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provides the user of the map with the elements of trusting the work
and the maker with a test of the goodness of the employed methods
and a guide to the rational modification of these methods - but
it is also economic too, as testing gives the buyer a method of judgement
of the real value of the purchased topographic map, and the maker,
the possibility of reducing to the minimum the cost of production
without depreciating the technical value promised to the buyer.
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1. 2. Methods in use.
Long before the methods of photogrammetric survey were adopted,
in Italy and abroad some State organizations, to which works of general
cartography were committed, as for instance our Geographic Military
Institute and the General Direction of Cadastre, were in the necessity of
studying methods to check the accuracy of the work made by the
technicians of the organizations themselves or by private surveyors, to
whom the works of general cartography were totally or partially leased
out. A very well organized methodology of testing, for works made by
the classic survey methods, has risen as a natural consequence. In the
beginning, the photogrammetry was only used for special purposes for
which the terrestrial photogrammetry was particularly fit; later on, as
aerial survey, it took resolutely the place of the classic methods beside
these important State organizations, which partially modified their
equipments and accepted the aerophotogrammetrie contractors by the
surveyors-contractors equipped for the tacheometric works. Then it
was necessary to transfer the old systems of testing from the old methods
of working to the new ones. In fact it was inconceivable to accept a
method still hardly known, and loose at the same time the system which,
for many years, had been useful to assure the goodness of the topogra-
phic maps, made under the responsibility of the mentioned organiza-
tions. The testing of the goodness of the planimetric surveys made by
means of tacheometry, then included, and now include, for instance:
the investigation of the angular and linear closing errors of the triangles;
the investigation of the angular and linear closing errors; the maximum
length, the maximum slope, etc. of the tacheometric traverses; the
investigation of the comparison between measurements of relative
distance between near and distant points; that is to say a whole of
checks - that perfectly adhered to the work performance with the
tacheometric systems. So that the tests based on the quantity of the
determined points and on the comparison between multiple and
reiterated measurements, are suitable for surveys of elevation planes