The operation of encoding the data and writing them to the database
Spatial data and associated attributes
Spatial data necessary to define where the graphic or cartographic features occur
Associated attributes that record what the cartographic features represent
Data input to a GIS
1. Entering the spatial data (digitizing)
2. Entering non-spatial associated attributes
Manual input to a vector system
Source data are envisaged as points, lines or areas, coordinates obtained from reference grid or graticule, values fed into computer
Manual input to a grid system
All points, lines and areas envisaged as sets of cells, values of a single map attribute for each cell written down and fed into computer, can be overcome by run-length coding
Digitizing
1. Using a digitizer to encode the X and Y co-ordinates of the desired points, lines, areas or grid cells
2. Stream digitizing - cursor placed at beginning, computer records coordinates at intervals
3. Point digitizing - operator tells computer to record each coordinate by pressing a button
Automated scanning
Raster scanners - work on principle that a point or part of map may have one or two colours, black or white
Vector scanners - alternative to raster scanning to restore vector structure
Entering non-spatial associated attributes
Non-spatial properties of a spatial entity that need to be handled in the GIS, but are not spatial in kind, can be efficiently linked to spatial data by giving each a common identifier
Linking spatial and non-spatial data
Digital representations of points, lines and areas carry unique identifiers, both identifier and coordinate stored in database
Data verification
Computer draws spatial data again at same scale, compared visually to original, data editing and updation required for errors or changes
Data storage
Digital databases stored on magnetic media like computer compatible tape or floppy disk, CDROM or tape cassettes now used for better storage capacity
Data output
Presenting results of data manipulation in understandable form for user or data transfer, includes displays and permanent images
Datainput is the operation of encoding data for inclusion into a database, creation of accurate databases is very important but most expensive and time consuming part of GIS
Considerations in developing a GIS database
Whether to store data in vector or raster format
Nature of source data
Predominant use
Potential losses in transition
Storage space
Requirements for data sharing
Scale in GIS
Data stored in GIS does nothave a scale, refers to accuracy equivalent to a map scale
Ideal to fill database with data of very large scale accuracy, but may not be practical due to availability, cost, or lack of application requiring that accuracy</b>
Methods of acquiring spatial data
Manual digitising and scanning of analogue maps
Image data input and conversion
Direct data entry including Field Surveys and GPS
Transfer of data from existing digital sources
Photogrammetric methods
Considerations in designing a raster database
Physical extent of database
Resolution (grid size)
Themes to be included
Classifications to be used within themes
Appropriateness of input data scale to preferred grid size
Manual digitizing
Tracing map features with a cursor on a digitizing table (heads-down) or computer screen (heads-up), in point-mode or stream-mode, coordinates transformed to real world system
Digitizing errors will always occur, editing of digitized features involves error correction, entering missing data, forming topology
Many issues to consider before digitizing, including purpose of data use, coordinate system, accuracy of layers
On-screen digitising
1. Create map layer up on the screen with the mouse
2. Use referenced information as a background
There is always a requirement to transform coordinates from the digitiser system to the real world system (e.g. national map grid)
Digitising errors will always occur (undershoots, overshoots, triangles)
Editing of digitised features
1. Error correction
2. Entering missing data
3. Forming topology
Issues to consider before digitising
Purpose of the data
Coordinate system
Accuracy of layers
Accuracy of map
Digitise as much as possible each time, only one person should work on a given digitising project
If the source consists of multiple maps, select common reference points that coincide on all connecting sheets
Include attributes while digitising to save time later
Appropriate map registration or georeferencing is essential if the data is to be merged with a larger database
Map registration or Georeferencing
1. Digitise controlpoints
2. Specify error limit
3. Calculate RMS error
RMS error
Difference between original control points and new control point locations calculated by transformation process
To maintain highly accurate geographic data, the RMS error should be kept under 0.004 inches (or its equivalent measurement in the coordinate system being used)
Scanning
1. Convert data to raster representation
2. Raster to vector conversion
Scanning requires that the map scanned is of high cartographic quality, with clearly defined lines, text and symbols; be clean and have lines of 0.1mm width or wider
Scanning
1. Scanning to produce regular grid of pixels
2. Binary encoding to separate lines from background
Editing of scanned data
1. Pattern recognition
2. Line thinning and vectorisation
3. Error correction
4. Supplementing missing data
5. Forming topology
Surveying and manual coordinate entry
1. Field surveying
2. GPS data collection
3. Total station data collection
Manual data entry is slow, tedious and expensive
GPS-based and total station data collection are making the data entry process faster and better