- Docente: Stefano Gandolfi
- Credits: 8
- SSD: ICAR/06
- Language: Italian
- Moduli: Stefano Gandolfi (Modulo 1) Antonio Zanutta (Modulo 2)
- Teaching Mode: In-person learning (entirely or partially) (Modulo 1); In-person learning (entirely or partially) (Modulo 2)
- Campus: Ravenna
- Corso: First cycle degree programme (L) in Building Engineering (cod. 0921)
Learning outcomes
The course focus basic notion concerning Topography, Cartography,
aereal and close range Photogrammetry
Course contents
PRINCIPLES Of the POSITIONING
Shape of the earth. Classic formulation of the
relief. Gravitational field. equipotential Surfaces
. Geoidal Height. Geoid. Ellipsoidal
Geometry. geocentric and ellipsoidal coordinates. Geoid
Undulations. Normal and geodetic
sections.
Reference Frame and reference system and Geodetic Datum. Main
Geodetic Systems (Datum): Rome 40, ED50, WGS84.
Observable: angles, distances, height, absolute position and
base GPS.
THEORY Of the ERRORS Errors of measure: accidental, arranged
and rough Probabilities to us. Aleatory phenomena.
Events and they a priori probability and experiences them.
Random variable. Variable continuous and discreet, mono and
bidimensional. Cumulative function and function probability
density. Confidence Interval and associate probability.
Parameters of one distribution (aspected value and
dispersion). standardized Random variable.
Covariance and coefficient of correlation. Champion Esteem of
average and variance collection of samples. Criterion of
refusal of gives to you. Propagation of the average and the
variance. Propagation of the variance: cases linear and
not linear, mono and pluridimensionale. Applications to the
relief problems. RELIEF Italian treedimensional Geodetic
Net. National geodetic nets. Problem of the
organization of the reliefs. National GPS IGM95
netowrk. Trigonometrical net of I, II and III
order. Densification Nets. Planimetric
relief. Reduction of the measures to the reference surface -
elementary Outlines of relief: intersections in ahead, polar
(radiation), Relief of detail. Altimetrico relief.
Trigonometrical Livellazione: outline, necessary
instrumentation, from an end. Infuence of the
Refraction. Raggiungibili precisions. Geometric
Livellazione: outline, necessary instrumentation -
raggiungibili Precisions Relief GPS. Preparation and
planning. Independent sessions and bases. Calculation
of the bases. Transformation in the national system
INSTRUMENTS and METHODS OPERATED YOU OF EMPLOYMENT Measure of
angles. Teodoliti. Constituent parts Put in station -
Method of reading of azimuth angles: rule of Bessel, layers -
Reading of zenithal angles them - Teodoliti electronic.
Measure of distances. Geodimetri. Principle of
operation - fundamental Equation - Precisions orchestrates them,
ambient effect - Stations totals. Measure of
unevennesses. Levels. Constituent parts. Level of
precision - Stadie invar - Livellazione from means - Precision of
one struck and one line. GPS. Principle of operation of
the system, segments works them. Structure of marks
them. Errors arranged us of the system.
Receivers. Observable pseudo range and phase. PRACTICE
Relief GPS: static bases cinematic Relief and RTK Elaboration
give you of the practices
“What is photogrammetry”: the basic mathematical model. Analogy between the classical survey with Total Station and survey with the camera.
The plane transformations: rotation in a plane; the roto-translation with scale variation; the affine transformation; the omografic transformation.
Rotations in space; central projection in space; central projection of a plane; central projection of a straight-line.
The normal case of double-photo restitution.
The Inner Orientation and the calibration procedures.
Terrestrial and aerial cameras; analytical stereoplotters
Planning and execution of a terrestrial photogrammetric survey; flight planning of an aerial photogrammetric survey.
Photogrammetric orientation procedures: separate orientation of the two photographs; common orientation of the two photographs (single and two-steps).
Stereo and mono restitution.
Digital photogrammetry.
Example of photogrammetric surveys.
Readings/Bibliography
For the Topografic parte some notes are Available in the web
site of AMS campus unibo (http://campus.cib.unibo.it/)
The available notes are related to the following subject:
Geodesy, Geodetic system, National Geodetic Network, GPS, Survey
Instruments, Observation Theory, Least square Adjustment Theory,
Cartography
Concerning the Photogrammetry part:
Kraus K., 1994. Photogrammetry Vol. I, Fundamentals and Standard Processes, with contributions by P. Waldhäusl. Ferd. 4th edition, Dümmler/Bonn, ISBN 3-427-78684-6.
Kraus K., 1997. Photogrammetry Vol. II. Ferd. Dümmlers Verlag Ed., ISBN 3-427-78694-3.
Mikhail E. M., Bethel J.S., McGlone J.C., 2001. Introduction to modern photogrammetry. John Wiley & Sons, Inc., ISBN 0-471-30924-9.
Schenk T., 1999. Digital Photogrammetry. Terra Science, ISBN 0-9677653-0-7.
Office hours
See the website of Stefano Gandolfi
See the website of Antonio Zanutta