Formulation and test of a model of positional distortion fields Chris Funk, Kevin Curtin, Michael...
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Transcript of Formulation and test of a model of positional distortion fields Chris Funk, Kevin Curtin, Michael...
![Page 1: Formulation and test of a model of positional distortion fields Chris Funk, Kevin Curtin, Michael Goodchild, Dan Montello, UCSB; Val Noronha, Digital Geographic.](https://reader036.fdocuments.in/reader036/viewer/2022082816/56649d1f5503460f949f383a/html5/thumbnails/1.jpg)
Formulation and test of a model of positional distortion fields
Chris Funk, Kevin Curtin, Michael Goodchild, Dan Montello, UCSB; Val Noronha, Digital Geographic
![Page 2: Formulation and test of a model of positional distortion fields Chris Funk, Kevin Curtin, Michael Goodchild, Dan Montello, UCSB; Val Noronha, Digital Geographic.](https://reader036.fdocuments.in/reader036/viewer/2022082816/56649d1f5503460f949f383a/html5/thumbnails/2.jpg)
The model
• Vector field • Measured positions x+x, y+y
• Vector field continuous and smooth– Kiiveri: function of coordinates– but function loses generality
• If is known everywhere then distortion can be removed– variation in magnitude of could be visualized
![Page 3: Formulation and test of a model of positional distortion fields Chris Funk, Kevin Curtin, Michael Goodchild, Dan Montello, UCSB; Val Noronha, Digital Geographic.](https://reader036.fdocuments.in/reader036/viewer/2022082816/56649d1f5503460f949f383a/html5/thumbnails/3.jpg)
The data
• Street centerline files– multiple vendors, sources
• many different
• Ambiguous messages about location if origin, destination have different databases– which street is (x,y) on?
• Applications in transportation, generalizes to other domains
![Page 4: Formulation and test of a model of positional distortion fields Chris Funk, Kevin Curtin, Michael Goodchild, Dan Montello, UCSB; Val Noronha, Digital Geographic.](https://reader036.fdocuments.in/reader036/viewer/2022082816/56649d1f5503460f949f383a/html5/thumbnails/4.jpg)
Figure 1: Plot of a section of the two databases, superimposed on an interpolated field showing the magnitude of the distortion vector.
![Page 5: Formulation and test of a model of positional distortion fields Chris Funk, Kevin Curtin, Michael Goodchild, Dan Montello, UCSB; Val Noronha, Digital Geographic.](https://reader036.fdocuments.in/reader036/viewer/2022082816/56649d1f5503460f949f383a/html5/thumbnails/5.jpg)
Obtaining a sample of
• Match points between databases– easiest at nodes
• Provides a sample set of observations– poor in rural areas
![Page 6: Formulation and test of a model of positional distortion fields Chris Funk, Kevin Curtin, Michael Goodchild, Dan Montello, UCSB; Val Noronha, Digital Geographic.](https://reader036.fdocuments.in/reader036/viewer/2022082816/56649d1f5503460f949f383a/html5/thumbnails/6.jpg)
Determining a complete
• Interpolate a continuous field
• But what model to use for the surface?– Kiiveri - function of coordinates– spatial interpolation (e.g. Kriging)
• maximally smooth
– piecewise with linear breaks• mosaic of patches
![Page 7: Formulation and test of a model of positional distortion fields Chris Funk, Kevin Curtin, Michael Goodchild, Dan Montello, UCSB; Val Noronha, Digital Geographic.](https://reader036.fdocuments.in/reader036/viewer/2022082816/56649d1f5503460f949f383a/html5/thumbnails/7.jpg)
Figure 2: Effect of a cliff on a linear feature (left); editing with a smooth line (right)
![Page 8: Formulation and test of a model of positional distortion fields Chris Funk, Kevin Curtin, Michael Goodchild, Dan Montello, UCSB; Val Noronha, Digital Geographic.](https://reader036.fdocuments.in/reader036/viewer/2022082816/56649d1f5503460f949f383a/html5/thumbnails/8.jpg)
Why a mosaic of patches?
• Constant or linear or affine within each patch
• Breaks where there are no features– causes no cartographic offense
• Fits production methods– photogrammetric mosaic, edgematching of
different sources
![Page 9: Formulation and test of a model of positional distortion fields Chris Funk, Kevin Curtin, Michael Goodchild, Dan Montello, UCSB; Val Noronha, Digital Geographic.](https://reader036.fdocuments.in/reader036/viewer/2022082816/56649d1f5503460f949f383a/html5/thumbnails/9.jpg)
Clustering the error field
• Variogram of angular differences
• Ratio of areal dependence– compares variation within lag with predictions
from variogram
• Cluster using RAD
![Page 10: Formulation and test of a model of positional distortion fields Chris Funk, Kevin Curtin, Michael Goodchild, Dan Montello, UCSB; Val Noronha, Digital Geographic.](https://reader036.fdocuments.in/reader036/viewer/2022082816/56649d1f5503460f949f383a/html5/thumbnails/10.jpg)
0.15
0.20
0.25
0.30
0.35
0.40
0 300 600 900 1200 1500 1800 2100
Distance
Gam
ma
Figure 3: Semivariogram of angular distortion values.
![Page 11: Formulation and test of a model of positional distortion fields Chris Funk, Kevin Curtin, Michael Goodchild, Dan Montello, UCSB; Val Noronha, Digital Geographic.](https://reader036.fdocuments.in/reader036/viewer/2022082816/56649d1f5503460f949f383a/html5/thumbnails/11.jpg)
Figure 4: A plot of the RAD values associated with angular distortions.
![Page 12: Formulation and test of a model of positional distortion fields Chris Funk, Kevin Curtin, Michael Goodchild, Dan Montello, UCSB; Val Noronha, Digital Geographic.](https://reader036.fdocuments.in/reader036/viewer/2022082816/56649d1f5503460f949f383a/html5/thumbnails/12.jpg)
Figure 5: Initial clustering based on RAD values.
![Page 13: Formulation and test of a model of positional distortion fields Chris Funk, Kevin Curtin, Michael Goodchild, Dan Montello, UCSB; Val Noronha, Digital Geographic.](https://reader036.fdocuments.in/reader036/viewer/2022082816/56649d1f5503460f949f383a/html5/thumbnails/13.jpg)
Figure 6: Clustering using only high RAD values.
![Page 14: Formulation and test of a model of positional distortion fields Chris Funk, Kevin Curtin, Michael Goodchild, Dan Montello, UCSB; Val Noronha, Digital Geographic.](https://reader036.fdocuments.in/reader036/viewer/2022082816/56649d1f5503460f949f383a/html5/thumbnails/14.jpg)
Conclusions
• Piecewise approach to modeling • Observable at points
• Identification of patches– piecewise constant
• Transportation application generalizes
• Errors highest where field is least observable