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International cooperation and technology transfer

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CC BY: Attribution 4.0 International. You can find more information here.

Bibliographic data

fullscreen: International cooperation and technology transfer

Monograph

Persistent identifier:
856490555
Author:
Fras, Mojca Kosmatin
Title:
International cooperation and technology transfer
Sub title:
Ljubljana, Slovenia, February 2 - 5, 2000 : proceedings of the workshop
Scope:
VI, 163 Seiten
Year of publication:
2000
Place of publication:
London
Publisher of the original:
RICS Books
Identifier (digital):
856490555
Illustration:
Illustrationen, Diagramme
Language:
English
Usage licence:
Attribution 4.0 International (CC BY 4.0)
Publisher of the digital copy:
Technische Informationsbibliothek Hannover
Place of publication of the digital copy:
Hannover
Year of publication of the original:
2016
Document type:
Monograph
Collection:
Earth sciences

Chapter

Title:
SURVEY AND ADJUSTMENT OF THE ALTIMETRIC NETWORK FOR MONITORING GROUND VERTICAL MOVEMENTS IN THE AREA OF PISA. G. Caroti
Document type:
Monograph
Structure type:
Chapter

Contents

Table of contents

  • International cooperation and technology transfer
  • Cover
  • ColorChart
  • Title page
  • FOREWORD
  • Table of Contents
  • Analytical methods and new tecnologies for geometrical analysis and geo-referenced visualisation of Historical Maps. Caterina Balletti, Francesco Guerra, Carlo Monti
  • GPS SURVEYING IN CARTOGRAPHY CERTIFICATION. Vincenzo Barrile, Giovanni Pirrone, Rossella Nocera
  • COMPARISON BETWEEN A CAMERA LUCIDA PANORAMA AND A PHOTOGRAMMETRIC SURVEY. PIETRO BROGLIA, EVA SAVINA MALINVERNI, LUIGI MUSSIO
  • SURVEY AND ADJUSTMENT OF THE ALTIMETRIC NETWORK FOR MONITORING GROUND VERTICAL MOVEMENTS IN THE AREA OF PISA. G. Caroti
  • RESULTS OF DGPS EXPERIMENTS WITH DIFFERENT RTCM RADIO SOURCES IN THE CEI AREA. R. Cefalo, R. Pagurut, J. Plasil, T. Sluga
  • HIGHWAY SURVEYING WITH DGPS BASED ON RTCM SATELLITE CORRECTIONS. S. COSSI, M. MARSELLA, C. NARDINOCCHI, L. TOMBOLINI
  • RTK SURVEY USING COMBINED GPS+GLONASS L1/L2 CARRIER PHASES. Crocetto N. - Gatti M. - Marchesini M. - Negroni F. - Russo P.
  • ISPRS Meeting of WG VI/3 and WG IV/3 in Ljubljana (SLOVENIA), 2-5 February 2000 CONTRIBUTION TO HARMONISED LAND USE STATISTICS IN EUROPE. Willibald CROI, Christophe DUHAMEL, Gerd EIDEN, Maxime KAYADJANIAN
  • INTERACTIVE VISUALIZATION OF TERRAIN MODELS AND ORTHOPHOTOS. Lionel Dorffner, assistant professor
  • NEW MAP GRAPHICS. Stanislav Franges
  • Digital Photogrammetric cameras: a new forward looking approach. P. Fricker, R. Sandau, P. Schreiber
  • GEOMORPHOLOGIC IMPROVEMENT OF DTM-s ESPECIALLY AS DERIVED FROM LASER SCANNER DATA. D. Gajski
  • A MAP-BASED WEB SERVER FOR THE COLLECTION AND DISTRIBUTION OF ENVIRONMENTAL DATA. G. Guariso, M. Ferrari, D. Macchi
  • THE FIRST SLOVENIAN NAUTICAL CHART - DIGITAL ON WGS 84. Igor Karnicnik, M. Sc. Dalibor Radovan, M. Sc. Dusan Petrovic,
  • MAKING THE ANAGLYPH MAP. Kresimir Kerestes
  • FOREST BORDER IDENTIFICATION BY RULE-BASED CLASSIFICATION OF LANDSAT TM AND GIS DATA. Andrej Kobler and Dr. Milan Hocevar, Slovenian Forestry Institute, Slovenia Dr. Saso Dzeroski, Jozef Stefan Institute, Slovenia
  • USAGE OF AERIAL PHOTOGRAPHS. Ivan Landek, Stanislav Franges
  • AEROPHOTOGRAMMETRIC IMAGES IN A QUALITY REGIMEN. Lorenzo Leone, Giuseppe Mussumeci, Giuseppe Pulvirenti
  • LAND COVER CHANGE ESTIMATION IN THE COMPILED LAND COVER/LAND USE GIS OF SLOVENIA: JUNE '93-JUNE'97. Lojovic E. H., Sabic D. and Tretjak A.
  • SOME ASPECTS OF CARTOGRAPHIC VISUALISATION OF THE SCREEN - MUTUAL RELATION OF SCAN PIXELS ANS SCREEN PIXELS. Dr. sc. Brankica Malic
  • DIGITAL AUTOMATIC ORTHOPHOTO PRODUCTION WITH LASER LOCATOR AND AERIAL PHOTOGRAPHY DATA. Evgueny Medvedev
  • G.P.S. AND G.I.S. FOR REALIZATION AND GOVERNMENT OF ROAD CADASTRE. Giuseppe Mussumeci
  • DATA INTEGRATION FOR THE DTM PRODUCTION. Tomaz Podobnikar Dr. Zoran Stancic Kristof Ostir
  • APPLICATION OF THE SATELLITE POSITIONING SYSTEMS IN GEODETIC AND GEODYNAMIC PROGRAMMES OF THE CEI WGST SECTION C "GEODESY". Janusz Sledzinski
  • NATIONAL AND MODERN GEODETIC COORDINATE SYSTEMS IN SLOVENIA. Bojan Stopar, Miran Kuhar
  • A LOW COST MOBILE MAPPING SYSTEM. A. Vettore, A. Guarnieri
  • INTERNATIONAL CO-OPERATION FOR DOCUMENTATION AND MONITORING OF THE CULTURAL HERITAGE. Peter Waldhäusl
  • Cover

Full text

20 
SURVEY AND ADJUSTMENT OF THE ALTIMETRIC NETWORK FOR MONITORING GROUND VERTICAL 
MOVEMENTS IN THE AREA OF PISA 
G. Caroti (*) 
(*) Department of Civil Engineering - University of Pisa, Italy 
ISPRS Commission VI, Working Group 3 
KEYWORDS: GPS, Levelling, Subsidence 
ABSTRACT 
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. 
1. INTRODUCTION 
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 
Terme. 
Figure 1 
2. NETWORK MEASURING 
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.
	        

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