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USE OF THE DATA
UNCERTAINTY ENGINE (DUE)
BY NATIONAL MAPPING AND
CADASTRAL AGENCIES


Dipl. – Ing. Tomas Cajthaml


                      19.05.2012   GI2012   1
Agenda
1.   Introduction
2.   State of the art of the Czech cadastre
3.   DUE software
4.   Estimation of pos. acccuracy of points
5.   Estimation of areas
6.   Conclusions

Terminology note: in this presentation the
  terms uncertainty and accuracy are
  considered as identical

                     19.05.2012   GI2012      2
Introduction
   Data Quality is still marginal, but important in
    the process of SDI building
   NMCAs has particular systems (Quality
    Management Systems) of data production
    including data quality
   INSPIRE trying to improve quality standards
    has to be established in the SDI because of its
    higher usage and improvement
   Quality Awareness is rising up with INSPIRE
    (data specifications, GCM, tec. guidelines)


                        19.05.2012   GI2012            3
Quality standards in production
      Internal quality                                             External quality
                                                                                                                   Users
                                                                Clients                   PDAs
                                                                Maps                      Computers                    Users
                                                                Services                  Tablets
        Data Capture                Production              Output            Selection           Usage              Apps
      Specification         Specification          Licencing             Metadata,             Software
                                                   policy                catalogues
      ISO 19158             ISO 19131              GeoRM,                ISO 19115,            OGC, … ,
                            ISO 19157              metadata              GIS                   GIS, PDAs …
      Audits                Audits                 Audits                                      Access control
                                                                                               SLAs
      Certification         Certification          Certification                               Certification

                                                   Accreditation         Accreditation Accreditation
Edited accoroding to: Y. Bedard - Geospatial Data Quality + Risk Management + Legal Liability = Evolving Professional Practices 4
                                                                      19.05.2012 GI2012
State of the art of the Czech
cadastre
 ◦ DKM (digital cadastral map) - map with the highest
   positional accuracy with most points in the range of up to
   14 cm. This cadastral map is created by new cadastral
   mapping by accurate field surveying techniques,
 ◦ KMD (cadastral map digitized by readjustment) -
   cadastral map, created by reprocessing of the available
   cadastral evidence. Cadastral parcels are digitized over
   transformed raster images (digitized points are identified
   from new and old survey sketches, documentation of
   detailed survey of changes etc.),
 ◦ Analogue cadastral map – scanned as raster images of
   old cadastral maps. As the KMD progresses slowly and is
   costly, analogue cadastral maps are nowadays digitized
   into UKM (simplified goal directed cadastral map). The
   COSMC complied with requests from the Ministry of
   Interior and Municipalities to maintain the UKM as a simple
   vector image without attribute values and techniques of
   KMD.

                           19.05.2012   GI2012                   5
Quality of cadastral maps
Quality code   Characteristic (standard coordinate        Lineage (source of measured
 (previous     error with description of lineage of         points) – in relation to old
 classes of                 the point)                        positional classes and
 positional                                                   mapping technology
uncertainty)
      3                     < 0.14m                           Field surveying with
                                                           agreement of land owners
     4         Standard coordinate error < 0.26m                Photogrammetry

     6           Digitized points from maps at
                             1:1000
     7           Digitized points from maps at
                             1:2000
     8         Digitized points from old maps at              Other digitalization,
                1:5000 and smaller scales + high          surveying with agreement of
                 positional uncertainty points,                   land owners
               without agreement of land owners
                                             19.05.2012   GI2012                           6
Data Uncertainty Engine
   Gerard B. M. Heuvelink – professor Wageningen University and
    Research Centre, Netherland
   James D. Brown – Institute for Biodiversity and Ecosystem Dynamics,
    Amsterdam University, Netherland
   Creation – Harmonirib: www.harmonirib.com
   DUE software for estimation of
    ◦ Positional accuracy (uncertainty)
    ◦ Temporal accuracy (uncertainty)
    ◦ Attribute accuracy (uncertainty)
   Data Attributes:
    ◦ Numerical variables (e.g. rainfall)
    ◦ Discrete numerical variables (e.g. bird counts)
    ◦ Categorical variables (e.g. land-cover)
   Supported file formats
    ◦   ESRI shapefiles *.shp
    ◦   Simplified GeoEAS *.eas
    ◦   ASCII raster *.asc
    ◦   ASCII file for simple time-series *.tsd



                                            19.05.2012   GI2012           7
Sources of uncertainty
        Basic cycle – 5 stages = basic steps:
        1. Importing (saving) data as objects with
           attributes
                 Model          Model
        2. Describingofthe sources of uncertainty
               Description
                Params.
                uncertainty     states
        3. Defining an uncertainty model, aided by
   Input   the description model
    data4. Evaluating the quality or goodness of
           the uncertainty model
                 Model                        Model
               Model definition                Output
        5. Generating
                structurerealizations of uncertain
                                              output
           data for use in MCS (Monte Carlo Sim.)
           with models
Data ± U                         Model ± U                        Output ± U
In: Brown J. - Results on assessing uncertainties in data and models
                                           19.05.2012 GI2012                   8
Possitional accurracy of point
estimation
 Pos. accuracy of surveyed points
 Analogue cadastral map as an example
 Evaluation and comparison of two data
  sets:
    ◦ Digitized analogue cadastral map
    ◦ Universe of discourse = laser scanning data
   -> Probability Distribution Function creation
    based on comparison of identical points
    coordinates difreences ->


                         19.05.2012   GI2012        9
Step by step approach
1.   digitization of analogue cadastral map
2.   acquisition of samples of spatial data in the test area by
     mobile laser scanning (establishing the universe of
     discourse of data set),
3.   point cloud digitization - obtaining corner points of
     buildings identical with cadastral map content in 3D - they
     will be used to determine/derive probabilistic error model,
4.   creation of a 2D digitized design file – MicroStation
     Bentley SELECT series 2 version was used to digitize 3D
     design file (this is a simple step - convert 3D file into 2D)
5.   evaluation of systematic error (bias) – systematic error
     calculation or spatial statistics (geostatistic) or it’s variogram
     evaluation,
6.   determination of probability model parameters
7.   generation of realizations by the Monte Carlo method
                                19.05.2012   GI2012                   10
Probability Distribution Function
                                            Histogram
               16                                                          120,00%


   Sample – buildings from laser scanning = universe of discourse:
    14
                                                                           100,00%


                                Oxy = dx 2 + dy 2 = 2,41 m
               12
         Position deviation                                                80,00%
               10
                                                            1 n
                               σ ( X )  var( X )  D( X ) =  xi  E x  = 1,78 m 2
Rate (count)




                                2                                           2
                8   Variance                                         60,00%
                                                            n i=1
                                                                                     Četnost
                                                                             Rate
                               σ = D X  = var X  = 1,33 m
                6
                                                                                     Kumul. %
                                                                           40,00%
Standard deviation
                4

                                                                           20,00%
                2


                0                                                          0,00%




                                       Classes [m]


                                                     19.05.2012   GI2012                        11
Area of a lot estimation
   Use of the same data sets
   Calculate area of a lots from laser scanning
    data -> compare it with areas digitized – to
    improve values of areas
   Calculate global or local marginal deviations to
    announce needs of
    recheck/resurvey/recalculate areas
   Important for purposes of:
     ◦ Taxation
     ◦ Subsidies (e.g. farmers)

                        19.05.2012   GI2012            12
Conclusions
   Calculating tolerances for control
    measurements of geographic databases –
    good to check new survey sketches – detect
    problematic areas
   Calculating of complicated areas with Monte
    Carlo simulation is easier then with other ways
   Improve or confirm estimation of data quality -
    code of points testing with samples and with
    realizations from DUE -> output in metadata
   It could be easy to present positional accuracy
    also for INSPIRE purposes

                        19.05.2012   GI2012           13
USE OF THE DATA UNCERTAINTY
          ENGINE (DUE) BY NATIONAL MAPPING
              AND CADASTRAL AGENCIES


          Thank you very much for your
                   attention

                      Dipl. – Ing. Tomas Cajthaml
Many thanks to:
•GEOVAP Pardubice - for laser scanning data and trial software
•Bentley Systems - for MicroStation and Descartes trial software

                                   19.05.2012   GI2012             14

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GI2012 cajthaml-quality

  • 1. USE OF THE DATA UNCERTAINTY ENGINE (DUE) BY NATIONAL MAPPING AND CADASTRAL AGENCIES Dipl. – Ing. Tomas Cajthaml 19.05.2012 GI2012 1
  • 2. Agenda 1. Introduction 2. State of the art of the Czech cadastre 3. DUE software 4. Estimation of pos. acccuracy of points 5. Estimation of areas 6. Conclusions Terminology note: in this presentation the terms uncertainty and accuracy are considered as identical 19.05.2012 GI2012 2
  • 3. Introduction  Data Quality is still marginal, but important in the process of SDI building  NMCAs has particular systems (Quality Management Systems) of data production including data quality  INSPIRE trying to improve quality standards has to be established in the SDI because of its higher usage and improvement  Quality Awareness is rising up with INSPIRE (data specifications, GCM, tec. guidelines) 19.05.2012 GI2012 3
  • 4. Quality standards in production Internal quality External quality Users Clients PDAs Maps Computers Users Services Tablets Data Capture Production Output Selection Usage Apps Specification Specification Licencing Metadata, Software policy catalogues ISO 19158 ISO 19131 GeoRM, ISO 19115, OGC, … , ISO 19157 metadata GIS GIS, PDAs … Audits Audits Audits Access control SLAs Certification Certification Certification Certification Accreditation Accreditation Accreditation Edited accoroding to: Y. Bedard - Geospatial Data Quality + Risk Management + Legal Liability = Evolving Professional Practices 4 19.05.2012 GI2012
  • 5. State of the art of the Czech cadastre ◦ DKM (digital cadastral map) - map with the highest positional accuracy with most points in the range of up to 14 cm. This cadastral map is created by new cadastral mapping by accurate field surveying techniques, ◦ KMD (cadastral map digitized by readjustment) - cadastral map, created by reprocessing of the available cadastral evidence. Cadastral parcels are digitized over transformed raster images (digitized points are identified from new and old survey sketches, documentation of detailed survey of changes etc.), ◦ Analogue cadastral map – scanned as raster images of old cadastral maps. As the KMD progresses slowly and is costly, analogue cadastral maps are nowadays digitized into UKM (simplified goal directed cadastral map). The COSMC complied with requests from the Ministry of Interior and Municipalities to maintain the UKM as a simple vector image without attribute values and techniques of KMD. 19.05.2012 GI2012 5
  • 6. Quality of cadastral maps Quality code Characteristic (standard coordinate Lineage (source of measured (previous error with description of lineage of points) – in relation to old classes of the point) positional classes and positional mapping technology uncertainty) 3 < 0.14m Field surveying with agreement of land owners 4 Standard coordinate error < 0.26m Photogrammetry 6 Digitized points from maps at 1:1000 7 Digitized points from maps at 1:2000 8 Digitized points from old maps at Other digitalization, 1:5000 and smaller scales + high surveying with agreement of positional uncertainty points, land owners without agreement of land owners 19.05.2012 GI2012 6
  • 7. Data Uncertainty Engine  Gerard B. M. Heuvelink – professor Wageningen University and Research Centre, Netherland  James D. Brown – Institute for Biodiversity and Ecosystem Dynamics, Amsterdam University, Netherland  Creation – Harmonirib: www.harmonirib.com  DUE software for estimation of ◦ Positional accuracy (uncertainty) ◦ Temporal accuracy (uncertainty) ◦ Attribute accuracy (uncertainty)  Data Attributes: ◦ Numerical variables (e.g. rainfall) ◦ Discrete numerical variables (e.g. bird counts) ◦ Categorical variables (e.g. land-cover)  Supported file formats ◦ ESRI shapefiles *.shp ◦ Simplified GeoEAS *.eas ◦ ASCII raster *.asc ◦ ASCII file for simple time-series *.tsd 19.05.2012 GI2012 7
  • 8. Sources of uncertainty Basic cycle – 5 stages = basic steps: 1. Importing (saving) data as objects with attributes Model Model 2. Describingofthe sources of uncertainty Description Params. uncertainty states 3. Defining an uncertainty model, aided by Input the description model data4. Evaluating the quality or goodness of the uncertainty model Model Model Model definition Output 5. Generating structurerealizations of uncertain output data for use in MCS (Monte Carlo Sim.) with models Data ± U Model ± U Output ± U In: Brown J. - Results on assessing uncertainties in data and models 19.05.2012 GI2012 8
  • 9. Possitional accurracy of point estimation  Pos. accuracy of surveyed points  Analogue cadastral map as an example  Evaluation and comparison of two data sets: ◦ Digitized analogue cadastral map ◦ Universe of discourse = laser scanning data  -> Probability Distribution Function creation based on comparison of identical points coordinates difreences -> 19.05.2012 GI2012 9
  • 10. Step by step approach 1. digitization of analogue cadastral map 2. acquisition of samples of spatial data in the test area by mobile laser scanning (establishing the universe of discourse of data set), 3. point cloud digitization - obtaining corner points of buildings identical with cadastral map content in 3D - they will be used to determine/derive probabilistic error model, 4. creation of a 2D digitized design file – MicroStation Bentley SELECT series 2 version was used to digitize 3D design file (this is a simple step - convert 3D file into 2D) 5. evaluation of systematic error (bias) – systematic error calculation or spatial statistics (geostatistic) or it’s variogram evaluation, 6. determination of probability model parameters 7. generation of realizations by the Monte Carlo method 19.05.2012 GI2012 10
  • 11. Probability Distribution Function Histogram 16 120,00% Sample – buildings from laser scanning = universe of discourse: 14 100,00% Oxy = dx 2 + dy 2 = 2,41 m 12 Position deviation 80,00% 10 1 n σ ( X )  var( X )  D( X ) =  xi  E x  = 1,78 m 2 Rate (count) 2 2 8 Variance 60,00% n i=1 Četnost Rate σ = D X  = var X  = 1,33 m 6 Kumul. % 40,00% Standard deviation 4 20,00% 2 0 0,00% Classes [m] 19.05.2012 GI2012 11
  • 12. Area of a lot estimation  Use of the same data sets  Calculate area of a lots from laser scanning data -> compare it with areas digitized – to improve values of areas  Calculate global or local marginal deviations to announce needs of recheck/resurvey/recalculate areas  Important for purposes of: ◦ Taxation ◦ Subsidies (e.g. farmers) 19.05.2012 GI2012 12
  • 13. Conclusions  Calculating tolerances for control measurements of geographic databases – good to check new survey sketches – detect problematic areas  Calculating of complicated areas with Monte Carlo simulation is easier then with other ways  Improve or confirm estimation of data quality - code of points testing with samples and with realizations from DUE -> output in metadata  It could be easy to present positional accuracy also for INSPIRE purposes 19.05.2012 GI2012 13
  • 14. USE OF THE DATA UNCERTAINTY ENGINE (DUE) BY NATIONAL MAPPING AND CADASTRAL AGENCIES Thank you very much for your attention Dipl. – Ing. Tomas Cajthaml Many thanks to: •GEOVAP Pardubice - for laser scanning data and trial software •Bentley Systems - for MicroStation and Descartes trial software 19.05.2012 GI2012 14