Geografiske informasjonssystemer (GIS) SGO1910 & SGO4930 Vår 2004 Foreleser: Karen O’Brien Seminarleder: Gunnar Berglund

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Geografiske informasjonssystemer (GIS) SGO1910 & SGO4930 Vår 2004 Foreleser: Karen O’Brien Seminarleder: Gunnar Berglund

Review What is a GIS?

1. A computer system capable of holding and using data describing places on the earth’s surface. 2. An organized collection of computer hardware, software, geographic data, and personnel designed to efficiently capture, store, update manipulate, analyze, and display all forms of geographically referenced information.

Geographic Information System F Organized collection of –Hardware –Software –Network –Data –People –Procedures People Software Data Procedures Hardware Network

A GIS is a computer-based tool for mapping and analyzing things and events that are spatially located.

A GIS integrates common database operations with visualization and geographic analysis through the use of maps.

A GIS stores information as a collection of thematic layers that can be linked together by geography

GIS helps people to:  Integrate information  Visualize scenarios  Solve complicated problems  Present powerful ideas  Develop effective solutions

The Nature of Spatial Data F Distributed through space F Can be observed or described in the real world and identified by geographical location F Change through space and time

Representations F Are needed to convey information F Fit information into a standard form or model F Almost always simplify the truth that is being represented

Digital Representation F Uses only two symbols, 0 and 1, to represent information (e.g., 1111 = 15) F The basis of almost all modern human communication F Many standards allow various types of information to be expressed in digital form –MP3 for music –JPEG for images –ASCII for text –GIS relies on standards for geographic data

Why Digital? F Economies of scale –One type of information technology for all types of information F Simplicity F Reliability –Systems can be designed to correct errors F Easily copied and transmitted –At close to the speed of light

Discrete Objects and Fields F Two ways of conceptualizing or modeling geographic variation F The most fundamental distinction in geographic representation

Discrete Objects F Points, lines, and areas F Countable F Persistent through time, perhaps mobile F Biological organisms –Animals, trees F Human-made objects –Vehicles, houses, fire hydrants

Fields F Properties that vary continuously over space –Value is a function of location –Property can be of any attribute type, including direction F Elevation as the archetype –A single value at every point on the Earth’s surface –The source of metaphor and language u Any field can have slope, gradient, peaks, pits

 The vector model: information about points, lines and polygons are encoded and stored as a collection of x,y coordinates.  The raster model: made up of a collection of grid cells, each holding a piece of information.

Areas are lines are points are coordinates

Generic structure for a grid Figure 3.1 Generic structure for a grid. R o w s Columns Grid cell Grid extent Resolution

Georeferencing  Geographic information contains either an explicit geographic reference (such as latitude and longitude coordinates), or an implicit reference such as an address, road name, or postal code.  Geographic references allow you to locate features for analysis.

Georeferencing  Is essential in GIS, since all information must be linked to the Earth’s surface  The method of georeferencing must be: –Unique, linking information to exactly one location –Shared, so different users understand the meaning of a georeference –Persistent through time, so today’s georeferences are still meaningful tomorrow

Uniqueness F A georeference may be unique only within a defined domain, not globally –There are many instances of Storgatas in Norway, but only one in any city –The meaning of a reference to Greenwich may depend on context, since there are cities and towns called Greenwich in several parts of the world

Georeferences as Measurements  Some georeferences are metric  They define location using measures of distance from fixed places  E.g., distance from the Equator or from the Greenwich Meridian  Others are based on ordering  E.g. street addresses in most parts of the world order houses along streets  Others are only nominal  Placenames do not involve ordering or measuring

Placenames  The earliest form of georeferencing  And the most commonly used in everyday activities  Many names of geographic features are universally recognized  Others may be understood only by locals  Names work at many different scales  From continents to small villages and neighborhoods  Names may pass out of use in time  Where was Camelot? Or Atlantis?

Postal Addresses and Postcodes F Every dwelling and office is a potential destination for mail F Dwellings and offices are arrayed along streets, and numbered accordingly F Streets have names that are unique within local areas F Local areas have names that are unique within larger regions F If these assumptions are true, then a postal address is a useful georeference

Where Do Postal Addresses Fail as Georeferences? F In rural areas –Urban-style addresses have been extended recently to many rural areas F For natural features –Lakes, mountains, and rivers cannot be located using postal addresses F When numbering on streets is not sequential –E.g. in Japan

Postcodes as Georeferences F Defined in many countries –E.g. ZIP codes in the US F Hierarchically structured –The first few characters define large areas –Subsequent characters designate smaller areas –Coarser spatial resolution than postal address F Useful for mapping

ZIP code boundaries are a convenient way to summarize data in the US. The dots on the left have been summarized as a density per square mile on the right

Linear Referencing  A system for georeferencing positions on a road, street, rail, or river network  Combines the name of the link with an offset distance along the link from a fixed point, most often an intersection

Users of Linear Referencing  Transportation authorities  To keep track of pavement quality, signs, traffic conditions on roads  Police  To record the locations of accidents

Problem Cases  Locations in rural areas may be a long way from an intersection or other suitable zero point  Pairs of streets may intersect more than once  Measurements of distance along streets may be inaccurate, depending on the measuring device, e.g. a car odometer

Cadasters  Maps of land ownership, showing property boundaries  The Public Land Survey System (PLSS) in the US and similar systems in other countries provide a method of georeferencing linked to the cadaster  In the Western US the PLSS is often used to record locations of natural resources, e.g. oil and gas wells

Portion of the Township and Range system (Public Lands Survey System) widely used in the western US as the basis of land ownership. Townships are laid out in six mile squares on either side of an accurately surveyed Principal Meridian. The offset shown between townships 16N and 17N is needed to accommodate the Earth’s curvature (shown much exaggerated). The square mile sections within each township are numbered as shown in (A) east of the Principal Meridian, and reversed west of the Principal Meridian. T15N T16N T17N T18N R1WR1E T14N T19N R2WR2E

Latitude and Longitude  The most comprehensive and powerful method of georeferencing  Metric, standard, stable, unique  Uses a well-defined and fixed reference frame  Based on the Earth’s rotation and center of mass, and the Greenwich Meridian

Geographic Coordinates  Geographic coordinates are the earth's latitude and longitude system, ranging from 90 degrees south to 90 degrees north in latitude and 180 degrees west to 180 degrees east in longitude.  A line with a constant latitude running east to west is called a parallel.  A line with constant longitude running from the north pole to the south pole is called a meridian.  The zero-longitude meridian is called the prime meridian and passes through Greenwich, England.  A grid of parallels and meridians shown as lines on a map is called a graticule.

Geographic Coordinates Parallels Equator Prime Meridian Meridians

Geographic Coordinates as Data

Oslo, Norway 59 o 56’ N. Latitude 10 o 45’ E. Longitude

North Pole Greenwich Equator Definition of longitude. The Earth is seen here from above the North Pole, looking along the Axis, with the Equator forming the outer circle. The location of Greenwich defines the Prime Meridian. The longitude of the point at the center of the red cross is determined by drawing a plane through it and the axis, and measuring the angle between this plane and the Prime Meridian.

Definition of Latitude  Requires a model of the Earth’s shape  The Earth is somewhat elliptical  The N-S diameter is roughly 1/300 less than the E-W diameter  More accurately modeled as an ellipsoid than a sphere  An ellipsoid is formed by rotating an ellipse about its shorter axis (the Earth’s axis in this case)

Earth Shape: Sphere and Ellipsoid

The History of Ellipsoids  Because the Earth is not shaped precisely as an ellipsoid, initially each country felt free to adopt its own as the most accurate approximation to its own part of the Earth  Today an international standard has been adopted known as WGS 84  Its US implementation is the North American Datum of 1983 (NAD 83)  Many US maps and data sets still use the North American Datum of 1927 (NAD 27)  Differences can be as much as 200 m

Cartography and GIS  Understanding the way maps are encoded to be used in GIS requires knowledge of cartography.  Cartography is the science that deals with the construction, use, and principles behind maps.

Cartography  How can a flat map be used to describe locations on the earth’s curved surface?

Projections and Coordinates  There are many reasons for wanting to project the Earth’s surface onto a plane, rather than deal with the curved surface –The paper used to output GIS maps is flat –Flat maps are scanned and digitized to create GIS databases –Rasters are flat, it’s impossible to create a raster on a curved surface –The Earth has to be projected to see all of it at once –It’s much easier to measure distance on a plane

Distortions  Any projection must distort the Earth in some way  Two types of projections are important in GIS –Conformal property: Shapes of small features are preserved: anywhere on the projection the distortion is the same in all directions –Equal area property: Shapes are distorted, but features have the correct area –Both types of projections will generally distort distances

Map Projections  A transformation of the spherical or ellipsoidal earth onto a flat map is called a map projection.  The map projection can be onto a flat surface or a surface that can be made flat by cutting, such as a cylinder or a cone.  If the globe, after scaling, cuts the surface, the projection is called secant. Lines where the cuts take place or where the surface touches the globe have no projection distortion.

Map Projections (ctd)  Projections can be based on axes parallel to the earth's rotation axis (equatorial), at 90 degrees to it (transverse), or at any other angle (oblique).  A projection that preserves the shape of features across the map is called conformal.  A projection that preserves the area of a feature across the map is called equal area or equivalent.  No flat map can be both equivalent and conformal. Most fall between the two as compromises.  To compare or edge-match maps in a GIS, both maps MUST be in the same projection.

“no flat map can be both equivalent and conformal.”

Cylindrical Projections F Conceptualized as the result of wrapping a cylinder of paper around the Earth F The Mercator projection is conformal

Conic Projections F Conceptualized as the result of wrapping a cone of paper around the Earth –Standard Parallels occur where the cone intersects the Earth

The “Unprojected” Projection F Assign latitude to the y axis and longitude to the x axis –A type of cylindrical projection –Is neither conformal nor equal area –As latitude increases, lines of longitude are much closer together on the Earth, but are the same distance apart on the projection –Also known as the Plate Carrée or Cylindrical Equidistant Projection

The Universal Transverse Mercator (UTM) Projection  A type of cylindrical projection  Implemented as an internationally standard coordinate system –Initially devised as a military standard  Uses a system of 60 zones –Maximum distortion is 0.04%  Transverse Mercator because the cylinder is wrapped around the Poles, not the Equator

Zones are each six degrees of longitude, numbered as shown at the top, from W to E

Implications of the Zone System  Each zone defines a different projection  Two maps of adjacent zones will not fit along their common border  Jurisdictions that span two zones must make special arrangements –Use only one of the two projections, and accept the greater-than-normal distortions in the other zone –Use a third projection spanning the jurisdiction –E.g. Italy is spans UTM zones 32 and 33

UTM Coordinates  In the N Hemisphere define the Equator as 0 mN  The central meridian of the zone is given a false Easting of 500,000 mE  Eastings and northings are both in meters allowing easy estimation of distance on the projection  A UTM georeference consists of a zone number, a six-digit easting and a seven-digit northing –E.g., 14, E, N

State Plane Coordinates  Defined in the US by each state –Some states use multiple zones –Several different types of projections are used by the system  Provides less distortion than UTM –Preferred for applications needing very high accuracy, such as surveying

Converting Georeferences  GIS applications often require conversion of projections and ellipsoids –These are standard functions in popular GIS packages  Street addresses must be converted to coordinates for mapping and analysis –Using geocoding functions  Placenames can be converted to coordinates using gazetteers

GIS Capability F A GIS package should be able to move between –map projections, –coordinate systems, –datums, and –ellipsoids.