Sec. 22.157 Distance computation.
The method given in this section must be used to compute the
distance between any two locations, except that, for computation of
distance involving stations in Canada and Mexico, methods for distance
computation specified in the applicable international agreement, if any,
must be used instead. The method set forth in this paragraph is
considered to be sufficiently accurate for distances not exceeding 475
km (295 miles).
(a) Convert the latitudes and longitudes of each reference point
from degree-minute-second format to degree-decimal format by dividing
minutes by 60 and seconds by 3600, then adding the results to degrees.
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(b) Calculate the mean geodetic latitude between the two reference
points by averaging the two latitudes:
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(c) Calculate the number of kilometers per degree latitude
difference for the mean geodetic latitude calculated in paragraph (b) of
this section as follows:
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(d) Calculate the number of kilometers per degree of longitude
difference for the mean geodetic latitude calculated in paragraph (b) of
this section as follows:
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(e) Calculate the North-South distance in kilometers as follows:
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(f) Calculate the East-West distance in kilometers as follows:
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(g) Calculate the distance between the locations by taking the
square root of the sum of the squares of the East-West and North-South
distances:
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(h) Terms used in this section are defined as follows:
(1) LAT1dd and LON1dd are the coordinates of
the first location in degree-decimal format.
(2) LAT2dd and LON2dd are the coordinates of
the second location in degree-decimal format.
(3) ML is the mean geodetic latitude in degree-decimal format.
(4) KPDlat is the number of kilometers per degree of
latitude at a given mean geodetic latitude.
(5) KPDlon is the number of kilometers per degree of
longitude at a given mean geodetic latitude.
(6) NS is the North-South distance in kilometers.
(7) DIST is the distance between the two locations, in kilometers.
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