Review of Projections and Coordinate Systems Referencing Data

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Review of Projections and Coordinate Systems Referencing Data to Real Locations

Review of Projections and Coordinate Systems Referencing Data to Real Locations

Coordinate Systems Geographic vs. Projected Geographic Coordinate Systems (GCS) Location measured from curved surface

Coordinate Systems Geographic vs. Projected Geographic Coordinate Systems (GCS) Location measured from curved surface of the earth Measurement units latitude and longitude – Degrees-minutes-seconds (DMS) – Decimal degrees (DD) or radians (rad) Projected Coordinate Systems (PCS) Flat surface Units can be in meters, feet, inches Distortions will occur, except for very fine scale maps

Geographic Coordinate System • Parallels - east to west – 0° at the Equator

Geographic Coordinate System • Parallels - east to west – 0° at the Equator (0 °-90 °) • Meridians – north to south – 0° at the Prime Meridian (0 °-180 °) • Latitude and longitude are angular measurements made from the center of the earth to a point on the surface of the earth

Map Projection: A map projection is a mathematical formula for representing the curved surface

Map Projection: A map projection is a mathematical formula for representing the curved surface of the earth on a flat map. – wide variety of projections possible – each projection will create a different type of distortion

Distortions are inherent in maps The Earth is round, a map is flat distance

Distortions are inherent in maps The Earth is round, a map is flat distance area shape direction

Map Projections Types 14

Map Projections Types 14

Datums A reference frame for locating points on Earth’s surface It consist of: 1)

Datums A reference frame for locating points on Earth’s surface It consist of: 1) A spheroid (ellipsoid) with a spherical coordinate system and an origin. 2) A network of points that have been meticulously surveyed.

Modeling the Earth : spheroids, ellipsoid and datums! – North America Datums NAD 27

Modeling the Earth : spheroids, ellipsoid and datums! – North America Datums NAD 27 – Clarke 1866 spheroids – Meades Ranch, KS – Local Datum NAD 83 – – – (National Geodetic Survey) GRS 80 (Geodetic Reference System) spheroid Earth-centered GPS compatible WGS 84 (National Imagery and Mapping Agency – National Geospatial – Intelligence Agency) – Additional parameters of model – Used in GPS Why all the trouble to learn about datums? 10 - 100 meter shift between NAD 27 and NAD 83/WGS 84!

Working with Coordinate Systems in Arc. GIS On-the-fly projection “Define Projection” vs “Project” Predefined

Working with Coordinate Systems in Arc. GIS On-the-fly projection “Define Projection” vs “Project” Predefined Projections (provided by Arc. GIS) Projection File -. prj – Text file stores projection information Data frame takes on the CS of the first data layer added to the project.

Map Projections Parameters Standard Line – line of tangency - where the projection surface

Map Projections Parameters Standard Line – line of tangency - where the projection surface meets the globe • No distortion at this point – increase distortion moving away • Standard Parallel • Standard Meridian • More than one standard line possible • Central Line • Defines the center of the map projection • Central parallel - latitude of origin • Central meridian • Can be different from standard line • False Easting – x- coordinate value • False Northing – y- coordinate value 14

Commonly Used Map Projections in California Universal Transverse Mercator (UTM) California State System –

Commonly Used Map Projections in California Universal Transverse Mercator (UTM) California State System – (Teale) Albers Equal-Area Conic State Plane Coordinate (SPC) System – Lambert conformal conic projection

Teale Albers Projection ( California) AKA: CA State System, CA Albers Equal Area Projection

Teale Albers Projection ( California) AKA: CA State System, CA Albers Equal Area Projection Surface: Conical Spatial Properties: Equal Area (Equivalent) Projection Parameter 1 st Standard Parallel: 34° 00’’ 2 nd Standard Parallel: 40° 30’ 00’’ Central Meridian: -120° 00’’ Central Parallel Latitude of origin: 00° 00’’ False easting (meters): 0 False northing (meters): -4, 000 Example of Coordinate: X = -161, 327 (meters) Y = -149, 199 (meters)

Universal Transverse Mercator (UTM) 60 zones – 6 o wide – Defined by central

Universal Transverse Mercator (UTM) 60 zones – 6 o wide – Defined by central meridian (example: 120° W) Preserves direction and small shapes (conformal projection). Extent is from 84°N to 80 °S. 84 N° 80 S° UTM coordinates are easily recognized by 6 digit for the x, and 7 digit for the y ( most of the time at latitudes of 15° and greater in the Northern Hemisphere) Secant!

Universal Transverse Mercator (UTM)

Universal Transverse Mercator (UTM)

UTM Zone 10 N and S Example of Coordinate in Monterey: X = 602,

UTM Zone 10 N and S Example of Coordinate in Monterey: X = 602, 585 (meters) Y = 4, 050, 086 (meters) Value Decrease Value Increase False Easting 500, 000 0 m 0 m 10, 000 m Equator Origin Value Increase Projection Parameter False Easting: 500, 000 m False Northing: 0 m Central Meridian: -123° Scale Factor: 0. 999600 Central Meridian Value Increase Projection Surface: Cylindrical Spatial Properties: Conformal, Shape and Direction 84 N° 80 S° 6°

UTM Often found in military applications, and in datasets with global or national coverage

UTM Often found in military applications, and in datasets with global or national coverage UTM system is secant with lines of scale 1 located on both sides of the central meridian, the projection is conformal, so small features appear with the correct shape and scale is the same in all directions. (Scale is 0. 9996 at the central meridian and at most 1. 0004 at the edges of the zones Because there are effectively 60 different projections, maps will not fit together across a zone boundary.

Universal Transverse Mercator (UTM)

Universal Transverse Mercator (UTM)

State Plane Coordinate System

State Plane Coordinate System

State Plane Coordinate System (SPSC) ØAlthough distortions of the UTM system are small, they

State Plane Coordinate System (SPSC) ØAlthough distortions of the UTM system are small, they are too great for accurate surveying ØPlus zone boundaries follow arbitrary lines of longitude rather than jurisdictions. Ø Not a true map projection ØCollection of different projections for every state in the US ØDesigned in the 1930 s to provide a local reference system tied to a national datum. ØSome states (depending on size and latitudinal extent) have multiple zones ØMost USGS 7. 5 minute maps indicate state plane coordinates (as well as UTM, and lat-long grid)

Cadasters and the US Public Land Survey System The cadaster is defined as the

Cadasters and the US Public Land Survey System The cadaster is defined as the map of land ownership in an area, maintained for the purposes of taxing land, or of creating a public record of ownership. Parcels of land in a cadaster are often uniquely identified by number or by code.

The State Plane Coordinate System East-West oriented States (or zones) use the Lambert Conformal

The State Plane Coordinate System East-West oriented States (or zones) use the Lambert Conformal Conic projection (ex. Tennesse) North-South oriented States (or zones) use the Transverse Mercator projection (ex. Illinois) One zone in Alaska uses Oblique Mercator Based on the North American Datums: NAD 27 and NAD 83 Reference is in Eastings and Northings

SPCS

SPCS

State Plane Coordinate System for California AKA: Lambert Conformal Conic Projection Surface: Conical Spatial

State Plane Coordinate System for California AKA: Lambert Conformal Conic Projection Surface: Conical Spatial Properties: Shape and Distance Projection Parameters False Easting: 6561666 False Northing: 1640416 Central Meridian: -119 ° Standard Parallel_1: 36. 00 ° Standard Parallel_2: 37. 25° Latitude Of Origin: 35. 33 ° Example of Coordinate in Monterey: X = 5, 798, 378 (feet) Y = 2, 135, 524 (feet)

State Plane Zones for NAD 1927 and 1983

State Plane Zones for NAD 1927 and 1983