projections and coordinate reference systems

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Last updated 8:13 PM on 10/13/26
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58 Terms

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map projection

rendering of the curved earth on a flat map

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grid north

direction of the Y-axis, often equaling the direction of a geographic meridian near the center of the projected area

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points toward the edge of the map surface are

stretched apart

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points that lie closer to the center appear

compressed together

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distortion depends on

projection source, what shape we are projecting on, and where the projection surface is placed at or near the globe

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equidistance

preserves distance relations

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equivalence

preserves area relations

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conformality

preserves local angles

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line of true scale

a standard where there is no distance distortion

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features outside line of true scale are

expanded

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features inside line of true scale are

compressed

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approximate distance distortion by

comparing grid coordinate distances to great circle distances

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ellipses of distortion

conformal - ellipses are circles

equivalent - ellipses are the same size
equidistant - ellipses have same radii

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developable surface

a geometric shape onto which the Earth's surface is projected

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lambert conformal conic

cone intersecting surface of Earth, with points on Earth's surface projected onto the come

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standard parallels

arcs where the cone intersects the ellipsoid, typically parallels of latitude

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distortion is smallest near

standard parallels

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LCC is common for

mapping areas that are larger in an east-west direction

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transverse mercator

earth enveloped in a horizontal cylinder and the surface is projected onto it

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lines of true scale for transverse mercator

two secant lines or a single north-south tangent

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central meridian

line parallel to and midway between the secants, extending north and south

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band of low distortion in mercator runs

north to south

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mercator distortion increases as

distance from the two lines of intersection increases

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orthodrome

line of a great circle, and the shortest distance between two points on a sphere

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loxodrome

line of constant compass direction on a sphere, appearing a straight line on Mercator projection

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literal projection

beam of light rays form the points from sphere’s surface onto projection surfacec

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cylindrical projection

cylindrical shell is used as developable surface e.g. Mercator

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normal cylindrical projection

cylinder is oriented across the equator

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transverse cylindrical projection

cylinder is oriented from pole to pole

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rectangular projection

projected onto rectangle, angles are distorted because the ellipses are distorted

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when ellipses are the same along latitudes

there is symmetrical distortion of angles so you can measure distances and areas along them

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angles can be measured with Mercator because

the ellipses are all circular

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azimuthal/planar projections

plane surface tangent to Earth’s surface and area to be mapped is projected onto it

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gnomonic azimuthal projection

centre of projection is in the centre of earth

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stereographic azimuthal projection

centre of projection is at the counterpole

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orthographic azimuthal projection

rays of light are parallel because centre of projection is at an infinite distance

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normal azimuthal projection

projection plane touches the pole such that meridians become radial beams and latitudes become concentric circles

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transverse azimuthal projection

projection plane touches the equator, longitudes become curves and latitudes become straight lines

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oblique azimuthal projection

anywhere else but the equator

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equidistant

preserving equal distances

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equivalent

preserving equal areas

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conformal

preserving equal angles

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conic projections

conical shell used as the developable surface

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no distortion at points of conic projection where

the secant lines cut through the earth’s surface a little bit

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lambert’s conic projection used by pilots because

you can measure the angle and distance

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mathematical projections

assign pixels arbitrarily through formulas e.g. sinusoidal

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robinson projection

best compromise of factorsm often used in schoolbooks

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waterman-butterfly

best approximation to achieve all three

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state plane coordinate systems

specify positions in cartesian systems for each US state

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state plane systems use either

lambert or mercator depending on length of state’s axis

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lambert has more distortion as you move away from

horizontal standard parallels

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mercator has more distortion as you move away from

vertical central meridian

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universal transverse mercator system

global coordinate system based on the transverse mercator projection

review details in notes

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map distortion may be reduced by making the surface

cut or interrupted

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project between coordinate systems via the

inverse and forward projection equations; calculate geographic coordinates from projected ones, then new projected ones from geographic

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datum transformations

account for differences in geographic coordinates due to changes in the shape or origin of the spheroid used

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public land survey systems

division of land by 6 mile apart north-south lines, forming square townships, meant to identify specific parcels of land

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all coordinate reference systems have an underlying

projection (not always specified)