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Local operation
Cell By Cell operations , a local operation computes each cell value in the output raster as a math function of input cell
Neighborhood Operations
It involves a focal cell and a set of its surrounding cells
Zonal operations
Working with two raster data layers.
-One layer defines the zones
-the other contains the values to be analyzed within those zones
Global Operation- Distance
Euclidean Distance and Cost Distance.
-Euclidian Distance tool measures Straight line Distance from each cell to the closest source.
Map algebra operations
-Local operations
-Neighborhood operation
-Zonal operation
-Global Operation
Two types of Terrain analysis
Raster based- DEM (Digital elevation Model)
Vector Based- TIN (Triangulated irregular network )
Errors in DEM -how are they classified
Global Error -Displacement of DEM can
be corrected by geometric transformation
Relative Error - errors are local - significant errors
relative to neighboring elevations
– Artificial peaks and sinks
– This can be corrected by Filling DEM data
Slope
Identifies the maximum rate of change in value fro each cell to its neighbors.
Output raster can be calculated as
Percent slope or degree of slope
Viewshed Analysis
refers to the portion of the land surface that is visible from one or more viewpoints
Basis of analysis in viewshed is
line of sight operation or sight line connects the point and the target
WaterShed
is an area of land that drains all the
streams and rainfall to a common outlet such as the
outflow of a reservoir, mouth of a bay, or any point
along a stream channel (USGS).
• A watershed is a hydrological unit that is often used
for the management and planning of natural
resources
Watershed Delineation
Process of using DEMs and raster data operations to Delineate watersheds and to derive topographic features such as stream networks
WaterShed delineation takes place at various scales
-for the entire stream system
-an individual tributary
-area based or point based
Most DEMs include local
Sinks or Depressions
Sinks are problematic bc
any water that flows into them cannot flow out. To ensure
proper drainage mapping, these depressions
can be filled using the Fill tool
• The number of sinks in each DEM is normally
higher for coarser resolution DEMs
• It is not uncommon to find 1% of the cells in a
30-meter-resolution DEM to be sinks
Flow Direction
this raster shows the direction water will flow out of a cell of a filled elevation raster
Water can flow only into
One Cell
GIS models assumes
No sinks
Calculation for flow direction of the center cell
maximum_drop = change_in_z-value /
distance * 100
Flow accumulation
-tabulates for each cell the number of cells that will flow to it
-It record the number of upstream cells contributing to drainage to each cell
Stream Links
Each section of the stream raster line is assigned a unique value
and is associated with flow direction
Strahler Method
It is the most common Stream ordering Method
Streve Method
All exterior Links are assigned an order of 1
Point based watershed
Task is to delineate watershed basin for a
point of interest – ex.
Dam
• These points of interest
are called pour points
or outlets
• The point should be on
the stream link
Descriptive Analysis what to describe
What is the “location” or “center” of the
data? (“measures of location”)
• How do the data vary? (“measures of
variability”)
Measures of location
Mean
Median
Mode
1st Law Of Geography/ Tobler’s Law
Everything is related to everything else, but near things are more related than distant things. - Waldo Tobler
Spatial patterns
Clustered
Dispersed
Random
Spatial AutoCorrelation
correlation of a variable with itself through space.
• Measures of spatial autocorrelation describe the
degree to which observations (values) at spatial
locations (whether they are points, areas, or raster
cells), are similar to each other. So we need two
things: observations and locations.
positive spatial autocorrelation
If nearby or neighboring areas are more alike, this is
Negative autocorrelation
Describes patterns in which neighboring areas are unlike
No spatial autocorrelation
Random Pattern exhibit
Measuring spatial autocorrelation
Morans I
Oldest indicators of spatial autocorrelation
(Moran, 1950)
• It is a Global indicator
• Compares the value of the variable at any one
location with the value at all other location
Moran’s I > 0
Indicates positive spatial autocorrelation (similar values
cluster together)
Moran’s I < 0
Indicates negative spatial autocorrelation (dissimilar
values cluster together)
Moran's I ≈ 0
Suggests a random spatial pattern with no significant
autocorrelation
P- value
indicates the statistical significance of the observed spatial
autocorrelation. It helps determine whether the spatial pattern is likely
due to chance or if it reflects a meaningful spatial structure.
p-value < 0.05
Typically indicates significant spatial autocorrelation
(either positive or negative) with a 95% confidence level, suggesting that
the observed spatial pattern is unlikely due to random chance.
High/Low Clustering :
G - Statistic
s also a Global statistic
• Defined: a spatial statistic that measures the clustering of
high and low values in a dataset
G-statistic computes Z score
+ Z values and significant p value = clustering of high values
• -Z values and significant p value = clustering of low values
• (Z score is basically a Std. Deviation)
Local Indicator of Spatial Association
LISA = a local statistic (local Moran’s I)
Computes a Z score and p values for every
point or polygon.
• A high I score indicates that the feature is
adjacent to features of similar values
• A high negative I score indicates that the
feature is adjacent to features of dissimilar
values.
Hotspot Analysis (Ord – Getis)
Local G statistic
• Computes a Z score for every feature
– A cluster of high positive z scores suggests the
presence of a cluster of high values or a ‘hotspot’
– A cluster of high negative z scores suggests the
presence of a cluster of low values or a ‘coolspot’
Moran’s I = measure of autocorrelation
Tells whether like values are close to each other
• Based on distance and the value
LISA = local measure of autocorrelation
For each point/polygon indicates whether the adjacent of nearest
feature is similar of dissimilar
G-statistic = global statistic
shows if there is significant clustering of like high values
Ord-Getis = hot spot analysis, local statistic
tells whether a particular high value is close to one another
• Or whether a low value is close to another low value (coolspot)
Statistical Surfaces
Terrain is one type of surface. Here input data are typically limited to a sample of point data
Spatial Interpolation
process of using points
with known values to estimate values at other
points
– Precipitation, Snow accumulation, ..
2
1st Law of Geography
Waldo Tobler Law: "Everything is related to
everything else, but near things are more related
than distant things.
Global Interpolation
Uses every known available value to estimate and unknown value to capture general trend
Local interpolation
uses a sample of known points to estimate an unknown value to estimate local or short range variation
Exact interpolation
predicts a value at the point location that is the same as its known value , the surface passes through the control point
Inexact interpolation
Predicts a value at the point location that differ from its known value
Deterministic Interpolation
Provides no assessment of errors with predicted values
stochastic method
offers assesment of prediction errors with estimated variances
Thiessen polygons method
It assumes that any point within a
polygon is closer to the polygon’s
known point than any other known
points
– Initially developed to estimate
the areal averages of
precipitation
– These are also called Voronoi
polygons
IDW
Inverse distance weighted interpolation
IDW
assumes that each measured point has a local influence that diminishes with distance.
• It gives greater weights to points closest to the prediction location, and the weights diminish as a function of distance, hence the name inverse distance weighted.
In IDW
all the estimated values are between Max and Min values of known points
Spline
an exact interpolation model
Spline details
spline bends a sheet of rubber that passes
through the input points while minimizing the
total curvature of the surface.
• This method is best for generating gently
varying surfaces such as elevation, water table
heights.
Regularized Type
creates a smooth, gradually
changing surface with values that may lie
outside the sample data range
Tension Type
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
Spline vs IDW
Unlike IDW, the predicted values from thin-
plate splines are not limited within the range
of min and max of known points
• Problem in Spline– It can create steep
gradients in data poor areas
Line Density
Calculates a magnitude per unit
area from polyline features that fall within a
radius around each cell
Point density
Calculates a magnitude per unit
area from point features that fall within a
neighborhood around each cell.
Two density estimation methods
Simple density estimation
Kernal Density Estimation
Simple density estimation
This tool calculates the density of point
features around each output raster cell.
• A neighborhood is defined around each raster
cell center, and the number of points that fall
within the neighborhood is totaled and
divided by the area of the neighborhood.
Point density
calculates a magnitude-per-unit area from point features
that fall within a neighborhood around each cell
Line density
Calculates a magnitude-per-unit area from polyline
features that fall within a radius around each cell.
Kernal density
Calculates a magnitude-per-unit area from point
or polyline features using a kernel function to fit a
smoothly tapered surface to each point or
polyline.
Kriging -interpolation
Kriging is a geostatistical method
• It includes autocorrelation—that is, the
statistical relationships among the measured
points.
• Kriging is most appropriate when you know
there is a spatially correlated distance or
directional bias in the data
Semi variance
s a measure of the degree of spatial
dependence between observations along a specific
support
Semivariogram:
plots the average
semi-variance against the average
distance
Nugget
s the initial semi-variance
when the autocorrelation typically is
highest
Sill
is the point where the
variogram levels off; background
noise; where there is little
autocorrelation
Range
he range is the lag distance at
which the sill is reached
Anisotropy
is the term describing the existence of directional differences
in spatial dependence
Stationary:
local variation doesn’t change in different areas of the
map
Ordinary Kriging
Assumes there is no
drift or trend
Focuses only spatially
correlated component
Uses the fitted semivariogram directly
for interpolation
Universal Kriging
Assumes – that there
is a drift/trend in addition to spatial correlation between sample points
Typically universal
kriging uses 1st order
or 2nd order polynomial
Trend tool
uses a global polynomial interpolation that fits
a smooth surface defined by a mathematical function (a
polynomial) to the input sample points
A flat plane
(no bend in the piece of paper) is a first-order
polynomial (linear). Allowing one bend is a second-order
polynomial (quadratic), two bends a third-order (cubic), and
so forth. A maximum of 12 bends (twelfth order) are allowed
with this tool.
Binary model –
uses logical expressions to select spatial
features from a composite raster or multiple rasters
– 1 (true) and 0 (false)
Index model
calculate index value for each unit area
Model builder
A Model builder is generally used for simple programming where
a series of simple operations (e.g. union, clip) are chained
together to perform complex operations.
Reasons for using Model Builder
Models provide visual representation of the data and
workflow
• -Models can be reused and shared, and are easy to modify if
necessary
• -Models are much more convenient than running many tools
individually
• Reasons for not using ModelBuilder:
• -Only simple loops and conditions in comparison to “real”
programming, such as Python, C++, JAVA
Pure network
if only its topology and connectivity are
considered
flow network
If a network is characterized by its topology and flow
characteristics it is referred to as
Direct path
If a network is characterized by its topology and flow
characteristics it is referred to as
Optimum routing
Helping a pizza deliveryman visit numerous
houses in the most time – efficient manner
Closest facility:
Finding the closest hospital to an automobile
accident
A link
refers to a road segment defined by two end points
• This is a basic geometric feature of a network
• Link impedance is the cost of traversing a link
How to measure link impedance
Simple method: – measure the distance
• Distance + speed limit is more realistic
– 5 miles street & 30 miles per hour speed limit
How to measure link impedance?
Junction
a street intersection
turn
transition from one streetsegment to another at a junction
Turn impedance
time taken to complete a turn
• Turn impedance is directional
Non-planar features –
overpass and a street
underneath are shown as
continuous lines without a
node at their intersection
Multimodal network datasets
A network dataset is capable of modeling a single mode of
transportation, like roads, or a multimodal network made up of
several transportation modes like roads, railroads, and
waterways.