Slide 1

Introduction to GIS Slide 2 Slide 3 Surprise! Its not a perfect sphere Earth is an Oblate spheroid Oblate ellipsoid Geoidal Slide 4 Slide 5 An unprojected coordinate system uses latitude and longitude to define the locations of points on a sphere or spheroid Covers entire earth with one system and a single origin Used when a single coordinate system is needed for entire earth Since latitude and longitude are angular measurements they are not suitable for measuring distances. Slide 6 LATITUDE the equator is the origin for latitude 1 degree of latitude is ALWAYS 69 miles (111km) LONGITUDE Greenwich, England, is the origin for longitude. 1 degree of longitude is 69 miles (111km) at the equator 1 degree of longitude is 0 miles at the poles ORIGIN single origin is off the coast of Africa Slide 7 Slide 8 Latitude and longitude are angles expressed in degrees, minutes, and seconds 1 degree = 60 minutes 1 minute = 60 seconds 12530 45 = 125 + 30/60 + 45/60/60 = 125.5125 Slide 9 Slide 10 A datum is a mathematical representation (model, a set of reference points) of the shape of the Earths surface It serves as the reference or base for calculating the Geographic Coordinate of a location. http://gis.washington.edu/esrm250/lessons/projection/ Slide 11 Two kinds of datum: A global/geocentric datum: is centered on the earth's center of mass. +World Geodetic System of 1984 (WGS 84). A local datum: is slightly offset to a convenient location in order to accommodate a particular region of study. +The North American Datum of 1927 (NAD27) +The North American Datum of 1983 (NAD83) Slide 12 A datum is a mathematical representation of the shape of the Earths surface. A datum is defined by a spheroid, which approximates the shape of the Earth and the spheroids position relative to the center of the Earth. There are many spheroids that represent the shape of the Earth and many more datums based on them. A horizontal datum provides a frame of reference for measuring locations on the surface of the Earth. A local datum aligns its spheroid to closely fit the Earths surface in a particular area, its origin point is located on the surface of the Earth. Slide 13 North American Datum of 1927 (NAD27) is a datum based on the Clarke ellipsoid of 1866. The reference or base station is located at Meades Ranch in Kansas. There are over 50,000 surveying monuments throughout the US and these have served as starting points for more local surveying and mapping efforts. Use of this datum is gradually being replaced by the North American Datum of 1983. North American Datum of 1983 (NAD83) is an earth- centered datum based on the Geodetic Reference System of 1980. The size and shape of the earth was determined through measurements made by satellites and other sophisticated electronic equipment; the measurements accurately represent the earth to within two meters. Slide 14 Slide 15 Projection is the process that transforms three- dimensional space onto a two-dimensional map. Slide 16 a Map Projection this is what gets us flat Scale change zoom into the area of interest Map Coordinates this helps us locate things on the map Slide 17 Projection is the process that transforms three- dimensional space onto a two-dimensional map. Projections are done through mathematical principles of geometry and trigonometry that recreate the physical projection of light through the globe What is the goal? To minimize the distorting effects of projections on the true representation of spatial phenomena Slide 18 ANY projected flat map distorts reality by compromising on one of the following: Shape[S] Area[A] Distance[D] Direction[D] This makes geographers and GIS experts very [SADD] There are names for the different classes of projections that minimize distortion. Those that minimize distortion: in shape: conformal. in distance: equidistant. in area: equal-area. in direction: true-direction. Slide 19 Slide 20 Slide 21 Slide 22 Slide 23 Slide 24 A set of techniques developed by cartographers to depict with reasonable accuracy the spherical earth in two-dimensional media. azimuthal Cylindrical (regular or transverse) conic Slide 25 The Mercator projection is also known as the cylindricalprojection and is shown in the illustration here. Note that it is as if a cylindrical piece of paper is wrapped around the globe. If a light bulb were inside the globe, the outlines of the continents and latitude and longitude lines will be "projected" onto the paper. You would then trace these lines and create the map when you open up the paper. It is important to see that where the paper is in contact with the globe the transfer of information to the map is very accurate. As the distance between the paper and the globe increases, the amount of distortion in the shapes of the landmasses also increases. Therefore, with the Mercator projection, the map is most accurate at the equator and the worst at the poles. Look how excessively large Antarctica is! parallels and meridians are perpendicular on this map best accuracy at equator, worst representation at the poles map is used in navigation: straight lines on this map are rhumb lines - lines of constant compass bearing (not the shortest route). Rhumb lines are also known as loxodromes. Great circle routes (shortest route between two points) are curved on this map. Slide 26 The Polar Projection (also known as the Plane or Gnomonic Projection). Produced by placing our piece of paper on either pole. parallels are shown as circles around the pole meridians are straight lines radiating from the pole like the spokes of a wheel distorts near the equator only shows one hemisphere at a time so if you want to show the entire world, you would need two maps Great circle routes on this map are straight lines, rhumb lines are curved. Slide 27 The Conic Projection is centered on the mid-latitudes so there is least distortion there. Make a cone and place it on the globe. parallels are curved meridians appear straight and converge towards the pole good map projection if you are going to show features in the mid-latitudes, like the United States. Slide 28 Slide 29 Different coordinate systems have different origins (0,0) Different coordinate systems cover all or only part of the earth Different coordinate systems have different units of measurement (e.g. feet, meters, degrees) A coordinate system is a means for identifying a point on the earth on a planimetric map. Slide 30 Geographic Coordinate System (GCS); map units in decimal degrees. Universal Transverse Mercator (UTM); map units in meters. State Plane Coordinate System (SPCS); preferred map units in U.S. Survey Foot. Slide 31 Slide 32 UTM provides georeferencing at high levels of precision for the entire globe covers the entire earth in 60 zones, each 6 degrees wide commonly used by environmental scientists, the military and other professions who need to work at the local level but also need their maps to coordinate with other areas on earth. 80 degrees S to 84 degrees N used due to deviation on the two ends Slide 33 Slide 34 10 zones (10-19) cover the continental US Each 6 degree zone is split in two: North Zone and South Zone Origin (0,0) is at South West of each zone (avoids negative coordinates UTM is measured in meters, i.e. how many meters east and north from origin? Slide 35 Slide 36 Slide 37 developed by the US Coast Guard and Geodetic Survey used only in the US about 120 zones to cover the entire United States each zone has its own coordinate system similar coordinate systems are used around the world Slide 38 Wisconsin (left) has 3 zones each zone has its origin (0,0) in the south west corner so that all coordinates in the zone have positive values SPCS is measured in feet a point is located based on how many feet east and north or origin zones are defined by political boundaries Slide 39 CALIFORNIA ZONE I FIPSZONE: 0401 UTM ZONE: 10 DEL NORTE, HUMBOLDT, LASSEN, MODOC, PLUMAS, SHASTA, SISKIYOU, TEHAMA, TRINITY CALIFORNIA ZONE II FIPSZONE: 0402 UTM ZONES: 10 & 11 ALPINE, AMADOR, BUTTE, COLUSA, EL DORADO, GLENN, LAKE, MENDOCINO, NAPA NEVADA, PLACER, SACRAMENTO, SIERRA, SOLANO, SONOMA, SUTTER, YOLO, YUBA CALIFORNIA ZONE III FIPSZONE: 0403 UTM ZONES: 10 & 11 ALAMEDA, CALAVERAS, CONTRA COSTA, MADERA, MARIN, MARIPOSA, MERCED, MONO, SAN FRANCISCO SAN JOAQUIN, SAN MATEO, SANTA CLARA, SANTA CRUZ, STANISLAUS, TUOLUMNE CALIFORNIA ZONE IV FIPSZONE: 0404 UTM ZONES: 10 & 11 FRESNO, INYO, KINGS, MONTEREY, SAN BENITO, TULARE CALIFORNIA ZONE V FIPSZONE: 0405 UTM ZONES: 10 & 11 KERN, LOS ANGELES, SAN BERNARDINO, SAN LUIS OBISPO, SANTA BARBARA, VENTURA CALIFORNIA ZONE VI FIPSZONE: 0406 UTM ZONE: 11 IMPERIAL, ORANGE, RIVERSIDE, SAN DIEGO Slide 40 Slide 41 Both based on zones UTM zones follow lines of latitude and longitude state plane zones generally follow political boundaries UTM not as accurate as SPCS Slide 42 Who cares? Im not a cartographer, Im a planner! Slide 43 Everything in ArcGIS is based on an X and a Y If your data does not have a defined projection, you can define it (but you need to know what it is!) If your data has a different projection than your other data, you need to project it to one common projection In other words one project = one projection Slide 44 Slide 45 The Define Projection tool: Assign the correct projection to the data layer ArcMap, select Catalog window > Toolboxes > System Toolboxes The Feature/Project tool: Creates a NEW copy of the data in the coordinate system you have selected Slide 46 On-the-fly projection eliminates the need to change the projection of the data in ArcGIS A data frames projection can be pre- set by the user or ArcMap will default to the projection of the first layer added Slide 47 Slide 48 Slide 49 Slide 50 Slide 51 DeMers, Michael N., 1997. Fundamentals of Geographic Information Systems. New York: John Wiley & Sons, Inc. Krygier, John and Wood, Denis, 2005. Making Maps. New York: The Guilford Press. http://krygier.owu.edu/krygier_html/geog_222/geog_222_lo/ geog_222_lo13.html http://krygier.owu.edu/krygier_html/geog_222/geog_222_lo/ geog_222_lo13.html Georeferencing, Projections. Retrieved from http://web.dcp.ufl.edu/junagoda/courses/urp- 4273/lect_slides/week6.pdf. http://web.dcp.ufl.edu/junagoda/courses/urp- 4273/lect_slides/week6.pdf http://www.manifold.net/index.html http://www.manifold.net/index.html http://web.gccaz.edu/~lnewman/gph111/topic_units/Systems _grid_proj/systems_time/index.html http://web.gccaz.edu/~lnewman/gph111/topic_units/Systems _grid_proj/systems_time/index.html Maher, Margaret M., 2010. Lining Up Data in ArcGIS. Redlands, California: ESRI PRESS.