How long is an arc second?
Guth, P. (2024). How long is one arc second?. Zenodo. https://doi.org/10.5281/zenodo.13963457 ]
One arc second DEMs are still the best available digital
topography for much of the world, and are appropriate for many analyses even
when higher resolution DEMs are available.
SRTM was the first of these DEMs, but should now be replaced with the Copernicus
DEM (Bielski and others, 2024; Guth and others, 2024).
Many operations with DEMs, such as computation of slope,
aspect, or hillshades, requires the data spacing, and an arc second DEM has
different spacings in the x and y directions.
At point software required reinterpolating to a UTM or similar
projection, but it is an easy operation to correctly compute the two spacings
(Guth and Geoffroy, 2021).
There are several ways to compute the two spacings:
·
Require the user to specify a single value,
which might be the average of the two spacings.
·
Use a spherical earth approximation, which has
relatively simple equations.
·
Use an ellipsoidal earth, and compute the
spacings at a single point or average location.
·
Use an ellipsoidal earth, and compute the
spacing for every row in the DEM.
The data sets presented here as CVV files provide look up
tables, computed using the WGS84 ellipsoid and the Vicenty equations (Vicenty, 1975). There are tables with values every degree,
quarter degree, tenth of a degree, and hundredth of a degree of latitude. The values do not depend on longitude, and
are the same in both hemispheres.
Software that does not have access to geodetic formulas can use the look
up tables, which have three columns: the latitude, the length in meters of an
arc second in the x (longitude) direction, and the length in meters of an arc
second in the y (latitude( direction).
The lengths are computed to the tenth of a millimeter, which is
excessive, but might be useful for multiplying to get the length of longer
distances like a minute or degree.
Computations done with MICRODEM (https://microdem.org/; https://github.com/prof-pguth/git_microdem).
References
Bielski,
C.; López-Vázquez, C.; Grohmann, C.H.; Guth. P.L.; Hawker, L.; Gesch, D.;
Trevisani, S.; Herrera-Cruz, V.; Riazanoff, S.; Corseaux, A.; Reuter, H.;
Strobl, P., 2024. Novel approach for ranking DEMs: Copernicus DEM improves one
arc second open global topography. IEEE Transactions on Geoscience & Remote
Sensing. vol. 62, pp. 1-22, 2024, Art
no. 4503922, https://doi.org/10.1109/TGRS.2024.3368015
Guth,
P. L., & Geoffroy, T. M. (2021). LiDAR point cloud and ICESat-2 evaluation
of 1 second global digital elevation models: Copernicus wins. Transactions in
GIS, 25, 2245– 2261. https://doi.org/10.1111/tgis.12825
Guth, P.L.; Trevisani, S.; Grohmann, C.H.;
Lindsay, J.; Gesch, D.; Hawker, L.; Bielski, C. Ranking of 10 Global
One-Arc-Second DEMs Reveals Limitations in Terrain Morphology Representation.
Remote Sens. 2024, 16, 3273. https://doi.org/10.3390/rs16173273
- Vincenty, T. (1975). Direct and inverse solutions of
geodesics on the ellipsoid with application of nested equations. Survey
review, 23(176), 88-93. https://doi.org/10.1179/sre.1975.23.176.88

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