Data Conversion - PowerPoint PPT Presentation

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Data Conversion

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Refers to the integrity of relationships among geographic features ... National geographic institute / mapping agency. Military mapping services ... – PowerPoint PPT presentation

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Title: Data Conversion


1
Data Conversion Integration
2
Data Conversion/Integration Process
  • Data Collection
  • Existing hard-copy maps / digital data
  • Satellite Imagery, Aerial Photo, etc.
  • Field Collection (hand-held devices-GPS, etc.)
  • Data Input/Conversion
  • Keyboard entry of coordinates
  • Digitizing/Scanning/Raster-to-Vector
  • Editing/Building Topology
  • Data Integration
  • Georeferencing

3
Data sources for EA mapping
  • Types of maps required
  • Inventory of existing sources
  • Importing existing digital data
  • Additional geographic data collection
  • Traditional field techniques
  • Aerial photography
  • Remote sensing
  • Satellite remote sensing
  • GPS

4
Why Data Inventory?
  • Identify existing data sources
  • Up to 70 of GIS projects
  • Geographic data Labor intensive, tedious and
    error-prone

5
Inventory of existing Hard copy maps
  • National overview maps 1250,000-15,000,000
    (small scale)
  • show major civil divisions, urban areas, physical
    features such as roads, rivers, lakes, elevation,
    etc.
  • used for planning purposes
  • Topographic maps- scales range from 125,000 to
    250,000 (mid-scale)
  • Town and city maps at large cartographic scales,
    showing roads, city blocks, parks, etc. (11,000
    to 15,000)
  • Maps of administrative units at all levels of
    civil division
  • Thematic maps showing population distribution for
    previous census dates, or any features that may
    be useful for census mapping

6
Existing Digital Data
  • Direct import of
  • Digital maps
  • Air photos
  • Satellite imagery
  • Etc.

7
Additional Data Collection
Capture
Aerial Photography
Remote Sensing
Surveying.
GPS
Maps


GDB
Census Surveys
GIS
Management
8
Aerial photography
  • Aerial photography is obtained using specialized
    cameras on-board low-flying planes. The camera
    captures the image digitally or on photographic
    film.
  • Aerial photography is the method of choice for
    mapping applications that require high accuracy
    and a fast completion of the tasks.
  • Photogrammetrythe science of obtaining
    measurements from photographic images.

9
Aerial photography (cont.)
  • Traditional end product printed photos
  • Digital image (scanned from photo) in standard
    graphics format (TIFF, JPEG) that can be
    integrated in a GIS or desktop mapping package
  • Trend fully digital process
  • digital orthophotos
  • corrected for camera angle, atmospheric
    distortions and terrain elevation
  • georeferenced in a standard projection (e.g. UTM)
  • geometric accuracy of a topographic map
  • large detail of a photograph

10
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11
Remote sensing process
Receiving station
12
GPS
  • Collection of point data
  • Stored as waypoints
  • Accuracy dependent on device and environmental
    variables

Surveying
  • Paper Based
  • Manual recording of information
  • Electronic Based
  • Handheld device

13
Geographic data input/conversion
  • Keyboard entry of coordinates
  • Digitizing
  • Scanning and raster to vector conversion
  • Field work data collection using
  • Global positioning systems
  • Air photos and remote sensing

14
Keyboard entry
  • keyboard entry of coordinate data
  • e.g., point lat/long coordinates
  • from a gazetteer (a listing of place names and
    their coordinates)
  • from locations recorded on a map

15
Latitude/Longitude coordinate conversion
  • Latitude is y-coo, Longitude is x-coo
  • Common format is
  • degrees, minutes, seconds
  • 113Âş 15 23 W 21Âş 56 07 N
  • To represent lat/long in a GIS, we need to
    convert to decimal degrees
  • -113.25639 21.93528
  • DD D (M S / 60) / 60

16
Conversion of hardcopy maps to digital data
  • Turning features that are visible on a hardcopy
    map into digital point, line, polygon, and
    attribute information
  • In many GIS projects this is the step that
    requires by far the largest time and resources
    (Up to 80 of project costs)
  • Newer methods are arising to minimize this
    arduous step
  • Data transfer often rely on the exchange of data
    in mostly proprietary file formats using the
    import/export functions of commercial GIS
    packages
  • Open source data Conversion software becoming
    widely available

17
Conversion of hardcopy maps to digital data
(cont.)
  • Digitizing
  • Manual digitizing
  • Heads-up digitizing
  • Scanning
  • Raster-to-Vector

18
Conversion of hardcopy maps to digital data
(cont.)
Digitized or scanned
Paper map (static)
Digital map (reproduced at will)
19
Manual Digitizing
  • Most common form of coordinate data input
  • Requires a digitizing table
  • Ranging in size (25x25 cm to 150x200cm)
  • Ideally the map should be flat and not torn or
    folded
  • Cost hundreds to thousands

20
Digitizing steps (how points are recorded)
  • Trace features to be digitized with pointing
    device (cursor)
  • Point mode click at positions where direction
    changes
  • Stream mode digitizer automatically records
    position at regular intervals or when cursor
    moved a fixed distance

21
Heads-Up Digitizing I
  • Features are traced from a map drawn on a
    transparent sheet attached to the screen
  • Option, if no digitizer is available but
    accuracy very low

22
Heads-Up Digitizing II
  • Common today is heads-up digitizing, where the
    operator uses a scanned map, air photo or
    satellite image as a backdrop and traces features
    with a mouse
  • This method yields more accurate results
  • Quicker and easier to retrace and save steps

23
Heads-Up Digitizing II
  • Raster-scanned image on the computer screen
  • Operator follows lines on-screen in vector mode

24
Advantages and Disadvantages of Digitizing
  • Advantages
  • It is easy to learn and thus does not require
    expensive skilled labor
  • Attribute information can be added during
    digitizing process
  • High accuracy can be achieved through manual
    digitizing i.e., there is usually minimal loss
    of accuracy compared to the source map

25
Cont.
  • Disadvantages
  • It is a tedious activity, possibly leading to
    operator fatigue and resulting quality problems
    which may require considerable post-processing
  • It is slow. Large-scale data conversion projects
    may thus require a large number of operators and
    digitizing tables
  • The accuracy of digitized maps is limited by the
    quality of the source material

26
Scanning A viable alternative to digitizing
  • Electronic detector moves across map and records
    light intensity for regularly shaped pixels
  • Flat-bed scanner
  • Drum-scanner (pictured)

27
Cont.
  • direct use of scanned images
  • e.g., scanned air-photos
  • digital topographic maps in raster format
  • Scanner output is a raster data set usually needs
    to be converted into a vector representation
  • Often requires considerable editing

28
Advantages and Disadvantages of Scanning
  • Advantages
  • Scanned maps can be used as image backdrops for
    vector information
  • Scanned topographic maps can be used in
    combination with digitized EA boundaries for the
    production of enumerator maps
  • Small-format scanners are relatively inexpensive
    and provide quick data capture

29
Cont.
  • Disadvantages
  • Converting large maps with a small format
    scanners requires tedious re-assembly of the
    individual parts
  • Large format, high-throughput scanners are
    expensive
  • Despite recent advances in vectorization software
    associated with scanning, considerable manual
    editing and attribute labeling may still be
    required

30
Raster to Vector Conversion
  • Gets scanned/image data into vector format
  • Automatic mode the system converts all lines on
    the raster image into sequences of coordinates
    automatically. automated raster to vector process
    starts with a line thinning algorithm
  • Semi-automatic mode, the operator clicks on each
    line that needs to be converted system then
    traces that line to the nearest intersections and
    converts it into a vector representation

31
Editing
  • Manual digitizing is error prone
  • Objective is to produce an accurate
    representation of the original map data
  • This means that all lines that connect on the map
    must also connect in the digital database
  • There should be no missing features and no
    duplicate lines
  • The most common types of errors
  • Reconnect disconnected line segments, etc

32
Digitizing errors
  • Any digitized map requires considerable
    post-processing
  • Check for missing features
  • Connect lines
  • Remove spurious polygons
  • Some of these steps can be automated

33
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34
Fixing Errors
  • Some of the common digitizing errors shown in the
    figure can be avoided by using the digitizing
    softwares snap tolerances that are defined by
    the user
  • For example, the user might specify that all
    endpoints of a line that are closer than 1 mm
    from another line will automatically be connected
    (snapped) to that line
  • Small sliver polygons that are created when a
    line is digitized twice can also be automatically
    removed

35
Building Topology
  • GIS determines relationships between features in
    the database
  • System will determine intersections between two
    or more roads and will create nodes
  • For polygon data, the system will determine which
    lines define the border of each polygon
  • After the completed digital database has been
    verified to be error-free
  • The final step is adding additional attributes

36
Converting Between Different Digital Formats
  • All software systems provide links to other
    formats
  • But the number and functionality of import
    routines varies between packages
  • Problems often occur because software developers
    are reluctant to publish the exact file formats
    that their systems use
  • Option of using a third data format
  • Example Autocads DXF format

37
Integrating data
  • Georeferencing
  • Converting map coordinates to the real world
    coordinates corresponding to the source maps
    cartographic projection (or at digitizing stage).
  • Attaching codes to the digitized features
  • Integrating attribute data
  • Spreadsheets
  • links to external database

38
Summary
  • Data conversion
  • Conversion of hard-copy maps to digital maps
  • Digitizing
  • Scanning
  • Editing
  • Building Topology
  • Data integration
  • Geo-referencing
  • Projection change
  • Coding
  • Integration of attribute data

39
Geographical Data Accuracy
  • Logical accuracy
  • Refers to the integrity of relationships among
    geographic features
  • e.g. a river stored in a hydrological database
    that defines the boundary between admin. Units
    should coincide with the boundary between those
    units
  • Positional accuracy
  • Coordinates of features in the GIS database are
    correct relative to their true position on the
    earths surface.
  • Note For a census database, it may be more
    important that a certain street defines the
    boundary of an EA, than to know that the exact
    coordinates represent the real-world

40
Agencies to contact
  • National geographic institute / mapping agency
  • Military mapping services
  • Province, district and municipal governments
  • Various government or private organizations
    dealing with spatial data
  • Geological or hydrological survey
  • Environmental protection authority
  • Transport authority
  • Utility and communication sector companies
  • Land titling surveying agencies
  • Academic institutions
  • Donor activities

41
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42
Resolution
  • Data resolution Typically applied to raster GIS
    databases, this is the size of raster grid cells.
    Resolution is the measurement of the smallest
    map feature that can be stored or displayed

43
OBIA Raster to Vector Conversion
  • Object-Based Image Analysis (OBIA) is a tentative
    name for a sub-discipline of GIScience devoted to
    partitioning remote sensing (RS) imagery into
    meaningful image-objects, and assessing their
    characteristics through spatial, spectral and
    temporal scale. At its most fundamental level,
    OBIA requires image segmentation,
  • attribution, classification and the ability to
    query and link individual objects (a.k.a.
    segments) in space and time. In order to achieve
    this, OBIA incorporates knowledge from a vast
    array of disciplines involved in the generation
    and use of geographic information (GI).

44
Object-Based Image Analysis
45
OBIA Dwelling Identification
  • Segmentation based
  • Pixel based
  • Automated Digitizing

46
Object-Based Image Analysis
  • Increasing demand for updated geo-spatial
    information, rapid information extraction
  • Complex image content of VHSR data needs to be
    structured and understood
  • Huge amount of data can only be utilized by
    automated analysis and interpretation
  • New target classes and high variety of instances
  • Monitoring systems and update cycles
  • Transferability, objectivity, transparency,
    flexibility
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