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GE3502GE5502 Geographic and Land Information Systems

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Title: GE3502GE5502 Geographic and Land Information Systems


1
GE3502/GE5502Geographic and LandInformation
Systems
Lecture 13 Basic DEM production and interpolation
2
Digital Elevation Models
  • Although the landform is a continually varying
    surface, it can be represented by contours (ie.
    topographic map).
  • Any digital representation of the continuous
    variation of relief over space is called a
    digital elevation model (DEM)

3
Uses of DEMs
  • Storage of elevation data in national databases

4
Uses of DEMs
  • Cut-and fill problems in landslide analysis,
    road design etc.

5
  • Analysis of cross-country visibility (viewsheds)

6
  • Viewsheds (cont)

7
  • 3-dimensional display of landforms for visual
    purposes (landscape architecture)
  • Background for displaying thematic information

eg. Rainfall overlain onto a DEM
8
  • Computing slope, aspect, slope distances
    (important in calculating runoff and erosion)

9
  • Substitute z-axis with other variables of choice
    such as climate, population, noise, pollution or
    groundwater variables
  • eg. Rainfall surface.

10
Other applications
  • Planning road routes, power line locations
  • Statistical analysis and comparisons of terrain
    types
  • Important input to more complex modelling
  • Fire risk
  • Erosion/soil loss models
  • Land suitability analyses
  • Many more.

11
Methods of representing DEMs
  • A. Mathematical methods
  • Global - Fourier series/multiquadratic
    polynomials
  • Local - Regular and irregular patches
  • B. Image methods
  • Line models - Horizontal/vertical
    slices/critical lines (ridges, saddles, stream
    courses, shorelines, slope breaks)
  • Point models
  • Regular rectangular grid of uniform and
    variable density (Altitude matrices)
  • Irregular network using triangulation
    (Triangulated Irregular Network - TIN) or
    proximity analysis

12
Tessellation
  • Vector model
  • A tessellation of a plane is the filling of the
    plane with repetitions of figures (or polygons)
    in such a way that no figures overlap and there
    are no gaps. These polygons can be regular or
    irregular
  • Given a set of two or more distinct points, all
    locations in that space are associated with the
    closest member(s) of the point set with respect
    to the Euclidean distance.
  • Not true interpolation

13
Tessellation of the plane
Voronoi polygons
Points
  • The result is a tessellation of the plane into a
    set of regions called ordinary Voronoi polygons
  • If this tessellation is triangles this is called
    a Delaunay triangulation

Clusters
14
Voronoi tessellation
15
Triangular Methods
  • Vector model
  • Triangles are used to represent a surface defined
    by z-values located at irregularly spaced (x,y)
    points.
  • With reference to a DEM this is called a TIN
    (triangular irregular network).
  • From this we can produce contour lines.

16
TIN
17
Spatial interpolation
  • a process of predicting unknown values by using
    known values at multiple locations around the
    unknown value.
  • Spatial interpolation involves finding a function
    f(z) which best represents the entire surface of
    z-values (called data values) associated with
    irregularly located (x, y) points (called data
    sites)
  • In addition this function predicts z-values for
    other regularly spaced locations. Such a function
    is referred to as an interpolant
  • There are two types of interpolants, exact and
    approximate (data smoothing)

18
Contour generation and 3-D surface plotting
  • Contour and 3-D surface plotting routines in a
    GIS require that (x,y,z) data points be placed in
    a regularly-spaced grid. Most input data are not
    regularly spaced.
  • Such data must be "gridded", i.e. interpolated,
    into regularly spaced (x,y) points having
    z-values estimated at the lattice points of the
    rectangular grid.
  • Numerous mathematical techniques available for
    gridding irregularly spaced data
  • Linear Interpolation (Thiessen Triangulation)
  • Non-linear interpolation
  • C1 Spline
  • Weighted Moving Average
  • Kriging

19
Modelling gradients
20
Linear Interpolation
  • Based on the Thiessen triangulation method. The
    fundamental basis of the procedure is to connect
    adjacent irregularly-located (x,y,z) data points
    into a grid of triangles.
  • The three data points connected by each triangle
    define a plane (as in a TIN).
  • A vertical (constant x and y) line is extended
    from each point in the output lattice.
  • The intersection of the vertical line with the
    plane formed by the vertices of the triangle
    defines the z-value of the surface at each (x,y)
    lattice grid point.

21
C1 spline function
  • Spline function is the mathematical equivalent of
    a flexible ruler
  • Piece-wise functions approximate a curved line or
    surface by a sequence of straight line segments
    fit to a small number of points
  • Joins between one part of the curve and another
    are continuous.
  • C1 surface interpolation has the property that it
    has no sharp discontinuities, and generally
    yields a smooth, pleasing contour map
  • In regions of sparse data excessive "peaks" and
    "valleys" may be generated with some data sets

22
Weighted Moving Average Method
  • Values of the function for the set of n regular
    grid points are computed based on the value of z
    at some number of the closest adjacent irregular
    data points
  • The value of z for each actual data point is
    distance-weighted so that closer real points lend
    more weight
  • A search radius is defined as well as the number
    of closest data points to be used to compute each
    z-value at a grid point.
  • The final form of the resulting map is strongly
    dependent on the value of r, on the clustering of
    the actual data points, and on the presence of
    outliers

23
Weighted moving average
24
Kriging
  • Natural data are difficult to model using smooth
    functions because normally random fluctuations
    and measurement error combine to cause
    irregularities in sampled data values
  • Kriging was developed to model those stochastic
    concepts. It is based on the concept of a
    regionalized variable that has three components
  • STRUCTURAL - This may be represented by the mean
    or a constant trend.
  • SPATIALLY CORRELATED - Data often exhibit
    positive spatial correlations.
  • RANDOM NOISE - Measurement errors, other errors.

25
Data points
Structural
Random noise
Correlated
26
Kriging
27
Kriging
  • This method requires extensive user knowledge and
    as such is most subject to misuse. This method
    will generate invalid or useless output data when
    used incorrectly
  • Kriging is a weighted average method of gridding
    which determines weights based on the location of
    the data and the degree of spatial continuity
    present in the data as expressed by a
    semi-variogram
  • The weights are determined so that the average
    error of estimation is zero and the variance of
    estimation minimized
  • There are two types of kriging
  • ordinary kriging the expected value of the
    underlying trend of z is assumed to be constant
    over the entire (x,y) grid area
  • universal kriging allows the specification of a
    drift polynomial describing the underlying
    trend in the data

28
Rainfall minus terrain
29
Rainfall with terrain
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