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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:
A LOW COST MOBILE MAPPING SYSTEM. A. Vettore, A. Guarnieri
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

'r 
V ’ 
V 
= 
a 
o, 
r (t) = {x(t),y(t),z(t)} (4) 
This model can be applied in different operating 
modes, employing as state vectors whether pseudoran 
ge or carrier phase osservables, as collected by only 
one receiver or in differential mode. Note that (4) 
represents a costant acceleration model, in which 
vectors v and a incorporates the linear and angular 
components. 
In order to take into account the error introduced by 
our unique positioning device (GPS) we use following 
formula: 
s(t)=f{s(t)-t}+w(t) (5) 
where 
s(t) is the state vector; 
f(t) describes mathematically the nonlinear 
relationship between parameters in s(t) 
and the process; 
w(t) models sensor (rover receiver) syste 
matic errors, which are considered as 
white Gaussian noise with covariance Q. 
In order to determine the components of s(t), kinematic 
measurements are employed according to the formula 
below: 
z* =H-s(i) + n* (6) 
where 
z k measurements vector collected at discrete 
time t k ; 
H matrix of measuring states; 
n k measurement Gaussian error with 
covariance R. 
cp(t) angle of tangent to trajectory at time t; 
co(t) angular velocity of the van; 
v(t) linear velocity; 
a(t) linear acceleration; 
wl(t), w2(t) Gaussian 2D positional error 
components. 
Since we are interested in planimetrie survey, we 
consider only the (X,Y) GPS coordinates as computed 
by differential correction in post-processing, therefore 
the matrix form of equation (6) becomes: 
k* =X k +n hk 
[^2,* — yk y n 2,k 
(8) 
where 
Z] k ) z 2 , k components ov measurements vector 
at step k; 
n i,k> n 2 , k Gaussian components of measurement 
stochastic errors vector. 
In this way the matrix of osservable states assumes 
following form: 
0 0 
1 0 
0 0 0 
0 0 0 
0\ 
being the state vector 
s(i)={x(i) y{t) (pit) 00(f) v(t) a{t) ait)} 
(9) 
00) 
4. STATE VECTOR ESTIMATE. 
Since the Extended Kalman Filter (EKF) represents the 
optimal estimate procedure in case of uncorrelated 
measurements and Gaussian noise with null average, 
the employed algorithm can be summarized by follo 
wing formulas: 
In more detail our nonlinear kinematic model is 
composed by following 7 differential equations: 
x(t) = vit)-COSi(p) 
yit) = v(0 • sen(<p) 
(pit) = coit) 
< (bit) = ait) (7) 
v(t) = ait) 
ait) = 0 + w, it) 
ait) = 0 + w 2 it) 
where 
x(t), y(t) 2D vehicle coordinates on mapping 
frame E m ; 
• Prediction step, 
s(k + \\k) = ft(s(k\ky) (ll) 
P(* + ll/t) = <P(k\k) ■ P(k\k) ■ ®(k\k) +Q(k) (12) 
• Update step, 
'A(k + 1) = H • P(k + 1 lit) • H'+R (13) 
Uk +1) = P(k +11 *) • H'-A(* + 1)“' (14) 
s(fc + llfc + l) = s(fc + llfc) + L(fc + l)-.... 
■[z(k + \)-U-s(k + l\k)] U5)
	        

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