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OPERE IDRAULICHE DI DIFESA E PROTEZIONE COSTIERA

Degree course Civil Engineering
Curriculum PROGETTAZIONE STRUTTURALE, INFRASTRUTTURALE E GEOTECNICA
Learnings Orientamento unico
Academic Year 2014/2015
ECTS 9
Scientific Disciplinary Sector ICAR/02
Year Second year
Time unit Second semester
Class hours 72
Educational activity Formative educational activities

Single group

Professor PASQUALE GIUSEPPE FILIANOTI
Objectives To give competencies on: analytical and methodological tools for the study of the problems pertaining to costs exposed to the action of sea waves; design of coastal structures and marinas and evaluation of their impact on the coast; coastal phenomena such as the rise of water on the beach (run-up) and the increase of the mean water level (set up); long-term statistics in the context of coastal processes; models used in the literature to predict the natural evolution of the bays.
Programme N.D.
Books N.D.
Traditional teaching method No
Distance teaching method No
Mandatory attendance No
Written examination evaluation No
Oral examination evaluation No
Aptitude test evaluation No
Project evaluation No
Internship evaluation No
Evaluation in itinere No
Practice Test No
Supplying course 50M014 OPERE IDRAULICHE DI DIFESA E PROTEZIONE COSTIERA in Ingegneria per l'Ambiente e il Territorio LM-35 BARBARO GIUSEPPE
Professor Giuseppe BARBARO
Objectives To give competencies on: analytical and methodological tools for the study of the problems pertaining to costs exposed to the action of sea waves; design of coastal structures and marinas and evaluation of their impact on the coast; coastal phenomena such as the rise of water on the beach (run-up) and the increase of the mean water level (set up); long-term statistics in the context of coastal processes; models used in the literature to predict the natural evolution of the bays.
Programme Action of the waves on the coasts (2 credits)
The problem of the control volume between the wave breaking line and the beach. Part I - The balance along the orthogonal to the shoreline: run-up and safe altitude for the realization of structures in the proximity of the shoreline;
Part II – The balance along the direction parallel to the shoreline: sediment transport and the equation of sediment conservation;
Part III - The balance along the vertical direction: set-up

Design of a marina (2 credits)
Metocean data.
Types of ports.
Types of works for external defense.
Types of internal structures.
Design of the crucial elements (receptivity, mouth, waterways, slipway)

Coastal defense and evolution of coasts (2 credits)
The analytical approach to the problem of shoreline evolution:
First exact solution - the case of isomorphic bathymetric lines up todeep waters;
Second exact solution - the case of isomorphic bathymetric lines up to a given depth.
Shoreline evolution induced by groins and barriers.
Nourishment intervention: feasibility, evolution in time and cost estimates.
The models used for bays:
The model of Hsu and Silvester;
The model of Badei;
The model of McCormick;
The model of Hsu, Jan & Wen;
The model of Gonzalez and Medina.
Books BOCCOTTI P., Idraulica Marittima, UTET, 1997.
TOMASICCHIO U., Manuale di Ingegneria portuale e costiera, BIOS
MILANO V., Idraulica marittima, Maggioli
BARBARO G., Esercizi di Idraulica Marittima e Costiera e Costruzioni Marittime, BIOS,
1996.
ARENA E BARBARO, Il rischio ondoso nei mari italiani, BIOS
Traditional teaching method Yes
Distance teaching method No
Mandatory attendance No
Written examination evaluation No
Oral examination evaluation Yes
Aptitude test evaluation No
Project evaluation No
Internship evaluation No
Evaluation in itinere No
Practice Test No

Further information

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