
reported in the Russian literature in the early 90s
Martin-Neira (ESA) publishes thePARISconcept in 1993
Katzberg and Garrison (NASA Langley) fly the DMR on
airplane in 1997Lowe detects fortuitous GPS reflection from space, as noise
in SIR-C data in 1998
Lowe and LaBrecque (JPL) perform first altimetry proof-of-concept airplane flight in 1998
In 1998 NASA awards IIP to JPL and funds other NASA
centers and universities to assess usefulness of GPSreflections
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CoherentCoherent vsvs Incoherent ProcessesIncoherent Processes
The direct GPS signal travels through the
atmosphere/ionosphere preserving phase coherence, the very
mechanism exploited in occultations for atmospheric science
When an electromagnetic wave impinges on a perfectly
smooth plane, it is reflected according to Snells law
and preserves phase coherence
When the direct GPS signal impinges on the Earth
surface, due to its roughness a large portion of such
surface (the glistening zone) becomes an active
scattering region
The extent of theglistening zone depends on the surface
properties and the reflection geometry (Beckman and
Spizzichino, 1987)
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Glistening Zone and AnnuliGlistening Zone and AnnuliReflection phasefronts, also called
equirange surfaces, are spheroids
having the transmitter and
receiver as foci and progressivelyincreasing radii
The smallest spheroid corresponds
to the range formed by the
transmitter the specular reflection
point and the receiver, and has one
point of contact with the surface
GPS REC
GPS TRANS
X
Y
P(x,y; , )
R1
R2
Z
Glistening zone over ocean
Intersections of spheroids with reflecting surface are to first
approximation ellipses, generating a series of annuli. Each
annulus contributes to cross-correlation output at time
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CrossCross--correlationcorrelationModel delay parameter m (or range equivalent) for the cross-correlation is chosen around the value corresponding to the
specular reflection point, i.e. the shortest delay sp at which the
transmitted and then reflected signal phasefront arrives at thereceiver
At sp the intersection between the equirange surface and the
spherical Earth is a point, the specular reflection point. At > spthis intersection is a curved ellipse, indicating that more than justone phasefront contributes to the received signal at a given time
For each annulus one must account for field variations due to
surface, and phase coherence is lost. Cross-correlation is
summation of all contributions
)()()(
1
mk
i
k
kmpmkeR
=
=
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Received Reflected SignalReceived Reflected Signal -- 11Transmitted GPS signal is quasi-monocromatic PRN-modulated spherical wave u(P,t)=1/R2a(tR2/c)exp(iKt)
As this reaches the (spherical) Earth surface it scattersaccording to the surface properties and reaches the receiver as
uS(t,rec)= G(,t)B(u(,t)) d2
Here is a (space) variable over the scattering surface, B is anoperator to obtain the scattered field, and G accounts for the
receiving antenna directivity
The received signal is given by the cross-correlation betweenthis field and a code replica
V()= a(t)uS
0
Ti (t+)exp(iDt)dt
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Received Reflected SignalReceived Reflected Signal -- 22Since Ti is short enough that the surface can be considered frozen,
the order of integration can be exchanged (perform time integration
first) yielding a function separable in the delay andDoppler
variables, eventually leading to the average received power
=A G()m
2 ( (R1() +R
2()) /c)
R12
()R22
() 0(wind_speed,) F(f()) d
2
Modified correlator function,
accounts for height distribution
Scattering cross-section,
accounts for surface roughness
Spatial Doppler
filtering, w.r.t. a
reference Doppler
Zavorotny and Voronovich, 2000;Hajj and Zuffada, 2003
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Received Reflected SignalReceived Reflected Signal
--
33
ISODOPPLER CURVES
GPS REC
GPS TRANS
X
Y
VEL
GPS REC
GPS TRANS
X
Y
P(x,y; , )
R1
R2
ZFor -Tp < < 0 contributionsfor inner ellipse are relevant
For > Tp contributions fromoutgoing annuli are relevant
Inner ellipse and first annuli
determine the spatial resolution
F(f())=[sin(2f()/Ti)/(2f()/Ti)]2
Scattering cross-sectiondepends on local geometry of
incidence and surface features
Away for specular reflectionpoint, contributions other than
forward scattering must be
considered
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Leading Edge for OceansLeading Edge for Oceans -- 11A rough ocean surface has a distribution of heights of thescattering centers, and the correlator function is modified by the
convolution with the pdf of heights (Barrick and Lipa, 1985;
Srokosz, 1986)
C dzf sp (z) dxdy 2 m (x,y,z)( )
+
= C dxdy R2 m (x,y,0)( )
fsp(z) =
1
2 exp
z2
22
1+
z
6 sp
z
2
3
3sp
zis the surface height, is the height standard deviation,
spis the ocean surface skewness, and spdescribes thedeviation of the mean of the pdf from the plane z = 0 and thuscontributes to the description of the EM bias (Rodriguez,
1988). The significant wave height is conventionally defined
as SWH = 4.
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Leading Edge for OceansLeading Edge for Oceans -- 22
The parameter eq = sin() has been introduced, where is theelevation angle in the reflecting geometry, indicating that we are
sensitive to a projection of the height std along the direction of
propagation.
The skewness parameters for the red curve are sp=0.4, sp=0.2.
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Leading Edge for OceansLeading Edge for Oceans -- 33The derivative of the leading edge of the reflected signalwith respect to time delay is sensitive to the parameters
describing the ocean. In fact:
the delay between the occurrence of its peak and the peak
of the direct signal can be used to derive the mean sea
height
the width of this function indicates the ocean significant
wave height
the height of this function indicates the ocean roughness,
related to the surface wind
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Trailing Edge for OceansTrailing Edge for Oceans -- 11The impact of surface roughness on the received signal ismanifested by the bistatic scattering cross section 0
Defined as ratio of the power scattered in a given direction
(s,s) to that incident from the direction (i,i), per unit area
The ocean has many scales of roughness, not all of which
impact the L-band GPS signal. To first order, L1 and L2 are
sensitive to the large scale roughness, which suggests to use the
simplest approach at calculating 0, the geometric optics limit
of the Kirchhoff (tangent plane) approximation
This consists in the evaluation of an integral containing thesurface characteristic function of elevations, and a phase term,
both Taylor expanded to include the first term only. Scattering
is incoherent, except for very low elevation angles
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Trailing Edge for OceansTrailing Edge for Oceans -- 220 =R2q4/qz
4P(q/qz)
RRR
=RLL
=1/2(RHH
+RVV
)
RRL =RLR =1/2(RHHRVV)
RHH
=sin() rcos
2()
sin()+ rcos2()
RVV
=rsin() rcos2()rsin()+ rcos
2()
Fresnel reflection
coefficients R for linear
vertical/horizontal (V/H)
and circular right-hand and
left-hand (R/L)
q =(q,qz)=k(m n)
q is scattering vector - m is
unit vector in incidence
direction, n is unit vector
in scattering direction
P(s) is the probability
density function of slopes,
and is maximum at s=0,i.e. the most probable
orientation of slopes is z=0
plane
P(s) depends on wind
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Trailing Edge for OceansTrailing Edge for Oceans -- 33
P(s)= 1
2sxsy 1bx,y2exp[ 1
2(1bx,y2 )(
sx2
sx2
2bx,ysxsysx
sy
+sy
2
sy2
)]
sx,y2 == x,y2 W()d2
bx,y =sx
sy
= xyW()d2)
Accounts for anisotropic distribution of slopes due to wind direction
Variances and correlations are functions of the wind driven surface
elevations spectrum W, dependent on wind speed at 10 m height,
inverse wave age and fetch (Elfouhaily et al., 1997)
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Trailing Edge for OceansTrailing Edge for Oceans -- 44
Effect of ocean wind is manifested throughslope variances,
i.e. moments of the spectrum
The L-band GPS signal is not sensitive to all spectral wave-numbers (like any remote sensing radar instruments), but
rather to values up to , defined by the GPS carrierfrequencies and the reflection geometry
Hence, the GPS reflections are more correctly sensitive to a
truncated slope variance
One must be careful about inverting for wind speed from
retrieved variances because of the sensitivity on thetruncation point aliases into wind speed values
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Spatial SelectivitySpatial Selectivity -- 11
Plane of incidence
contains transmitter,
receiver and specular
reflection point
Local scattering plane
may span many
scattering directions,including back-scattering
For increasing time,
centers of isorangeellipses move towards
transmitter projection
onto surface
GPS REC
GPS TRANS
X
Y
P(x,y; , )
R1
R2
Z
sloc
iloc
sloc
sloc
iloc
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Spatial SelectivitySpatial Selectivity -- 22Annuli contributing to reflected signal are asymmetrically
distributed on the scattering surface relative to location of
specular reflection point
This asymmetry indicates that the portion of ocean surface
which is sensed in the reflection process, extends preferentially
along the direction in the plane of incidence towards thetransmitter
Even though the receiver performs an azimuthal integration
while constructing the waveforms, at low elevations most of thecontribution is coming effectively from only one direction
defined by the major axis of the iso-range ellipses
The implication for a wind-driven ocean is as follows -->
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Wind Dependence on ScatteringWind Dependence on Scattering
Left: wind direction along horizontal axis; Right: wind direction
along vertical axis (Zuffada et al., 2004)
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Wind Dependence onWind Dependence on
Received PowerReceived Power
-180
-175
-170
-165
-160
-155
-2 0 2 4 6 8 10
altitude = 10 Km, elevation = 45o
receivedpower(dB)
code chips
12 m/sec
7m/sec
U10
Continuous line corresponds to wind along ellipse minor axis,
broken line corresponds to wind along ellipse major axis, i.e. the
plane of incidence
The higher the wind
speed U10, the lower the
peak and the smallerthe tail spread with
wind direction
Values of U10 between7 and 12 m/sec fit in
between, yielding
ambiguity between
value and direction
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Doppler SelectivityDoppler Selectivity
Doppler filter5 msec
No Doppler filtercorresponds to very short integration time
Sensitivity to wind direction is improved by increasedintegration time, causing enhanced spread of tails
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Choice of Integration TimeChoice of Integration Time -- 11Fixing the coherentintegration time Ti is equivalent to setting abandwidth in the receiver - oscillations (Doppler shifts) higher than
the threshold set by the reciprocal of the integration time are not
resolved
This process amounts to a spatial filtering, described by
F(f)=[sin(2fTi)/(2fTi)]2. f indicates the differencebetween the compensation value, normally the Doppler at the specular
reflection point, and that of any given point on the ocean surface
nearby
During the coherent integration it is assumed that the active surface
being observed is frozen and that its far field contributions to thereceived signal have phase coherence [Born and Wolf, 1980]. The
coherence time is then a measure of the width of the power spectrum
(Fourier transform of the cross-correlation) [ Goodman, 1985]
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Choice of Integration TimeChoice of Integration Time -- 22
Tc =
h
sin *
2 2Lc
* vel
Coherence time depends on receiver altitude h and velocity vel,
reflection geometry elevation angle and size of the active area Lc
Tc decreases with increased area, and elevation angle; and forincreased receiver altitude and corresponding velocity
Integration time should be consistent with coherence time,
perhaps a bit larger. Choosing integration time much shorter
than coherence time sacrifices signal SNR
Establishing the number of uncorrelated samples is
important in a statistical averaging to obtain a specified
achievable accuracy of the oceanographic measurements
(Zuffada et al., 2003)
= T/coh
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ApplicationsApplications
Sea Surface Topography -Altimetry
From the relative delay
between the peak of the directsignal and the inflection point
(contribution from the
specular reflection point) on
the leading edge
= 2Hsin()+error terms
Wind Speed/Vector - Scatterometry
From the peak value and the trailing edge decay,
retrieving the components of the mean square slope
variances and correlation
GPS 1
GPS 2
REC
12
D1
D2
GPS 4GPS 3
h2h1
S
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Sources of Error onSources of Error on
MeasurementsMeasurementsThe path length is between the GPS transmitter phase center to thespecular point as defined by the mean sea surface and then to the
receivers phase center. This term is determined by the position of
the transmitter and the receiver and the mean sea surface height.The delay measurement contains the following error terms
Ionospheric delay
Clock errors in the transmitter and the receiver
Neutral atmospheric delay
Ionospheric delay can be solved for and removed from measurement
of the dual GPS frequencies
Clock errors are eliminated by differencing
Neutral atmospheric delay can be calibrated to ~10 cm, or can be
solved for (Hajj and Zuffada, 2003)
E i l R l
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Experimental ResultsExperimental Results --
AltimetryAltimetry
-50
0
50
100
150
200
250
300
350
500 520 540 560 580 600 620 640 660
Receivedsigna
l(VSNR)
Observation time lags
DIRECT
REFLECTED FROMOCEAN
RELATIVE DELAY Example cross-correlation
output obtained in post-
processing of raw recorded
data (20.456 MHz sampling
rate)during an airplane flight
in 2000-2001 campaign.
Airplane altitude was ~1.5 km,
speed ~50 m/sec, reflection
elevation 50o
Coherent integration time was20 msec, and the correlations
were incoherently summed
over 10 sec, to reduce speckle
effects
Relative delay is
converted into surfaceheight H with use of a
model, such as the WGS 84
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Experimental ResultsExperimental Results -- AltimetryAltimetry
5 cm precision from airplane using
two highest elevation satellites,
corresponding to 7 km spatial
resolution, averaging for 3-5 minutes(Lowe et al, 2002)
Flights over Harvest Platform will
yield accuracy against Topexcalibration site, in progress
Demonstrated precision and spatial
resolution are suitable to measuremesoscale eddies
Distribution of retrieved
heights: colors correspond
to different satellites in
view at the time, breakscorrespond to airplane
turns to realign
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Experimental ResultsExperimental Results -- AltimetryAltimetry
H
D ~ 450 mLAKE SURFACE
CLIFF
~ 500 m
GPS
2
PATH DIFFERENCE = 2 H sin () + F(curvature)
2 cm precision in 1 sec using
phase delay, highest precision
GPS altimetry achieved to
date (Treuhaft et al., 2001)
Limiting case: low-elevation
over smooth lake results in
coherent scattering wherephase can be tracked
Troposphere likely the main
source of residual errorLimiting case of occultation
measurement
Crater Lake, OR - Oct 1999
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Experimental ResultsExperimental Results -- AltimetryAltimetry
-50
0
50
100
150
200
250
300
350
0 1 2 3 4 5
modeledmeasured
VSNR
microsec
Observed first GPS reflectionfrom 1994 space shuttle - SIR-C
radar experiment - operating at
L-band encompassing L2 (Lowe
et al., 2002)
4 sec of cal data, sampling rate
was 89.994 MHz
The zero on the abscissa axis is
estimated based on the inflection
point and corresponds to the
specular reflection point. Pointsspacing in the model derivative
is much smaller than available
data
-100
0
100
200
300
400
-0.2 -0.15 -0.1 -0.05 0 0.05 0.1 0.15 0.2
modeledmeasured
DerivativeofVSN
R
microsec
Estimated wind speed was 4
m/sec
E i t l R ltE i t l R lt
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Experimental ResultsExperimental Results --
ScatterometryScatterometryHurricane Michael:October 18, 2000, east ofFlorida
high winds ranging between 3 -30 m/s
TOPEX, ERS, NBDC buoy,SFMR, flight level winds
wind speed retrieval
Hurricane Keith:
October 1, 2000, west of Florida
high winds ranging between 6 -10 m/s
QuikSCAT wind field available
wind direction retrieval
Data-take
Hurricane Michael
10/18/00
16:54 UTC
GPS Data-take
segment
Michael Center
ERSTOPEX
Fig. 5
Fig. 3
E i l R lE i t l R lt
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Experimental ResultsExperimental Results --
ScatterometryScatterometry 22
0
2
4
6
8
10
12
14
15:44 15:45 15:46 15:47 15:48 15:49 15:50 15:51 15:52 15:53 15:54 15:55
Time in UT
WS
inm/s
PRN21 PRN15 PRN23 PRN29 PRN30 TOPEX Mean
0
2
4
6
8
10
12
14
15:44 15:45 15:46 15:47 15:48 15:49 15:50 15:51 15:52 15:53 15:54 15:55
Time in UT
WSinm/s
PRN21-15-23 TOPEX
Satellite by SatelliteSatellite by Satellite
GPS Wind SpeedGPS Wind Speed
(WS) Solution for(WS) Solution for
TOPEX PassTOPEX Pass
Multiple SatelliteMultiple Satellite
GPS Wind SpeedGPS Wind Speed
(WS) Solution for(WS) Solution for
TOPEX PassTOPEX Pass
KomjathyKomjathy et al.,et al.,
20042004
Experimental ResultsExperimental Results
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Experimental ResultsExperimental Results --
ScatterometryScatterometry 33
0
5
10
15
20
25
30
35
40
14:10 14:20 14:30 14:40 14:50 15:00 15:10 15:20 15:30 15:40 15:50 16:00 16:10 16:20 16:30 1 6:40 16:50 1 7:00 17:10 1 7:20 17:30
Time in UT
WSinm/s
0
500
1000
1500
2000
2500
30003500
4000
4500
5000
Altitudeinmeter
s
GPS Estimates FLWS (1 min SFMR
TOPEX: 7.9 m/s; Buoy: 7.0 m/sERS: 5.2 m/sBouy: 7 m/s
Aircraft altitude
GPS Wind Speed (WS) Estimates Along the Flight Path forGPS Wind Speed (WS) Estimates Along the Flight Path for
Hurricane Michael of October 18, 2000Hurricane Michael of October 18, 2000
FLWS - Flight Level Wind Speed
SFMR - Step Frequency Microwave Radiometer
Experimental ResultsExperimental Results
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Experimental ResultsExperimental Results --
ScatterometryScatterometry 44
A B C
ED
1500
2000
2500
3000
3500
4000
4500
5000
5500
22.8 23.0 23.2 23.4 23.6 23.8 24.0 24.2 24.4
Time (hours UTC)
GPSGPS--Derived WindDerived Wind
Vector EstimatesVector Estimates
for the Vicinity of Hurricane Keith offor the Vicinity of Hurricane Keith ofOctober 1, Overlaid onOctober 1, Overlaid on QuikSCATQuikSCAT datadata
Initialization needed with meteorologicalInitialization needed with meteorological
data, to eliminate ambiguitydata, to eliminate ambiguity
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Towards a GPS Altimetry MissionTowards a GPS Altimetry Mission
Loci of daily specular reflection points for an example
receiver at 400 km, assuming an antenna system can capture
all available reflections
High-level design of such system should start with science
needs, i.e. resolving mesoscale ocean eddies, and estimate
requirements for measurement accuracy
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Resolution and Accuracy (C/A)Resolution and Accuracy (C/A)
Footprint (km2): airplane (10 km) 6 x 4 @ 45o
space (400 km) 32 x 24 @ 45o
Accuracy fundamentally limited by:available GPS signal level (-157 dBw for C/A)
ocean bistatic scattering at L-band( 14 dB < 0 < 18 dB,depending on wind speed)
ocean coherence time at L-band( 1 msec < t < 10 msec)
High-level requirements:
high gain, multi-beam antenna systems (~ 30 dB in space)
long incoherent averages and combinations of colocatedmeasurements over several days
constellation of satellites carrying GPS receivers
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RMS Height Error TradeoffsRMS Height Error Tradeoffs1 receiving satellite
cell size 2 days 10 days
50 km x 50 km 18 cm 8 cm
2 receiving satellites
2 days 10 days
50 km x 50 km 13 cm 6 cm
8 receiving satellites
2 days 10 days
25 km x 25 km 13 cm 6 cm
~1 daily 4-sec measurement in every 50 km x 50 km cell per
receiving satellite; satellite coverage up to +/- 65o lat; 10 GPS
satellites visible at any given time (Zuffada et al., 2003)
L El i R fl iL El ti R fl ti
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Low Elevation ReflectionsLow Elevation ReflectionsRayleigh criterion used to define the onset of incoherent
scattering is
It implies that when the wave heights exceed h, reflections
from the crest and the trough are different by more than /4
At the GPS frequencies, we note that the ocean scattersincoherently when h 2 cm for normal incidence and when
h 1 m for ( 2o)
The former condition is nearly never satisfied while thelatter condition is satisfied most of the time
h =
8sin
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Low Elevation ReflectionsLow Elevation Reflections
Pr
Pi=
1
4
R2
R sin
2 + d
R
2sin+ d
RF2
For coherent scattering, the ratio between received and incident
power is given by
WhereR is the Earth radius,RFis the Fresnel reflection
coefficient and dis the altitude of the receiver, and the rightmost
term applies when
The reflected signal is predominantly RCP and is ~10 dB down
from the direct signal. Therefore, with a modest antenna gain,the phase of the signal can be tracked by a phase-locked loop
with centimeter level accuracy. A coherent GPS reflected signal
has been observed from CHAMP at grazing angles as reported
byBeyerle and Hocke, 2001.
(RRF2 sin 2d)=
0
I Alti tI Alti t 11
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Ice AltimetryIce Altimetry -- 11Distribution of 3783 CHAMPoccultations collected during
May-14 to June-10, 2001
Blue dots indicate the averagelocation of each of 2571
occultations without a clear
reflection signatures; 1212
occultations show clear
indication of reflection, their
average location is indicated in
red circles. Circle diameter isproportional to the reflected
intensity.Beyerle et al., 2002
Hajj et al., 2004
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S il M iS il M i t 11
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Soil MoistureSoil Moisture -- 11
Onemile
BAOTower
A receiver, provided by the NASA Langley Research Center,tracked the direct line of sight satellites using a low-gain zenith-
oriented right hand circularly polarized (RHCP) antenna and
recorded the cross correlation function of the reflected signals
using an alternating series of surface-oriented antennas
Zavorotny et
al., 2004
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Soil MoistureSoil Moisture 33
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Soil MoistureSoil Moisture -- 33Variations in the signal are uniquelyrelated to changes in the dielectric
permittivity, and therefore, to soilmoisture because roughness of the area
with low grass remains constant
Reflected signals were recorded only for
satellites with reflection ground tracks
passing through the high-gain antennafootprint of size ~ 400 m x 350 m
The gravimetric wetness of the soil wasestimated at 6.0 cm depth using a
Campbell Scientific CS-615 time-domainreflectometer. The soil in the uppermost
1.0 m layer at the BAO is heavy clay
Soil MoistureSoil Moisture - 44
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Soil MoistureSoil Moisture -- 44LHCPH-polV-polRHCPLHCP (Low-Gain)
220 230 240 250 260 270
Azimuth (degree)
2800
5
10
15
20
25
SNR
Intercomparison Between
Reflected Signals Obtained
with All Antennas
Highest sensitivity for LHCP
signal
After rainfall
Before rainfall
0
50
100
150
SNR
230 240 250 260 270 280
Satellite Azimuth Angle (deg)
Comparison between tworeflected signals for GPS
PRN#18 obtained with theLHCP high-gain antenna on
July 10, 2002 before rainfall,
and on July 11, 2002 after
rainfall
Soil MoistureSoil Moisture 55
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Soil MoistureSoil Moisture -- 55
0
10
20
30
40
50
SNR
0.10 0.15 0.20 0.25 0.30 0.35
Soil Wetness
Reflected Signal Power (PRN#18
High-Gain LHCP Antenna)
versus in situ Measured Soil
Wetness (SW) for different days,
showing effect of surface variation
The SNR data do not showsignificant sensitivity to themeasured wetness at thelowest levels of moisture.
The probe SM measurementsat 6 cm only are not
representative for depthsimportant for L-band radiowave propagation
Complete vertical profileneeded to retrieve moisture
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