State Plane Coordinates vs. Surface Coordinates, Part 5. by James P.Reilly, Ph.D. July 7, 2000
Figure 1. Minnesota State Plane Coordinate Zones. U.S. Coast and Geodetic Survey.
Up to this point in time, we have described the State Plane Coordinate
Systems of 1927. Part 4 of this column had a long table defining the state zones and
constants. Each state had its own publication, and all calculations were performed by hand1.
In this article, I want to show how to generate NAD 27 state plane coordinates for a known
geodetic position using hand computations. To simplify things, I'm going to
"borrow" an example from an old surveying textbook.2
Here is the problem:
Calculate the State plane coordinates for station Blackduck Tank whose NAD 27 coordinates
are
Latitude N47° 43' 50.270"
Longitude W94° 32' 58.240"
The station is located in the State of Minnesota, State plane zone
Minnesota North.
Figure 2. Lambert Coordinates
Figure 1 shows the map from the U.S. Coast and Geodetic Survey
manual from the State of Minnesota, also reproduced in Rayner and Schmidt. Minnesota uses
the Lambert Conformal Conic Projection with three zones. If you were to look at the table
in Part 4 of this series, you would find the constants for Minnesota North. Figure 2, from
Rayner and Schmidt, is a sketch that shows graphically the Minnesota North constants and
the basis of transforming the geodetic coordinates of point P into the state plane
coordinates on the Lambert grid. The central meridian is W93° 06', which has a false
x-coordinate of 2,000,000 feet.
The y=0 coordinate occurs at N46° 30', which is far enough south of the
Minnesota North zone so that all y-coordinates will be positive. Given the latitude and
longitude of point P, you will need to know the values of the angle, radius Rb and radius
R in order to calculate x,y coordinates of point P. Remember, this is a conic projection;
the point A represents the apex of the cone on which the area is projected, and the arc EP
represents a portion of the parallel of latitude through point P.
Let's perform the calculations. Referring to
Figure 2, the x and y coordinates of point P can be calculated using the following
equations:
x = R sin q + C
y = Rb - R sin q.
As can be seen from Figure 2, C=2,000,000 feet. Although not shown, Rb=19,471,398.75
feet, a constant for Minnesota North.
Tables are needed to get R and q. These tables are given in the
publication for the State of Minnesota, but for this article, Tables 1 and 2, from Rayner
and Schmidt, are abstracts of the original tables that cover the values needed to solve
our problem. Table 1 gives the values of q as a function of longitude, from longitude
W94° 21' to longitude W95° 00'. Table 2 gives values of R, y' and scale factor as a
function of latitude, from latitude N47° 31' to latitude N47° 50' (y' is not needed for
our problem).
Repeating the problem:
Given: Station Blackduck Tank
Latitude N47° 43'
50.270"
Longitude W94° 32'
58.240"
State - Minnesota,
North Zone
C = 2,000,000 feet
Rb
= 19,471,398.75 feet
Find: State plane coordinates x and y, plus the scale
factor.
Solution:
1. From Table 2, interpolate to get R for latitude N47° 43' 50.270"
For latitude 47° 43',
R = 19,027,633.05 feet
For latitude 47° 44',
R = 19,021,553.99 feet
Difference = 6,079.06 feet
Interpolate for latitude 47° 43' 50.270"
6,079.06 x 50.270" = 5093.24
--------------------
60"
Since the value of R is decreasing from latitude 47° 44' to 47° 43', in
order to get R at latitude 47° 43' 50.270" you subtract 5093.24 from the value of R
at latitude 47° 43'.
Latitude N47° 43',
scale factor = 0.9999050
Latitude N47° 44',
scale factor = 0.9999044
Difference = 0.0000006
Interpolate for latitude 47° 43' 50.270"
0.0000006 x 50.270" = 0.0000005
60"
----
Since the scale factor is decreasing from 47° 43' to 47° 44', subtract
0.0000005 from the value at 47° 43':
Scale factor =
0.9999050 - 0.0000005 = 0.9999045.
That¿s it; in summary,
Given:
Station Blackduck Tank in Minnesota
Latitude N47° 43' 50.270'
Longitude W94° 32' 58.240'
Calculated:
Minnesota North Zone, NAD 27
x = 1,643,311.67 feet
y = 452,203.34 feet
scale factor = 0.9999045.
In order to traverse, a second geodetic control point is needed and the
State plane coordinates must be calculated for that point. If the two geodetic control
points are intervisible, inversing between the two state plane coordinates gives the
"grid azimuth" (It's also possible to use a solar or star azimuth, more on
that later). Then all distances measured on the surface must be scaled down to the grid
and all traverse calculations made using plane trigonometry; we'll do that in the
next article.
As you can see, the calculations on the Lambert grid are straightforward if you have the
tables. In the next article I'll do a transformation onto the transverse Mercator
grid, not as simple as on the Lambert grid, as you will see.
James P.Reilly, Ph.D. jpreilly@nmsu.edu James P. Reilly, PhD., is a past president of ACSM and retired department head of the Department of Surveying Engineering at New Mexico State University.
References 1. Just to show how recent hand-held calculators really are, Hewlett Packard didn¿t develop their HP 35 and HP 45 calculators until the early 1970s. I graduated from Ohio State in January 1974, and didn't see a hand-held calculator before that time. I did have a Wang calculator on my desk in graduate school, and in the 1950s most of us performing geodetic calculations used the huge Frieden, Marchant or Monroe desktop calculators. 2. Fundamentals of Surveying by William H. Rayner and Milton O. Schmidt, Van Nostrand Reinhold Company. 1963
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