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Advanced GIS Using ESRI ArcGIS 9.3 Spatial Analyst
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Page 1: Advanced GIS Using ESRI ArcGIS 9.3 Spatial Analyst.

AdvancedGIS

UsingESRI ArcGIS 9.3Spatial Analyst

Page 2: Advanced GIS Using ESRI ArcGIS 9.3 Spatial Analyst.

Spatial AnalystActivation

Load and relocate the Spatial Analysttoolbar.

Be sure to have activated the “Spatial Analyst” extension (Menu – Tools – Extensions)

Page 3: Advanced GIS Using ESRI ArcGIS 9.3 Spatial Analyst.

Spatial AnalystOptions

Load the “Base 4” project

In the Options, set the extent to that of “Mask” and the cell size to 5.

Page 4: Advanced GIS Using ESRI ArcGIS 9.3 Spatial Analyst.

Spatial AnalystDistanceStraight Line

Creates a raster whose cells contain the distance (calculated basing upon straight lines) from given features

Page 5: Advanced GIS Using ESRI ArcGIS 9.3 Spatial Analyst.

Spatial AnalystDistance Straight Line

from points

Page 6: Advanced GIS Using ESRI ArcGIS 9.3 Spatial Analyst.

Spatial AnalystDistance Straight Line

from points

Result

Page 7: Advanced GIS Using ESRI ArcGIS 9.3 Spatial Analyst.

Spatial AnalystDistance Straight Line

from lines

Page 8: Advanced GIS Using ESRI ArcGIS 9.3 Spatial Analyst.

Spatial AnalystDistance Straight Line

from lines

Result

Page 9: Advanced GIS Using ESRI ArcGIS 9.3 Spatial Analyst.

Spatial AnalystDistance Straight Line

from polygons

Page 10: Advanced GIS Using ESRI ArcGIS 9.3 Spatial Analyst.

Spatial AnalystDistance Straight Line

from polygons

Result

Page 11: Advanced GIS Using ESRI ArcGIS 9.3 Spatial Analyst.

Spatial AnalystDistance

Maximum distance

Limits the calculation to values lower than a threshold

Page 12: Advanced GIS Using ESRI ArcGIS 9.3 Spatial Analyst.

Spatial AnalystDistance

Maximum distance

Limits the calculation to values lower than a threshold

Page 13: Advanced GIS Using ESRI ArcGIS 9.3 Spatial Analyst.

Spatial AnalystDistance

Direction

Creates a raster where each cell contains the direction of the straight line connecting it to the closest start feature

Page 14: Advanced GIS Using ESRI ArcGIS 9.3 Spatial Analyst.

Spatial AnalystDistance

Direction

Result

Page 15: Advanced GIS Using ESRI ArcGIS 9.3 Spatial Analyst.

Spatial AnalystDistance

Allocation

Creates a raster where each cell contains the name of the closest start feature

Page 16: Advanced GIS Using ESRI ArcGIS 9.3 Spatial Analyst.

Spatial AnalystDistance

Allocation

Result

Page 17: Advanced GIS Using ESRI ArcGIS 9.3 Spatial Analyst.

Spatial AnalystDistance

Cost Weighted

Calculates distances in “time”

Requires a “Cost Raster”

Page 18: Advanced GIS Using ESRI ArcGIS 9.3 Spatial Analyst.

Spatial Analyst“Cost Raster”

In a Cost Raster each cell contains a value indicating the cost (“time”) needed to cross it.

It may be calculated in different ways, depending on the final aim of the Cost Weighted calculation.

The simplest one may be a slope map

Page 19: Advanced GIS Using ESRI ArcGIS 9.3 Spatial Analyst.

Spatial AnalystDistance

Cost Weighted

This calculation is significantly slower

Page 20: Advanced GIS Using ESRI ArcGIS 9.3 Spatial Analyst.

Spatial AnalystDistance

Cost Weighted

Result

Distance

Page 21: Advanced GIS Using ESRI ArcGIS 9.3 Spatial Analyst.

Spatial AnalystDistance

Cost Weighted

Result

Direction

Page 22: Advanced GIS Using ESRI ArcGIS 9.3 Spatial Analyst.

Spatial AnalystDistance

Cost Weighted

Result

Allocation

Page 23: Advanced GIS Using ESRI ArcGIS 9.3 Spatial Analyst.

Spatial AnalystDistance

Cost Weighted

More complex Cost Raster may give better results.

For example, rivers and buildings can be associated to extremely high cost

Complex cost rasters will severely slow down the calculation(s)

Page 24: Advanced GIS Using ESRI ArcGIS 9.3 Spatial Analyst.

Spatial AnalystDistance

Cost Weighted

Result

Distance

Page 25: Advanced GIS Using ESRI ArcGIS 9.3 Spatial Analyst.

Spatial AnalystDistance

Cost Weighted

Result

Direction

Page 26: Advanced GIS Using ESRI ArcGIS 9.3 Spatial Analyst.

Spatial AnalystDistance

Cost Weighted

Result

Allocation

Page 27: Advanced GIS Using ESRI ArcGIS 9.3 Spatial Analyst.

Spatial AnalystDistance

Shortest Path

Once created the Cost Raster and calculated the Direction Raster, the shortest path connecting the start features to other features (shapefiles) can be calculated creating polylines

Page 28: Advanced GIS Using ESRI ArcGIS 9.3 Spatial Analyst.

Spatial AnalystDistance

Shortest Path

Result

Page 29: Advanced GIS Using ESRI ArcGIS 9.3 Spatial Analyst.

Spatial AnalystDensity

Creates a raster whose cells will record the number of features contained in one area unit

Page 30: Advanced GIS Using ESRI ArcGIS 9.3 Spatial Analyst.

Spatial AnalystDensity

Result

Page 31: Advanced GIS Using ESRI ArcGIS 9.3 Spatial Analyst.

Spatial AnalystDensity

Kernel vs. Simple

Kernel will calculate the density of features in a search radius centered on the feature;Simple will center the analysis on the center of each raster cell

Simple

Kernel

Page 32: Advanced GIS Using ESRI ArcGIS 9.3 Spatial Analyst.

Spatial AnalystDensity

If the field containing the value of population for each feature is included, the result will be a map of population density

Page 33: Advanced GIS Using ESRI ArcGIS 9.3 Spatial Analyst.

Spatial AnalystPopulation Density

Result

Page 34: Advanced GIS Using ESRI ArcGIS 9.3 Spatial Analyst.

Spatial AnalystPopulation Density

Kernel vs. Simple

Simple

Kernel

Page 35: Advanced GIS Using ESRI ArcGIS 9.3 Spatial Analyst.

Spatial AnalystDensity and Population Density

Density and Population Density can be evaluated for linear features too.

Page 36: Advanced GIS Using ESRI ArcGIS 9.3 Spatial Analyst.

Spatial AnalystInterpolate

There are other methods besides TIN to regionalize sparse data, but they can produce rasters only

Page 37: Advanced GIS Using ESRI ArcGIS 9.3 Spatial Analyst.

Spatial AnalystInterpolate

IDWInverse of Distance Weighted

Variable radius

Page 38: Advanced GIS Using ESRI ArcGIS 9.3 Spatial Analyst.

Spatial AnalystInterpolate

IDW

Variable radius

Result

Page 39: Advanced GIS Using ESRI ArcGIS 9.3 Spatial Analyst.

Spatial AnalystInterpolate

IDW

Variable radius

Number of Points

12 points20 points

Page 40: Advanced GIS Using ESRI ArcGIS 9.3 Spatial Analyst.

Spatial AnalystInterpolate

IDW

Fixed radius

Page 41: Advanced GIS Using ESRI ArcGIS 9.3 Spatial Analyst.

Spatial AnalystInterpolate

IDW

Fixed Radius

Result

Page 42: Advanced GIS Using ESRI ArcGIS 9.3 Spatial Analyst.

Spatial AnalystInterpolate

IDW

Fixed radius

Radius

15’000 m25’000 m

Page 43: Advanced GIS Using ESRI ArcGIS 9.3 Spatial Analyst.

Spatial AnalystInterpolate

IDW

Power

1.22

Page 44: Advanced GIS Using ESRI ArcGIS 9.3 Spatial Analyst.

Spatial AnalystInterpolate

IDW

Variable radius

Maximum distance

Max=10’000 mNo max

Page 45: Advanced GIS Using ESRI ArcGIS 9.3 Spatial Analyst.

Spatial AnalystInterpolate

IDW

Fixed radius

Minimum points

Max=10’000 mNo max

Page 46: Advanced GIS Using ESRI ArcGIS 9.3 Spatial Analyst.

Spatial AnalystInterpolate

IDW

Barrier

Page 47: Advanced GIS Using ESRI ArcGIS 9.3 Spatial Analyst.

Spatial AnalystInterpolate

IDW

Barrier

BarrierNo barrier

Page 48: Advanced GIS Using ESRI ArcGIS 9.3 Spatial Analyst.

Spatial AnalystInterpolate

Spline

The Spline method is an interpolation method that estimates values using a mathematical function that minimizes overall surface curvature, resulting in a smooth surface that passes exactly through the input points.

Page 49: Advanced GIS Using ESRI ArcGIS 9.3 Spatial Analyst.

Spatial AnalystInterpolate

Spline

Result

Page 50: Advanced GIS Using ESRI ArcGIS 9.3 Spatial Analyst.

Spatial AnalystInterpolate

Spline

The Regularized method creates a smooth, gradually changing surface with values that may lie outside the sample data range.

The Tension method controls the stiffness of the surface according to the character of the modeled phenomenon. It creates a less smooth surface with values more closely constrained by the sample data range.

Tension Regularized

Page 51: Advanced GIS Using ESRI ArcGIS 9.3 Spatial Analyst.

Spatial AnalystInterpolate

Spline

The Regularized method creates a smooth, gradually changing surface with values that may lie outside the sample data range.

The Tension method controls the stiffness of the surface according to the character of the modeled phenomenon. It creates a less smooth surface with values more closely constrained by the sample data range.

Tension Regularized

Page 52: Advanced GIS Using ESRI ArcGIS 9.3 Spatial Analyst.

Spatial AnalystInterpolate

Spline

Regularized

Weight

Defines the weight of the third derivatives of the surface in the curvature minimization expression. The higher the weight, the smoother the output surface. It must be equal to or greater than zero: typical values are 0, 0.001, 0.01, 0.1, and 0.5.

0.01 0.1

Page 53: Advanced GIS Using ESRI ArcGIS 9.3 Spatial Analyst.

Spatial AnalystInterpolate

Spline

Tension

Weight

For the Tension method, the weight parameter defines the weight of tension. The higher the weight, the coarser the output surface. The values entered must be equal to or greater than zero. The typical values are 0, 1, 5, and 10.

5 0.1

Page 54: Advanced GIS Using ESRI ArcGIS 9.3 Spatial Analyst.

Spatial AnalystInterpolate

Spline

N. of points

Identifies the number of points used in the calculation of each interpolated cell.

The more input points you specify, the more each cell is influenced by distant points and the smoother the output surface. The larger the number of points, the longer it will take to process the output raster.

6 12

Page 55: Advanced GIS Using ESRI ArcGIS 9.3 Spatial Analyst.

Spatial AnalystInterpolate

Kriging

Geostatistical methods, such as kriging, are based on statistical models that include autocorrelation. Because of this, not only do geostatistical techniques have the capability of producing a prediction surface, they also provide some measure of the certainty or accuracy of the predictions.

Kriging is similar to IDW in that it weights the surrounding measured values to derive a prediction for an unmeasured location. The general formula for both interpolators is formed as a weighted sum of the data:

where: Z(si) = the measured value at the ith location. λi = an unknown weight for the measured value at the ith location. s0 = the prediction location. N = the number of measured values.

Page 56: Advanced GIS Using ESRI ArcGIS 9.3 Spatial Analyst.

Spatial AnalystInterpolate

Kriging

Fitting a model, or spatial modeling, is also known as structural analysis, or variography. In spatial modeling of the structure of the measured points, you begin with a graph of the empirical semivariogram, computed as: Semivariogram(distance h) = 0.5 * average[ (value at location i – value at location j)2 ]

for all pairs of locations separated by distance h. The formula involves calculating the difference squared between the values of the paired locations. The image below shows the pairing of one point (the red point) with all other measured locations. This process continues for each measured point.

Page 57: Advanced GIS Using ESRI ArcGIS 9.3 Spatial Analyst.

Spatial AnalystInterpolate

Kriging

Often each pair of locations has a unique distance, and there are often many pairs of points. To plot all pairs quickly becomes unmanageable. Instead of plotting each pair, the pairs are grouped into lag bins. For example, compute the average semivariance for all pairs of points that are greater than 40 meters apart but less than 50 meters. The empirical semivariogram is a graph of the averaged semivariogram values on the y-axis and the distance (or lag) on the x-axis (see diagram below).

Spatial autocorrelation quantifies a basic principle of geography: things that are closer are more alike than things farther apart. Thus, pairs of locations that are closer (far left on the x-axis of the semivariogram cloud) should have more similar values (low on the y-axis of the semivariogram cloud). As pairs of locations become farther apart (moving to the right on the x-axis of the semivariogram cloud), they should become more dissimilar and have a higher squared difference (moving up on the y-axis of the semivariogram cloud).

Page 58: Advanced GIS Using ESRI ArcGIS 9.3 Spatial Analyst.

Spatial AnalystInterpolate

Kriging

Semivariogram

The distance where the model first flattens is known as the range. Sample locations separated by distances closer than the range are spatially autocorrelated; locations farther apart than the range are not.The value at which the semivariogram model attains the range (the value on the y-axis) is called the sill. Theoretically, at zero separation distance, the semivariogram value is zero. However, at an infinitely small separation distance, the semivariogram often exhibits a nugget effect, which is a value greater than zero. If the semivariogram model intercepts the y-axis at 2, then the nugget is 2. A partial sill is the sill minus the nugget.

Page 59: Advanced GIS Using ESRI ArcGIS 9.3 Spatial Analyst.

Spatial AnalystInterpolate

Kriging

Page 60: Advanced GIS Using ESRI ArcGIS 9.3 Spatial Analyst.

Spatial AnalystInterpolate

Kriging

Methods

Ordinary

Universal

Ordinary Kriging is the most general and widely used of the kriging methods and is the default. It assumes the constant mean is unknown. This is a reasonable assumption unless there is a scientific reason to reject it.

Universal Kriging assumes that there is an overriding trend in the data—for example, a prevailing wind—and it can be modeled by a deterministic function, a polynomial. This polynomial is subtracted from the original measured points, and the autocorrelation is modeled from the random errors. Once the model is fit to the random errors and before making a prediction, the polynomial is added back to the predictions to give meaningful results. Universal Kriging should only be used when you know there is a trend in your data, and you can give a scientific justification to describe it.

Page 61: Advanced GIS Using ESRI ArcGIS 9.3 Spatial Analyst.

Spatial AnalystInterpolate

Kriging

Ordinary Models

Circular

Spherical

Exponential Gaussian Linear

The selected model influences the prediction of the unknown values, particularly when the shape of the curve near the origin differs significantly. The steeper the curve near the origin, the more influence the closest neighbors will have on the prediction. As a result, the output surface will be less smooth.Each model is designed to fit different types of phenomenon more accurately.

Page 62: Advanced GIS Using ESRI ArcGIS 9.3 Spatial Analyst.

Spatial AnalystInterpolate

Kriging

Models

Spherical

This model shows a progressive decrease of spatial autocorrelation (equivalently, an increase of semivariance) until some distance, beyond which autocorrelation is zero. The spherical model is one of the most commonly used models.

Page 63: Advanced GIS Using ESRI ArcGIS 9.3 Spatial Analyst.

Spatial AnalystInterpolate

Kriging

Models

Exponential

This model is applied when spatial autocorrelation decreases exponentially with increasing distance. Here the autocorrelation disappears completely only at an infinite distance. The exponential model is also a commonly used model. he choice of which model to use is based on the spatial autocorrelation of the data and on prior knowledge of the phenomenon.

Page 64: Advanced GIS Using ESRI ArcGIS 9.3 Spatial Analyst.

Spatial AnalystInterpolate

Kriging

Result

Page 65: Advanced GIS Using ESRI ArcGIS 9.3 Spatial Analyst.

Spatial AnalystInterpolate

Kriging

Variance