International GNSS Symposium 2008 November, ?· International GNSS Symposium 2008 November, 11.–14.…

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  • - Part of a Geosensor Network

    International GNSS Symposium 2008November, 11.14. 2008

    Dr. Cord-Hinrich Jahn

    November, 11. 14. 2008

  • Agenda

    SAPOS

    Spatial references and networkExamplesExamples

  • What is SAPOS ?What is SAPOS ?

    Satellite Positioning Service of theSatellite Positioning Service of the German National Survey

  • Concept of SAPOS

    Full 24-hour DGNSS and PDGNSS-service Use of GPS, GLONASS and Galileo Real time and post processing service Real time and post-processing service Replacement of the necessary second RTK-GNSS

    receiver in the classical use of RTK Use of a high accurate international reference frame

    (ETRS89) Broadcasting of data via various communication media Broadcasting of data via various communication media Real time processing of the RTK-network and actual data

    exchangeexchange Elimination of distance dependent errors Initialization times of 15-45 seconds over distances of

    th 20 kmore than 20 km

  • Concept of SAPOS PDGNSSExample Lower SaxonyExample Lower Saxony

    Reference Stations in Lower Saxonyy

    Real time data transmission from each reference station to the central control

    Processing of the whole network in a permanent real time adjustment

    Estimation of distance dependent errors in a regional modelerrors in a regional model

    Transmission of observations and model parameters to the usermodel parameters to the user

    Estimation of the users coordinates relative to the next reference station

  • Milestones of SAPOS

    1994 Establishment of an expert group on reference stations1994 Establishment of an expert group on reference stations1996 Decision, to build up an Satellite Positioning Service

    of the German surveying authorities1998 1 t SAPOS i H b1998 1st SAPOS symposium, Hamburg1999 Foundation of Technical Committee SAPOS2002 Introduction of nationwide compulsory SAPOS-HEPS2002 Introduction of nationwide compulsory SAPOS-HEPS

    standards, e.g. network RTK, absolute antenna calibration

    2003 250 ti l SAPOS f t ti2003 250 operational SAPOS reference stations2003 Establishment of Central Bureau SAPOS2003 1st PPP contract with Ruhrgas AG (ascos)2003 1st PPP contract with Ruhrgas AG (ascos)2005 Installation of ntrip caster (internet interface)2006 Framework paper on the future of SAPOS2007 270 operational SAPOS reference stations

  • SAPOS -Reference Stationsin Germany Mai 2007in Germany, Mai 2007

    - 270 stations- 270 stations- mean station distancies

    between 25 - 60 km- dual frequency receivers- in the responsibility of the16 St t S Offi16 State Survey Offices

  • SAPOS - Reference Stations

    Antenna set up

  • SAPOS - Reference Stations

    BorkumAufbau

    Different varations of reference stations Yellowstone, 1999

    Swisstopo, 2006

    reference stations

    Swisstopo, 2006

  • SAPOS-Services

    R l tiR l ti P t P iP t P iReal timeReal time Post ProcessingPost Processing

    EPS HEPS GPPSEPS1-3 m

    FM radio

    HEPS1-2/ cm

    mobile phone

    GPPS< 1 cm

    ftp e mail data carrierFM radioRTCM 2.0, 2.3

    mobile phone, Internet

    RTCM 2.3, 3 0/3 1

    ftp, e-mail, data carrierRINEX 2.1

    RS data filesVRS d t t3.0/3.1

    Network RTK (FKP,VRS,MAC)

    VRS data sets

    EPS: Real Time Positioning ServiceHEPS: High Precision Real Time Positioning ServiceGPPS: Geodetic Precision Positioning Service

  • SAPOS -Fees

    Service Data Rate Fee1

    EPS 1 s 150,00 / year2

    HEPS 1 s 0 10 / minHEPS 1 s 0,10 / minGPPS > 1 s 0,20 / min

    < 1 s 0,80 / min

    1) Fees principally depending on used amount of data2) Single fee with purchase of equipment2) Single fee with purchase of equipment

  • Application of SAPOS

    State survey:P i i f

    Additional applications: Hydrography Provision of

    reference frame Geodetic control

    Hydrography Engineering surveys Aerial photogrammetry Geodetic control

    measurements Height transfer

    Aerial photogrammetry Airborne / terrestrial

    laser scanning Height transferCadastral survey

    g Geodynamic research Weather service Time transfer All kinds of navigation

  • Conveyance of Cruise Liners from the shipyard Papenburg to the Northsee using SAPOS-EPSPapenburg to the Northsee using SAPOS EPS

  • Monitoring within the RTK network

    Postprocessing of daily and weeklycoordinates of reference stationscoordinates of reference stations

    Real time processing within theReal time processing within theRTK network processing

    Continuous estimation of rover-coordinatesf t tifor a representative user

  • Quality of Network-RTK

  • SAPOS

    Spatial references and networkExamplesExamples

  • Basic tasks for Spatial Reference

    Based on the laws of 16 German Federal States State survey authorities are responsible for y p

    providing a uniform, , homogenous spatial reference system, p y

    2D/3D positions, physical heights, and gravity, employing monumented geodetic control employing monumented geodetic control

    networks (GCN)

  • Standardized Spatial Reference in Germany (AdV 2004)Germany (AdV 2004)

    Bundeseinheitliches,homogenes

    Festpunktfeld

    Federal standardised and uniform network of control stationsFestpunktfeld

    Geodetic land Height geodetic Gravity geodetic Reference stationnetwork points

    (GGP)control points

    (HFP)control stations

    (SFP)points(RS)

    3D 1D 1D 3DDSGN 94DHSN 96 SAPOS

    DHHN 92(DHHN 2011)

    (in discussion: DHHN 2011, ...)

  • European Vertical Reference System (UELN)System (UELN)

    German Primary Levelling Net(DHHN 1992)

    Network graphNetwork graph

  • History of observation accuracy

    Accuracy of German Levelling NetworksAccuracy of German Levelling Networks

    2,5SNN 56

    1 5

    2

    ustm

    ent

    0.5 ] NKN II Grundnetz

    NKN II Kste

    Niv-Netz 60

    DHHN 85 = NKN III

    DHHN 92

    NKN I Grundnetz

    NKN I Kste

    RHN = DHHN 12

    SNN 56

    SNN 76

    1

    1,5

    m n

    et a

    ddj

    [mm

    /km

    0

    Urnivellement

    DHHN 2006-2011 (Genauigk. unb. )

    0

    0,5

    s 0 fr

    om

    01860 1880 1900 1920 1940 1960 1980 2000 2020

    Year

  • German Primary Levelling Net 2006-2011 006 0

    Levelling lines (~ 20000 km) Levelling lines ( 20000 km) 250 GNSS points 100 Absolute gravity pointsg y p 250 SAPOS reference stations IGS, EPN, GREF with sh 5 mm in mind ITRF 2005 / IGS05

    minimum obligation lines

    optional lines

    GNSS pointp

    Absolut gravity point

    GNSS + absolut gravity point

    IGS/EPN/GREF station

    SAPOS reference station

  • German Primary Levelling Net 2006-2011

    All sorts of activities:

    006 0

    All sorts of activities: Levelling GNSS field measurements GNSS field measurements Absolut gravity measurements

  • SAPOS

    S ti l f d t kSpatial references and networkExamples

  • Project IKS

    development of an integrated approach to altitudedevelopment of an integrated approach to altitude determination and monitoring in coastal regions

    Measurements made by different height sensors (levelling, gravity, GPS and water level) will be gathered and combined into an integrated kinematicand water-level) will be gathered and combined into an integrated kinematic approach under consideration of the accuracies of the different height sensors.

    Research project by the German Coastal Engineering Research Council

    Runtime: 10 2005 09 2008 (3 years) Runtime: 10.2005 09.2008 (3 years)

    (IKS A) (IKS B) (IKS C) (IKS D)coordination water-level algorithm software data of LGNcoordination water level, algorithm, software, data of LGN,GNSS, gravity alignment combination levelling,

    Database

  • Monitoring of SAPOS reference stationsstations

    h i ht theight component

    15 [mm]015 [mm]-15 [mm]

    1998 2006 R f TU D d1998 2006 Reference: TU Dresden

  • Earth quake Rotenburg (Wmme) 20042004

    WD

    R

    0 D E 1 (2) 0 D E 1 (2)

    October 2004 - Magnitude 4,5

  • Salt domes and caverns

    map scale: 20 kmmap scale: 20 km

  • Ground level subsidence and displacement

    Cavern Wilhelmshaven

    displacement

    Cavern Wilhelmshaven 1.200 - 1.400 m deep about 12 Mio m3 oil about 12 Mio. m oil

    resources

    horizontal displacement (10 cm) vertical subsidence (20 cm)

    as a consequence of fill and d l t d !deplete procedures!

  • Cavern Wilhelmshaven(Epoche 1: 1980)(Epoche 1: 1980)

    (Epoche 2: 1999, 2004, 2005)

    map scale: 3 km

    differences: 5 cm

  • Salt mine Wunstorf Kolenfeld(Epoche 1: 1982) (Epoche 2: 2002)

    differences: 10 cm

  • Long time series of monthly mean sea level

    time [a]

    mean sea level water-level observations

    time [a]

    (tide gauge) are relative!

    seemingly subsidence g yfrom postglacial uplift!

    R f D Li b h BKGReference: Dr. Liebsch, BKG

  • Summary and Outlook

    SAPOS is actually a part of a geosensor network The service provides real time and post processing The service provides real time and post processing

    data for all accuracies and for a lot of applications SAPOS is a part of the new federal standardised p

    uniform network The combination of all parts of the new federal network

    i th ti l d l b l d tin an common mathematical model can be lead to an integrated geosensor network

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