Now that we can convert angles (i.e. latitudes and longitudes) to
linear distances (i.e. meters or feet), we’re all set to develop our
own projection; right! Well, to a certain extent, anyway. Using the
material discussed in our last couple of issues, we can develop the
spherical form of a recognized projection.
Writing formulas for a projection might be getting ahead of ourselves
a bit. However, putting knowledge to useful work is beneficial from an
educational standpoint. So, for the purpose of this specific article,
let us simply assume that a projection is a set of formulas which
convert the angular spherical coordinates of latitude and longitude to
the linear cartesian coordinates of X and Y.
To do so efficiently and effectively, we must first adopt some
conventions. We will use the convention used on a huge majority of maps:
that north is up and east is to the right. Note also, that in the
cartesian coordinate system, having a vertical Y axis and a
horizontal X axis is also a convention. These conventions are so
widely used, it may surprise many Casual Cartographers that they are
just conventions. Using these conventions, it is natural to assume that
there will be one formula to convert longitude values to appropriate
values for X, and a corresponding formula for converting values
of latitude to appropriate values for Y. For the simplest
projection of them all, this is indeed the case. (But not so for just
about all other projections.)
I should point out that we will be using lower case lambda, l
, for longitude and lower case phi, f , for
latitude. This is quite common in the literature written in English.
Other notations that we will use, and which are universally used (in
English documents), are given in Table 1. Beyond the values given in the
table, there does not seem to be much in the way of standard notation.
Note that the use of the R implies a sphere, where the use of a
and/or b implies an ellipsoid.
Converting latitude on the sphere to a linear Y value is:

There are several important implications that may not be obvious to
the Casual Cartographer. First, the units of the resulting y
value are the same as the units of the R value used. Thus, if you
use a radius value given in meters, the resulting y value will be
in meters. Second, this formula implies that the y value of the
equator is zero. Third, converting a latitude in the southern
hemisphere, where latitudes are usually considered to be negative, will
produce a negative y value. Finally, as we have mentioned before,
for this formula to work, the latitude must be expressed in radians (not
degrees).
Similarly, for the X axis, we can write:

The same considerations apply. That is, the units of the resulting x
value are the same as the units used to express the radius of the
sphere; and x will be positive for geographic positions east of
the prime meridian and negative for geographic positions west of the
prime meridian. The prime meridian is usually Greenwich, but again that
is only a convention. And (one last time I promise), the longitude must
be expressed in radians, rather than degrees.
The above formulas do indeed provide formulas for the simplest of all
projections, the projection known as the Platte Carrée or Simple
Cylindrical. Special attention should be given to the case where R
is 57.29577951. Perhaps you’ll recognize that this is the reciprocal
of the factor required to convert a longitude (or latitude) from degrees
to radians. If indeed R is 57.29577951, our formulas simplify to:

where I have used
º
to indicate latitude and longitude in degrees. So when one simply enters
latitude and longitude (in degrees) into a graphic system such as
AutoCAD, one is actually projecting the latitudes and longitudes using
the Platte Carrée projection, using a radius of 57.29577951. You can
choose your units to be whatever you like.
One feature of this projection as far as we’ve defined it, is that
all points along the Prime Meridian (typically Greenwich) have an X
value of zero, the X value assigned to all geography to the east
of the Prime Meridian is positive, and all geography to the west is in
negative X territory. If you live in the western hemisphere, you
may find this inconvenient. If Russian geography is a region of
significant interest, you may find having Russia straddling the ±180
degree crack to be rather annoying. That is, the easternmost sliver of
Russia ends up on the opposite edge of the map than the rest of Russia.
Similarly, the Alaskan Islands of Kiska and Attu end up on the opposite
edge of the map from the rest of Alaska. To address issues of this sort,
it is customary to introduce the concept of an origin longitude.
Technically, this specific longitude becomes the Prime Meridian for
specific purpose of making the desired map. We can accomplish this,
mathematically, by subtracting this "map specific prime
meridian" from the geodetic longitude which is normally referenced
to Greenwich. The end result of this is that the origin longitude
now produces a zero for x, and all geography to the west of the origin
longitude is assigned negative x values. Also, depending upon
our choice of origin longitude, Russia is no longer split across the 180
degree longitude crack.
Thus, when actually making a map using the Platte Carrée projection,
it is often desirable to choose a longitude to use for the origin
longitude. For the reasons related to Russia above, it is often most
convenient to choose an origin longitude to be in the center of
the geography our map is most concerned with. Thus, this origin
longitude thing is also frequently called the central meridian
as it is the meridian of the center of the map we will produce.
Given this little extra complication, we arrive at the official
formulas for the spherical form of the Platte Carrée projection:

Perhaps the most important part of this discussion is that we have
introduced, already, our first couple of map projection parameters. That
is, in order to use the formulas of this, the simplest of all map
projections, we need two parameters: the radius, and the origin
longitude (or if you prefer, the central meridian). In future
discussions of map projections, and other transformations, we will get
deeply involved in all sorts of projection parameters.
While the mathematics involved may be much more complex, the idea is
the same. Map projection parameters are used to generalize the formulas
of a projection so that the projection can be most effectively used for
more than a single map. In our case above, we suggested using the origin
longitude to shift the map so that Russia was no longer cut in two
by the 180 degree longitude crack. This will please the folks in Russia,
but now maybe the folks in Alaska are unhappy, as Alaska would be cut
into two pieces. What’s a Casual Cartographer to do?
Of course, if the purpose of your map is to map Alaska, you’ll
probably not worry too much about the Russians. If the purpose of your
map is to map Russia, or Asia, you’ll probably have ignore the
negative comments from the Alaskans. In any case, as the cartographer,
you have to make this choice, and the implementation of the projection
formulas provide you with this choice through the means of a projection
parameter.
Therefore, in response to a question about what coordinate system is
a map based, it is improper to respond Platte Carrée. Platte Carrée
does indeed specify the formulas used, but not the parameters used. In
response to the question "What coordinate system?" one must
provide not only the projection, but also all appropriate parameters.
When you are given a map, or set of coordinates, to process; do not
ask "What’s the projection?" You’ll only get a small
fragment of the information you need. Rather, in these cases, always ask
"What is the coordinate system?"; and don’t be satisfied
with a response that does not include some parameters. In future
articles of the Casual Cartographer, as we explore some of the different
projections, we’ll learn exactly what parameters are required for each
individual projection.
Aha! Projections are easy!!! Well maybe not. Remember that we’ve
only done the simplest of all projections, and only the spherical form
of it. But our discussion this time has introduced a very important
concept, one that I’m sure most Casual Cartographers have encountered
often. That is the projection parameter. What we’ve seen this time is
that a projection is (implemented as) a set of formulas (like those
given above). When projection parameters are applied to customize these
formulas to a specific region, a specific piece of geography, a specific
mapping project, then and only then do you have a coordinate system.
Most U.S. Casual Cartographers deal in well defined coordinate
systems such as State Plane Coordinate Systems (SPCS) and Universal
Transverse Mercator (UTM) zones. In these cases, the projection
parameters are well established and publicized. In the case of State
Planes, it literally takes an act of the State Legislature to change
them. Thus, the specific projection parameters are directly implied when
one specifies a specific zone. However, even in these cases, it is
important not to be satisfied with just the name or description of the
zone. When given a map or set of coordinates to process, be sure to
obtain the datum, and the unit of the
coordinate system in addition to the zone. (A coordinate system
of the NAD27 State Plane variety can be safely assumed to use the U. S.
Survey foot as its unit.)
Several map projections have been developed which are specific to a
specific piece of geography, the New Zealand Map Grid is one such
system. Therefore, when using this projection, it is unlikely that you
will need to specify any parameters. Similarly, the Bipolar Oblique
Conic Conformal Projection was originally invented for a specific map, a
map of North and South America. Again, when referencing this projection
in a GIS type product, it is unlikely that you will be asked for, or
need, specific parameters.
There is, of course, another alternative to the Russian problem we
discussed above. Could we not simply extend the range of our map beyond
+180 and –180 degrees of longitude? That is, instead of limiting
longitude to be greater than –180 degrees and less than or equal to
+180 degrees as is quite common, why not set limits at, say –210 and
+210. This would have the effect of duplicating some geography at two
different locations. Many GIS products would frown on this idea as it
may require two copies of the same data in a database; never a good
idea. However, looking at the formulas for the spherical form of the
Platte Carrée projection, I think you can see that there is no reason
why the projection formulas would not work as expected. At least for
this projection anyway.