12 - Spatial data management Flashcards

1
Q

Generalizing methods (5)

A
  • Coord thinning and smoothing
  • aggregating
  • classifying
  • recoding
  • resampling
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2
Q

Common errors in spatial data (6)

A
  • missing entities
  • duplicate entities
  • mis-located entities
  • missing labels
  • duplicate labels
  • artefacts of digitizing
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3
Q

Snapping distance def

A

The distance a GIS uses to search for the closest vertex and / or segment you are trying to connect when you digitise.

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4
Q

How to eliminate slivers

A
  1. Poly - deletes longest arc and label point
  2. Line - arc merge with its longest neighbour - shares pseudo node
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5
Q

Non-topo editing def

A

spatial editing, BUT no topology gets
defined in the editing process.

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6
Q

Non-topo editing examples

A
  1. editing existing features
  2. creating new features
  3. edge matching
  4. generalizations
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7
Q

Non-topo errors def

A

Variety of basic editing operations that can modify simple features and create new features from existing features

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8
Q

editing existing features (NON-topo)

A
  • extend/ trim
  • delete/ move
  • reshape
  • split
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9
Q

Buffer def

A

Create boundaries around a feature at an equal distance in all directions

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10
Q

Union def

A

Combine features from different layers into one

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11
Q

Intersect def

A

Create a new feature from the intersection of overlapped features in different layers

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11
Q

Edge matching def

A

the process to determine which edges (lines) should be linked among candidates

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12
Q

Simplify

A

Point remove & bend simplify

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13
Q

Smooth

A

Paek (inside) & Bezier interpolation

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14
Q

Geometric transformation def

A

To make digitized, scanned or imported data usable, we must
convert the newly digitized map/data into a projected
coordinate system

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15
Q

Map projection vs geometric transformations

A
  • Map projection converts data sets from 3D format (Earths sphere) into 2D planar coordinates (Cartesian graticule)
  • Geometric transformation converts data sets from 2D digitizer
    units/Pixels into 2D planar coordinates (Cartesian graticule)
16
Q

Geometrical transformation def

A

the process of using a set of control
points & transformation equations to register a digitized map, satellite
image or aerial photo into projected coordinates

17
Q

Geometric transformation reasons

A

(1) improve spatial reliability
(2) Make geographical data sets compatible with other data sets

18
Q

Examples of geometric transformations

A

a) Registering
b) Rubbersheeting
c) Re-projecting
d) Scaling
e) Translating

19
Q

Geometric transformations

A
  1. Equiarea
  2. Similarity
  3. Affine
  4. Projective
20
Q

Resampling methods

A
  1. Nearest Neighbor
  2. Bilinear interpolation
  3. Cubic convolution
21
Q

Nearest Neighbor def

A

fills each pixel of the new image with the nearest pixel value from the original image

22
Q

Bilinear interpolation def

A

uses the average of the four nearest pixel values from three linear interpolations

23
Q

Cubic convolution def

A

uses the average of the 16 nearest pixel values from five cubic polynomial interpolations

24
Q

RMSE def

A
  • measures deviations between coordinate values on a map and
    coordinate values from an independent source of higher accuracy for identical points
  • Measures the displacement between actual and estimated locations of control points
25
Q

Higher accuracy data sources

A
  • GPS
  • Other digital/hardcopy map data
  • Survey data