You are using an outdated browser that does not fully support the intranda viewer.
As a result, some pages may not be displayed correctly.

We recommend you use one of the following browsers:

Full text

International cooperation and technology transfer
Fras, Mojca Kosmatin

G. Caroti (*)
(*) Department of Civil Engineering - University of Pisa, Italy
ISPRS Commission VI, Working Group 3
KEYWORDS: GPS, Levelling, Subsidence
For many years periodic controls of the Pisan plain have been undertaken to monitor vertical movements of the ground.
In 1997 new campaigns of geometric levelling were scheduled in a CNR-ENEL research project for subsidence control in a wide
area of the Pisan Plain.
The author reports the study carried out for setting up the network and the outcome of the measuring surveys performed in autumn-
winter 1998-99, the analyses of which allow the formulation of hypotheses on the trend of the phenomenon studied, in a specific
place corresponding to a significant benchmark.
The area studied includes part of the Old Town, the nearby
residential areas and the northern stretch of the Pisan plain,
outside the city center.
A good part of this area is covered by the great levelling
network set up in the past years on Pisan territory by various
organization to monitor the vertical movements of the ground
(today the altimetric control network covers an area of approx.
430 km 2 and stretches for about 460 km).
In order to study the area from an altimetric viewpoint and to
monitor and analyze the vertical movements of the ground, use
was made of precise stretches of national high precision
levelling lines converging on or coming out of the Pisa node set
up by the I.G.M. and surveyed by the same in 1951. With
respect to Pisa, these lines are oriented respectively toward
north, east, south, the first and the third approximately parallel
to the coast (Aurelia highway), the second stretching along the
river Arno (fig. 1).
Subsequently, local precision levelling lines were surveyed.
These were carried out, not at the same time, by Public or
Private organizations.
These lines not only made it possible to identify a common
altimetric reference (the I.G.M. 31/8 benchmark (1951) of
Migliarino Pisano) to use for future levelling campaigns too, but
also to standardize the distribution of benchmarks in the Pisan
Plain, as well as to connect the plain altimetrically to the
surrounding mountains and their rocky outcrops.
Of these new levelling lines, particular mention is made of the
one stretching along the sides of the Pisan mountains consisting
of numerous I.G.M. benchmarks dating back to 1920;
particularly interesting is the horizontal and vertical benchmark
(15-III-C) found on the building of the health Spa center in San
Giuliano Terme. This line has been subsequently used also to
define a relative altimetric reference: for this purpose it has been
repeatedly linked with the I.G.M. benchmark of Migliarino
Pisano in order to highlight its present progressive increase in
negative vertical movements compared to that of S. Giuliano
Figure 1
In 1997, during the planning of the altimetric control network
for the CNR-ENEL research project, aiming to check
subsidence in a wide area of the Pisan Plain, use of the
historical background material was taken into account.