550
Abnormal propagation of DGPS correction data
signal is caused by single or multiple actions which
are increase of propagation loss by overland
propagationand/orsomeeffectsbyoffshorestructure
suchasabigbridge.InpreviouspapersatITM2011
andITM2012(Okudaetal.2011&2012),we
executed
numericalsimulationofthepropagationcharacteristic
on the extended line of bridge pier at opposite side
from DGPS station, and confirmed that bit error in
DGPS correction data signal occurs.We also
confirmed that there is a possibility that correction
data could not form bybit error.In this
paper, we
carried out numerical simulation of the propagation
characteristicofDGPScorrectiondatasignalreceived
atsailingthroughcenterofthebridgethatwasfuture
task in previous paper, and solved receiving
conditionof DGPS correction datasignal before and
after passing through the bridge.This simulation
calculated a variation
of signal strength by
composition of superior reflection wave and surface
wave.Whenthetrailshipapproachesfromopposite
side of using DGPS station, around just under the
bridge reflection and/or scattering wave of bridge
girder become to be superior, and signal strength
increases because it is combined with surface
wave.
After passing through the bridge, signal strength
increasesanddecreasesaccordingtocombinedphase
becausereflectionwavefromthebridgeiscombined
with surface wave.Furthermore, we investigated
validity of numerical simulation by checking the
result of electric field measurement and also
investigated effects of oversea and/or overland
propagation by
measuring electric field intensity
every adequate distance at the Inland Sea on
November2010andJuly2012.
2 DGPSINJAPAN
DGPS detects pseudorange error between GPS
satellite and the reference station whose position is
known, converts the error into correction data, and
broadcasts the correction data to user on
board
around the reference station.Each user on board
receivesthecorrectiondatausingMFbeaconreceiver.
Position accuracy is improved by fixed calculation
using the correction data.At present nominal
positionaccuracybystandaloneGPS is 9 m (2drms)
in FRP 2008, on the other hand JCG (Japan Coast
Guard)
announcesthatpositionaccuracybyDGPSis
1m(2drms)orless.Whenusingdifferentialsystem,
accuracy decreases depending on distance from the
referencestation.Thenitisappropriatethatposition
accuracy by DGPS is 1‐5 m (2drms) depending on
distance.DGPS has not only a function of
improvement
ofpositionaccuracybutalsoafunction
ofintegritymonitor.Afunctionofintegritymonitor
informssomechangesofGPSsatellitehealthinessor
decreasingaccuracyofpseudorangemeasurementto
user quickly and break off use of the satellite data.
ThissystemisexactlythesameasDGPSoperatedby
USCG(United
StatusCoastGuard).
At present in Japan there are 27 DGPS stations
whichisthereferencestation,andthecoverageisall
coastal area except a few isolated islands.Table 1
shows DGPS specification operated by JCG.JCG
callsuser’sattentionconcerningDGPScoverage(JCG
DGPScenter).
1 Exceptionof
someareaatInlandSeaabout200km
coverage.
2 Existenceofdifficultcasetousebyeffectofterrain
etc.
HoweverJCGmakenomentionaboutanareaora
phenomenonconcretely.
Table1.DGPSSpecificationinJapan
_______________________________________________
transmissionrate200bps
transmittingpower75W
coverage200kmfromDGPSstation
transmissionformatITU‐RM.823‐1(RTCMSC‐104)
messagetypeType3,7,9,16
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Next,wedescribeaboutthepresentconditionfor
integrity monitor.Each header of DGPS message
includes operating condition of DGPS station. If
positionaccuracyoftheDGPSstationbecomestobe
1.5 m or more, DGPS system demands to change
DGPSfixintostandaloneGPSfix.InType9,
DGPS
systemdemandstobreakofftouseonfixcalculation
whencorrectionvalueis8mormore.
Before now, it was reported about an effect of
interference between nighttime ionospheric scatter
propagation wave and surface wave of MF beacon
wave for DGPS (Yagitani et al. 2004).They
discussed some
effects about distance from DGPS
station and other station transmitting the same
frequency,butitisdifferentfromoursubject.
In this study, one of triggers is the phenomenon
thattransmissionofdifferentialcorrectionvaluewas
interruptedbecauseofpropagationtroubleonspecific
area.AtpresentDGPSinJapanbroadcasts
Type 3,
7,9,16basedonRTCM‐SC104format(Kalafusetal.
1986).Update rate for all satellites in view is 4‐5
seconds so that number of satellites in view varies.
When bit error of transmission data occurs by
propagation trouble and the correction data is not
completed,it
isshownthatdifferentialcorrectiondata
isnotupdateinthecaseofonetimedatalost.
3 ANALYSISFORPROPAGATION
CHARACTERISTIC
3.1 InCaseofBridgePier
In previous paper, we analyzed the propagation
characteristicofDGPScorrectiondatasignalnearbya
big bridge in order to investigate abnormal
propagation of MF beacon signal for DGPS.
Structure around bridge pier of big bridges at the
Inland Sea is regarded as metal screen (Araki 1977)
showninFig.1,transmittivityaroundthereisa little
over 1 %.Electric field intensity on propagation
path from DGPS stationto big bridge is
obtained in
caseofoverseaandoverlandindependentlybecause
of complex terrain (Nishitani 1980).In addition,
thereisdiffractionlossthatbridgepierisregardedas
knife edge (Shinji 1992) shown in Fig. 2, and the
diffraction loss is 10dB or more depending on
distancefrombridgepier.