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Global positioning system. Funded and controlled by the US department of defense. Needs 4 satellites for x,y,z. Reciever computes position, velocity and time. |
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Milstones. 1973. 1978. 1995. |
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Definition
Architecture improved. First satellite launched. System declared operational. |
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Milstones. 1973. 1978. 1995. |
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Architecture approved. First satellite launched. System declared operational. |
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6 orbital planes (60o apart) 4 satellites per plane 5-8 satellites visible from any point on earth. |
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If we know the distance to satellites, then 1 satellite results in a sphere. 2 result in a circle. 3 result in 2 points. 4 results in 1 point. Only 3 satellites are required in principle. The 4th satellite corrects for timing errors and is therefore always needed. |
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Recievers have quartz clocks and accuracy of: |
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For a GPS to measure distance: |
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The satellite sends out a known sequence of patterns and any time difference will be autocorrected once it is noticed |
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If a reciever and a satellite clock are out of sync by 1/100 s, |
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distance measurement could be out by 3000 km. The 4th satellite corrects this. |
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are controlled twice a day. Minute differences are recorded and sent with the message to the reciever. A good reciever will understand this message and correct its time. |
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Radio signals can pass through: But not throgh: |
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Definition
Clouds, glass, plastics and foliage of trees. Buildings and mountains. |
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Water vapour and the ionosphere: |
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Influence and change the speed of light. No correction is possible for this problem. |
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Accuracy can be decreased because: |
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The sum of all errors can decrease accuracy even if each error is relatively small. |
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Dilution of precision. States that when satellites are far apart the DOP is low and there is a good DOP (angles between satellites are larger). When satelites are close together the DOP is high and there is a poor DOP (angles between satellites are smaller). |
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cm accuracy uses reference point on Earth (benchmark) By knowing position of benchmark, combined errors can be corrected. |
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GPS and GIS can be used for: |
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Animal tracking Emergency responses Transportation |
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Creation of a digital database is most important and time consuming task on which GIS depends. |
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Most common sources for spatial data |
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hard copy maps aerial photographs remotely-sensed imagery point data samples from surveys existing digital data files |
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Heads down: digitizing tablet, hard copy map/ Heads up: on screen digitizing, from images (satellite, air photo, scanned) |
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Use a grid of wires embedded in the tablet to generate a magnetic field which is detected by the cursor. accuracies better than 0.1 mm (better than the 0.5 mm accuracy of the operator) |
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Heads-down Digitizing operation |
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Definition
Map is placed on digitizing table. At least 4 control points are used (coordinates of these points are known. More control points = better map) Follow selected feature with cursor. |
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Digitizing mode in which operator identifies points to be captured by pressing a button. Advantages/disadvantages: operator selects points subjectively. Different operators will select different points. |
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digitizing method in which points are captured at set time intervals (usu. 10/sec) or on movement of the cursor by a fixed amount. Advantages/disadvantages: generates large number of points (redundancy) and is more demanding on the user. |
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If map is removed from digitizing table, reference points must be re-entered. If map has stretched or shrunk, newly digitzed points will be slightly off in their location. Errors on the map are entered into the GIS database High level of concentration is needed Discrepancies across map sheet boundaries (edge-matching) |
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lines do not connect polygons are not closed potential topology problems |
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Creates a dangle Creates a dangle node After cleaning dangles, there is a useless line but it does no harm to topology. |
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Tolerance that snaps two points together within a certain (set) distance. |
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RMS - Tic registration error |
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Root mean square error represents the difference between original control points and new control point locations calculated by the new transformation process |
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1736. Started a new branch of mathematics: Topology GIS topology is a set of rules and behaviours that model how points, lines and polygons share coincident geometry. |
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Topology does not change if you ______________________ and it is independent of __________________ |
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transform, stretch, bend coordinate system and scale |
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How features share geometry: |
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-adjacent polygons have shared edges - street centrelines and census blocks share geometry -adjacent soil polygons share edges. -no gaps should exist between polygons -there should be no overlapping features |
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unconnected chains - without topology strings of unconnected lines no spatial relationship arcs may not join intersections may not have connecting nodes adjacent polygons may overlap or underlap |
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Topological structure of the digital spaghetti GIS vector data are constructed with topology. |
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Three elements of topology |
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Adjacency - sharing common boundary Containment - polygon is enclosed and has an area Connectivity - common link. Arcs are connected by nodes. Allows networks and routes. |
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Uses topological modeling for determining shortest paths and alternate routes. |
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defined by vertices and nodes arcs have nodes as endpoints have direction defined by nodes from-node and to-node |
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Use arc and arc direction to combine polygons Follow arcs in clockwise direction |
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Arcs have direction and therefore each arc records which polygon lies to the left and right side of its direction Outside the study area is called the Universe |
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Connectivity and location slide |
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more connectivity and location |
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more connectivity and location |
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Geoprocessing is any use of location of features to: |
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-Combine attributes (join by location) -Overlay features (union, intersect, identity) -process based on spatial relationships (buffer, clip, dissolve, merge, append, find nearest feature) |
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Interconnected pathways or networks Features that connect or touch |
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Nearness Use of buffer zones |
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Combines the geometries and attributes of 2 features to create a new output |
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used like a cookie cutter to only use data within a certain area |
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Aggregates (joins) features based on similar attributes (border lines from 2 files are erased with this feature to make both files appear as one) |
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Combines input features from multiple sources into a new feature class (makes rivers from two files into one river file) |
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Merges multiple feature classes together to create a single feature class (makes 2 files 1) |
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Boolean OR Includes all classes from the input in the output |
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Boolean AND Features that overlap in the input will be in the output |
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Map extent of input features Inputfeatures that overlap the identity features will beincluded in the output |
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where continuous data are required -distances, proximity, cost surfaces -elevation models, soils, climate, habitat, vegetation |
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Rasters with nominal data |
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have names or a code. eg, land use, soils, county boundary -fir -juniper -pine -spruce |
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Rasters that have ordinal data |
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can be categorized have names and are ranked eg. land suitabilty, wildlife suitability, risk - very good -good -moderate -poor |
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Rasters that have interval data |
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can be ordered and classed eg. rainfall, population density - 700-709 - 710-719 - 720-729 |
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Satellite images or digital images such as aerial photographs or scanned maps have a raster format, but lack: |
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Definition
internal format for analysis and modeling |
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Vector data representation vs Raster data representation |
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VECTOR: models discrete features with precise shapes and boundaries RASTER: models continuous phenomena and images of the earth |
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aerial photography GPS recievers digitized from map manuscripts sketched on top of raster display contours from triangulation CAD drawings |
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photographed from an airplane satellite image converted from triangulation rasterized from vector data scanned blueprints, photographs |
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-original resolution without generalization -graphic output is more aesthetically pleasing (traditional) -most data are in vector format -accurate geographic location of data is maintained -allows use of topology |
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Vector data disadvantages |
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-location of each vertex must be stored explicitly -continuous data are not accurately represented -spatial analysis and filtering with polygons is impossible |
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-location of each cell is implied by postion in cell matrix -no geographic coordinates are stored OTHER THAN the origin point (bottom left corner) -data analysis is fast -ideally suited for mathematical modelling and quantitative analysis -some discrete data are represented equally as well as continuous data -integrates the two data types |
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Raster data disadvantages |
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-cell size determines the resolution at which data are represented -difficult to represent linear features -network of linkages are difficult to establish -raster maps reflect only one attribute -vector - to - raster conversion is often required. Problems occur with generalization of grid-cell size |
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Definition
Perform a calculation on single cell at a time. Neighbouring cells do not influence result |
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Perform a calculation on a single cell and its neighbouring cells. Neighbourhoods can return mean, standard deviation, sum or range of values within immediate or extended neighbourhoods |
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Perform a calculation on a zone, which is a set of cells with a common value. Cells that form a zone can be discontinuous. Can be statistical or geometric. Area, centroid, perimetre, ranges, sum calculations |
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Perform a computation on a raster as a whole. eg. Euclidean distances, weighted cost distances, watershed diliniation. |
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For a perfect overlay of raster data |
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Definition
Spatial analyst options must be set |
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Identifies maximum rate of change in value from each cell to its neighbours can be percent slope or degree slope first derivative of the surface curvature uses 3x3 neighbourhood window |
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Percent of slope = rise/run *100 Percent slope *100 = tan (degree slope) |
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Slope direction Identifies the down slope direction or maximum rate of change in value of each cell to its neighbours zero slope aspect assigned value of -1 |
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Assign new values to old cell values Make a wide range of values into few meaningfull classes |
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Theissen polygons (Voronoi polygons) |
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polygons around points. Any location in that polygon is closer to the point the polygon surrounds than any other polygon centroid |
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Specifies that any circle around 3 nodes in a triangle will not include any other nodes Triangles are made and then perpendicular lines are constructed across the centre of the line connecting two points. then polygons are built. |
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To calculate density from point estimates of a population Output density will be occurances of measured quantity per specified unit of area SIMPLE or KERNAL |
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density for each cell is found by summing the value found in population field for eachpoint found in the search radius and dividing by the area of the circle in area units |
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calculated same as simple but value found in population field is distributed out from each point. Smoother looking output |
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Raster calculator is used to |
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Definition
enter aglebra expression create new themes (grids) perform complex analysis |
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How to make raster calculator results permanent |
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1. By supplying a name for the output function in dialog box -[output1] = [input]/1000 ---> creates temporary file -output2 = [input]/1000 ---> creates permanent file 2. By creating a temporary result and then making it permanent. (right click in TOC - Data - Make permanent) 3. By saving the map document, which makes all temporary files permanent in the working directory, using default output name |
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output = con ([waterdist] > 1000, 1, 0) con - condition (IF) con (condition, true, false) If the value of waterdist is >1000, then the output gets a value of 1, otherwise it gets a value of 0. |
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Map algebra operators: Boolean and Relational |
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Definition
Boolean: the integer output grid will contain values of 1 (TRUE) or 0 (FALSE) Relational: compare the two numbers. If the result is true, 1 is returned, if it is false,0 is returned. |
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What would a wedge be used for when using focal functional neighbourhoods? |
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Definition
Analyzing wind patterns. Useful to predict fire patterns. How pesticides from one crop will affect neighbouring crops. |
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Spatial interpolation is: |
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A continuous grid from point data Estimation of z values of a surface at an unsampled point based on z values of the surrounding points Value for every cell in the grid is calculated |
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4 major methods of interpolation |
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Definition
-Trend: (polynomial) local, global -Inverse distance weighting (IDW) -Spline -Kriging |
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Global polynomial interpolation |
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Definition
Uses all points. Local neighbours may over or underestimate May not capture overall sloping plane (trend) Minimize error of prediction To make a bend, use a second order polynomial, for 2 or 3 bends, use third and fourth order polynomials |
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Local polynomial Interpolation |
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Definition
fit many smaller overlapping planes and use centre of each plane as prediction for each location. More accurate than global polynomial interpolation |
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Inverse Distance Weighting |
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weight of a value decreases as distance increases from a prediction location Can be accurate IF elevation samples are relatively evenly distributed and surface characteristics do not change across the landscape |
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Term
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Definition
-Nearest neighbours - integer value defining minimum number of points to be used for interpolation -Fixed Radius - distance in map units specifying that all input sample points within the specified radius will be used to perform interpolation -Power - defining higher powers puts more emphasis onto nearest points. Nearby data will have most influence and surface will have more detail (will be less smooth) |
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Controls of interpolation |
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Definition
limiting search radius limiting maximum number |
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Barriers of interpolation |
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-Barriers - limit selected set of input sample points used to interpolate output z values to only those samples on the same side of the barrier as the current processing cell linear discontinuities Can be used in IDW and Kriging |
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Term
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Definition
Surface that captures global trends and local variations Bend and stretch surface to pass through all points It is a mathematical function that bends the surface like a rubber sheet to make it pass through sampling points Minimizes total curvature Gently varying surface is calculated Good for surfaces without abrubt changes in elevation or terrain models |
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Definition
REGULARIZED - yields a smooth surface and smooth first derivatives (yields smoother surface) TENSION - tunes stiffness of interpolant according to character of modelled phenomenon WEIGHT - between 0 and 0.5. Higher values will yield coarser surfaces when using tension NUMBER OF POINTS - smoother surface with more points |
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Definition
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When to use spline and when to use IDW |
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IDW is used: when assuming variable being mapped decreases in influence with distance eg. consumer purchase power for retail site analysis SPLINE is used: when variable is a smooth conitinuous surface. NOT GOOD in areas with large variability over small distances. eg. water table, terrain, pollution concentration |
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Postion, time and velocity |
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