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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:
DATA INTEGRATION FOR THE DTM PRODUCTION. Tomaz Podobnikar Dr. Zoran Stancic Kristof Ostir
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

134 
DATA INTEGRATION FOR THE DTM PRODUCTION 
Tomaz Podobnikar 
Dr. Zoran Stancic 
Kristof Ostir 
Scientific Research Centre of the Slovenian Academy of Sciences and Arts 
Gosposka ul. 13 
SI-1000 Ljubljana 
Slovenia 
ISPRS WG VI/3 and IV/3 meeting: Bridging the Gap, Ljubljana 2-5 February 2000 
KEY WORD: digital terrain model, digital elevation model, interpolation, SAR interferometry, GIS, quality control 
PURPOSE: 
In the late 1970’s Surveying and Mapping Authority of the Republic of Slovenia produced digital elevation model 
(DEM) with grid size of 100 m. The DEM was intensively used for numerous cartographic, GIS and planning purposes in 
the past, but nowadays it does not fulfill demands due to its poor spatial resolution and height accuracy. Therefore 
Surveying and Mapping Authority has started activities for better DTM production. After initial stages and some case 
studies, the expected quality of the new DTM was not achieved. 
The main objective of this paper is to present and discuss the possibility of improving existent DEM of Slovenia. Many 
techniques are available to produce high accuracy DEM, but they are not always economical. Our strategy is to model 
hydrologicaly and morphologicaly correct DTM (digital terrain model) with high statistical and visual accuracy. We intend 
to use different approaches for modeling different physiographic regions of Slovenia. Special emphasis will be made to 
the integration of vector contour lines from maps, hydrographic elements and other break lines, automatically derived 
relief characteristic points, geodetic points, existing DEM 100, photogrametricaly captured data, SAR DEM, etc. 
Results from the case study using this integrated data are very promising. DTM with 25 m grid size for selected regions 
in Slovenia with height accuracy of approx. 1 m for predominantly flat and urban areas, approx. 4 m for the hilly areas 
and about 10 m for the alpine areas. 
1. INTRODUCTION 
Spatial databases with adequate quality are essential for 
management of modern society demands. Morphology of 
relief is one of the most important characteristics of the 
natural environment. Digital approximation of its surface - 
digital terrain’s surface model - is important for numerous 
cartographic, GIS and planning purposes. 
The need for a better model resulted in many 
experiments, projects and expertises about the strategies 
of improvement and needs of new DEM/DTM (digital 
elevation model / digital terrain model) in last 10 years. 
The results of opinion pool indicated that the most of 
potential users would prefer to have DEM with grid 
between 10 and 20 m and with height accuracy between 1 
and 3 m (Stanonik, 1995). 
Few years ago, Surveying and Mapping Authority started 
activities for the production DEM with 25 m resolution. 
After initial stages and some case studies, the expected 
quality of the new DEM was not achieved. Maybe the 
main reasons of not satisfying results in DEM / DTM 
production in Slovenia are the diametrically opposite 
demands: simplification in production methods and 
making large - no economical projects for production. 
Our approach is to integrate different available height data 
sources of Surveying and Mapping Authority, which have 
different quality. In last years more and more 
georeferenced databases form different sources have 
been available. In our case study special emphasis has 
been paid to the integration of vector contour lines from 
maps, hydrographic elements and other characteristic 
lines, automatically derived characteristic lines and points, 
geodetic points, DEM 100. We are also performing a 
reliable process of quality control of the model. 
2. DEFINITION OF THE TERMS DEM / DTM 
Definition of DTM / DEM is not an easy task. In the 
literature we can find many definitions, from simple to 
complex. The reasons of such disorder probably lies in 
different techniques of modeling, representation, 
recording and fields of interest of relief data applications. 
In definition we consider the Earth surface as a 
continuous (indiscrete) phenomena, which is attempted to 
be represented with function(s). Such functions could be 
continuous mathematical or statistical. Digital terrain 
model can be understood as “digital description of the 
Earth’s surface”. It does not include only representation of 
the relief itself but also its description, as slope, aspect, 
contour lines, break lines, peaks, and the other 
characteristic points. The following components are 
needed for complete definition of the DTM (Martinoni and 
Bernhard, 1998): 
data elements, 
.structural information, 
continuous functions, 
quality information, 
methods for implicit functions analyses. 
Data elements may be understood as support to the 
model. They explicitly describe elevation with points, lines 
or areas in the belonging coordinate system. Data 
elements are often registered as grid or included in TIN.
	        

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