Fabio DENTALE | ENVIRONMENTAL HYDRAULICS AND FLUID DYNAMICS

cod. 0612500035

ENVIRONMENTAL HYDRAULICS AND FLUID DYNAMICS

	0612500035
	DEPARTMENT OF CIVIL ENGINEERING
	EQF6
	CIVIL AND ENVIRONMENTAL ENGINEERING
	2023/2024

PERCORSO CIVIL AND ENVIRONMENTAL ENGINEERING

	OBBLIGATORIO
	YEAR OF COURSE 2
	YEAR OF DIDACTIC SYSTEM 2022
	FULL ACADEMIC YEAR

TEACHING UNITS

	SSD	CFU	HOURS	ACTIVITY	TYPE OF ACTIVITY
1	IDRAULICA
	ICAR/01	6	60	LESSONS	COMPULSORY SUBJECTS, CHARACTERISTIC OF THE CLASS
2	FLUIDODINAMICA AMBIENTALE
	ING-IND/06	6	60	LESSONS	SUPPLEMENTARY COMPULSORY SUBJECTS

PROFESSORS

	GIACOMO VICCIONE2 T Curriculum
	FABIO DENTALE1 Curriculum

	Objectives
	EXPECTED LEARNING RESULTS AND COMPETENCE TO BE ACQUIRED: LEARNING OF THE FUNDAMENTAL PRINCIPLES OF FLUID MECHANICS AND, IN THE SPECIFIC OF HYDRAULICS, WITH PARTICULAR RELEVANCE TO THE PROBLEMS OF CIVIL AND ENVIRONMENTAL ENGINEERING: CALCULATION OF THE HYDROSTATIC THRUST ON A FLAT AND / OR INCLINED WALL, CALCULATION OF THE HYDRODYNAMIC THRUST, RESOLUTION OF PROBLEMS RELATED TO THE MOTION OF FLUIDS IN PRESSURE PIPES AND FREE SURFACE. KNOWLEDGE OF THEORETICAL TOPICS, NUMERICAL APPLICATIONS AND EXPERIMENTALS. KNOWLEDGE AND UNDERSTANDING: UNDERSTANDING OF TERMINOLOGY, BASIC PRINCIPLES, METHODOLOGIES AND BASIC CONCEPTS OF FLUID MECHANICS. ABILITY TO APPLY KNOWLEDGE AND UNDERSTANDING: KNOWING HOW TO APPROACH IN AN OPTIMAL WAY TO THE HYDRAULIC ASPECTS CONNECTED WITH THE STRESSES THAT A FLUID EXERCISED ON THE CONTAINER CONTAINING IT, THE FLUID MOTION IN PIPELINE, ARRIVING TO THE DEFINITION OF THE PIEZOMETRIC PROFILES AND THE FLUID MOTION IN FLUME OR RIVER. AUTONOMY OF JUDGMENT: KNOWING HOW TO IDENTIFY THE MOST APPROPRIATE METHODS TO SOLVE ENVIRONMENTAL HYDRAULIC PROBLEMS ON THE BASIS OF THE CONTEXT. COMMUNICATION SKILLS: BEING ABLE TO EXPOSE A TOPIC CONCERNING HYDRAULICS AND ENVIRONMENTAL FLUID DYNAMICS. ABILITY TO LEARN: KNOW HOW TO APPLY THE KNOWLEDGE ACQUIRED TO CONTEXTS DIFFERENT FROM THOSE PRESENTED DURING THE COURSE AND TO DEEPEN THE TOPICS TREATED USING MATERIALS OTHER THAN THOSE PROPOSED

EXPECTED LEARNING RESULTS AND COMPETENCE TO BE ACQUIRED:
LEARNING OF THE FUNDAMENTAL PRINCIPLES OF FLUID MECHANICS AND, IN THE SPECIFIC OF HYDRAULICS, WITH PARTICULAR RELEVANCE TO THE PROBLEMS OF CIVIL AND ENVIRONMENTAL ENGINEERING: CALCULATION OF THE HYDROSTATIC THRUST ON A FLAT AND / OR INCLINED WALL, CALCULATION OF THE HYDRODYNAMIC THRUST, RESOLUTION OF PROBLEMS RELATED TO THE MOTION OF FLUIDS IN PRESSURE PIPES AND FREE SURFACE. KNOWLEDGE OF THEORETICAL TOPICS, NUMERICAL APPLICATIONS AND EXPERIMENTALS.
KNOWLEDGE AND UNDERSTANDING:
UNDERSTANDING OF TERMINOLOGY, BASIC PRINCIPLES, METHODOLOGIES AND BASIC CONCEPTS OF FLUID MECHANICS.
ABILITY TO APPLY KNOWLEDGE AND UNDERSTANDING:
KNOWING HOW TO APPROACH IN AN OPTIMAL WAY TO THE HYDRAULIC ASPECTS CONNECTED WITH THE STRESSES THAT A FLUID EXERCISED ON THE CONTAINER CONTAINING IT, THE FLUID MOTION IN PIPELINE, ARRIVING TO THE DEFINITION OF THE PIEZOMETRIC PROFILES AND THE FLUID MOTION IN FLUME OR RIVER.
AUTONOMY OF JUDGMENT:
KNOWING HOW TO IDENTIFY THE MOST APPROPRIATE METHODS TO SOLVE ENVIRONMENTAL HYDRAULIC PROBLEMS ON THE BASIS OF THE CONTEXT.
COMMUNICATION SKILLS:
BEING ABLE TO EXPOSE A TOPIC CONCERNING HYDRAULICS AND ENVIRONMENTAL FLUID DYNAMICS.
ABILITY TO LEARN:
KNOW HOW TO APPLY THE KNOWLEDGE ACQUIRED TO CONTEXTS DIFFERENT FROM THOSE PRESENTED DURING THE COURSE AND TO DEEPEN THE TOPICS TREATED USING MATERIALS OTHER THAN THOSE PROPOSED

	Prerequisites
	-PREREQUISITES PRIOR ABILITY ON HOW TO MATHEMATICALLY TREAT PHYSICAL PHENOMENA IN THE CONTEXT OF CLASSICAL MECHANICS -PROPEDEUTICITY NONE

	Contents
	FUNDAMENTALS (HYDRAULICS MODULE, 6 HH OF THEORY) PROPERTIES OF FLUIDS - PRESSURE AND SHEAR STRESS - DIFFERENTIAL EQUATION OF HYDRODYNAMIC EQUILIBRIUM. HYDROSTATICS (HYDRAULICS MODULE, 18 HH OF THEORY + 4 HH OF CLASSROOMS) STEVIN’S EQUATION – PRESSURE DISTRIBUTION –FORCE ACTING ON PLANE SURFACES - CENTRE OF PRESSURE – INTEGRAL EQUATION OF HYDROSTATICS - ARCHIMEDES' PRINCIPLE - FORCE ACTING ON CURVED SURFACES. STEADY FLUID FLOWS (HYDRAULICS MODULE, 21 HH OF THEORY + 7 HH OF CLASSROOMS + 4 HH OF LABORATORY ACTIVITIES) CONTINUITY EQUATION - BERNOULLI'S THEOREM FOR FRICTIONLESS FLUIDS - POWER OF A CURRENT: EXTENSION OF THE BERNOULLI EQUATION TO A CURRENT - FROM LAMINAR TO TURBULENT FLOWS: THE REYNOLDS’ EXPERIMENT - EQUATION OF MOTION FOR REAL FLUIDS: FRICTION AND LOCAL LOSSES - LAMINAR FLOW: POISEILLE’S FORMULA – DARCY -WEISBACH FORMULA - NIKURADSE EXPERIMENTS - SMOOTH PIPE - DEFINITION OF ROUGHNESS – MOODY CHART - PRESSURE LOSSES FORMULAE: BLASIUS, PRANDTL, VON KARMAN AND COLEBROOK-WHITE - APPLICATIONS. STEADY FREE SURFACE FLOWS (FLUID MECHANICS MODULE, 27 HH OF THEORY + 6 HH OF CLASSROOMS + 4 HH OF LABORATORY ACTIVITIES) DEFINITION OF A GRADUALLY VARIED FREE SURFACE FLOW – TOTAL HEAD OF A CURRENT – CRITICAL CONDITION – SUPERCRITICAL, SUBCRITICAL AND CRITICAL FLOWS – UNIFORM FLOWS: RESISTANCE FORMULAE – RATING CURVES - MILD, STEEP AND CRITICAL SLOPE – DIFFERENTIAL EQUATION OF MOTION – BACKWATER PROFILES FOR MILD, STEEP AND CRITICAL SLOPE – BACKWATER PROFILES IN CASE OF RIVER BEDS HAVING DIFFERENT SLOPES AND/OR ROUGHNESS – INLET PROBLEMS – CHANNEL OUTLET – FLOW OVER A STEP – FLOW OVER A NARROWED SECTION – FLOW OVER A GATE FLOW OVER ORIFICES AND WEIRS (FLUID MECHANICS MODULE, 12 HH OF THEORY + 3 HH OF CLASSROOMS) FLOW THROUGH POROUS MEDIA (FLUID MECHANICS MODULE, 6 HH OF THEORY + 2 HH OF CLASSROOMS)

Contents

FUNDAMENTALS (HYDRAULICS MODULE, 6 HH OF THEORY)
PROPERTIES OF FLUIDS - PRESSURE AND SHEAR STRESS - DIFFERENTIAL EQUATION OF HYDRODYNAMIC EQUILIBRIUM.

HYDROSTATICS (HYDRAULICS MODULE, 18 HH OF THEORY + 4 HH OF CLASSROOMS)
STEVIN’S EQUATION – PRESSURE DISTRIBUTION –FORCE ACTING ON PLANE SURFACES - CENTRE OF PRESSURE – INTEGRAL EQUATION OF HYDROSTATICS - ARCHIMEDES' PRINCIPLE - FORCE ACTING ON CURVED SURFACES.

STEADY FLUID FLOWS (HYDRAULICS MODULE, 21 HH OF THEORY + 7 HH OF CLASSROOMS + 4 HH OF LABORATORY ACTIVITIES)
CONTINUITY EQUATION - BERNOULLI'S THEOREM FOR FRICTIONLESS FLUIDS - POWER OF A CURRENT: EXTENSION OF THE BERNOULLI EQUATION TO A CURRENT - FROM LAMINAR TO TURBULENT FLOWS: THE REYNOLDS’ EXPERIMENT - EQUATION OF MOTION FOR REAL FLUIDS: FRICTION AND LOCAL LOSSES - LAMINAR FLOW: POISEILLE’S FORMULA – DARCY -WEISBACH FORMULA - NIKURADSE EXPERIMENTS - SMOOTH PIPE - DEFINITION OF ROUGHNESS – MOODY CHART - PRESSURE LOSSES FORMULAE: BLASIUS, PRANDTL, VON KARMAN AND COLEBROOK-WHITE - APPLICATIONS.

STEADY FREE SURFACE FLOWS (FLUID MECHANICS MODULE, 27 HH OF THEORY + 6 HH OF CLASSROOMS + 4 HH OF LABORATORY ACTIVITIES)

DEFINITION OF A GRADUALLY VARIED FREE SURFACE FLOW – TOTAL HEAD OF A CURRENT – CRITICAL CONDITION – SUPERCRITICAL, SUBCRITICAL AND CRITICAL FLOWS – UNIFORM FLOWS: RESISTANCE FORMULAE – RATING CURVES - MILD, STEEP AND CRITICAL SLOPE – DIFFERENTIAL EQUATION OF MOTION – BACKWATER PROFILES FOR MILD, STEEP AND CRITICAL SLOPE – BACKWATER PROFILES IN CASE OF RIVER BEDS HAVING DIFFERENT SLOPES AND/OR ROUGHNESS – INLET PROBLEMS – CHANNEL OUTLET – FLOW OVER A STEP – FLOW OVER A NARROWED SECTION – FLOW OVER A GATE

FLOW OVER ORIFICES AND WEIRS (FLUID MECHANICS MODULE, 12 HH OF THEORY + 3 HH OF CLASSROOMS)

FLOW THROUGH POROUS MEDIA (FLUID MECHANICS MODULE, 6 HH OF THEORY + 2 HH OF CLASSROOMS)

	Teaching Methods
	THE COURSE OF 12 CFU / 120 HOURS IS PROVIDED THROUGH TWO CONSECUTIVE MODULES OF 6 CFU / 60 HOURS. EACH MODULE INCLUDES FRONT LESSONS (4.5 OF 6 CFU / MODULE) AND EXERCISES IN THE CLASSROOM AND AT THE LOCAL ENVIRONMENTAL AND MARITIME HYDRAULICS LABORATORY (LIDAM) (1.5 OF 6 CFU / MODULE). LABORATORY EXERCISES AIM TO STIMULATE THE ABILITY OF CRITICAL JUDGMENT SKILLS AND ACTIVELY INVOLVE STUDENTS IN THE HYDRAULIC AND FLUID-DYNAMIC PROCESSES. OVERALL, THE COURSE CONSISTS OF FRONTAL LESSONS (90 HH), CLASSROOM EXERCISES (22 HH) AND EXPERIMENTAL MEASUREMENTS (8 HH) AT THE LOCAL ENVIRONMENTAL AND MARITIME HYDRAULICS LABORATORY (LIDAM). CLASS ATTENDANCE IS MANDATORY WITH MINIMUM ATTENDANCE RATE OF 70% PRESENCE VERIFICATION MODE IS GENERALLY ELECTRONIC OR COMMUNICATED AT THE BEGINNING OF THE LESSONS.

Teaching Methods

THE COURSE OF 12 CFU / 120 HOURS IS PROVIDED THROUGH TWO CONSECUTIVE MODULES OF 6 CFU / 60 HOURS. EACH MODULE INCLUDES FRONT LESSONS (4.5 OF 6 CFU / MODULE) AND EXERCISES IN THE CLASSROOM AND AT THE LOCAL ENVIRONMENTAL AND MARITIME HYDRAULICS LABORATORY (LIDAM) (1.5 OF 6 CFU / MODULE).
LABORATORY EXERCISES AIM TO STIMULATE THE ABILITY OF CRITICAL JUDGMENT SKILLS AND ACTIVELY INVOLVE STUDENTS IN THE HYDRAULIC AND FLUID-DYNAMIC PROCESSES.
OVERALL, THE COURSE CONSISTS OF FRONTAL LESSONS (90 HH), CLASSROOM EXERCISES (22 HH) AND EXPERIMENTAL MEASUREMENTS (8 HH) AT THE LOCAL ENVIRONMENTAL AND MARITIME HYDRAULICS LABORATORY (LIDAM).
CLASS ATTENDANCE IS MANDATORY WITH MINIMUM ATTENDANCE RATE OF 70%
PRESENCE VERIFICATION MODE IS GENERALLY ELECTRONIC OR COMMUNICATED AT THE BEGINNING OF THE LESSONS.

	Verification of learning
	THE ACHIEVEMENT OF THE LEARNING OBJECTIVES IS ATTESTED WITH 2 WRITTEN TESTS (ONE PER SEMESTER, DURATION 2 HH) OR AT THE END OF THE COURSE THROUGH A WRITTEN EXAM (DURATION 2 HH) WHICH IS PREPARATORY TO THE SUCCESSIVE ORAL EXAM. TO SUCCESSFULLY UNDERGO THE ORAL EXAM, A MINIMUM SCORE OF 18/30 MUST BE ATTAINED ON THE WRITTEN EXAM. THE ORAL EXAM WILL CONSIST OF A CONVERSATION IN WHICH POSSIBLE GAPS SHOWN DURING THE WRITTEN EXAM WILL BE SOLVED. THE MAXIMUM SCORE CUM LAUDE WILL BE CONFERRED ON THE BASIS OF: -THE QUALITY OF THE EXPOSITION WITH THE USE OF A PROPER SCIENTIFIC TERMINOLOGY -THE ABILITY TO CORRELATE DIFFERENT TOPICS LEARNT DURING THE COURSE, AND POSSIBLY WITH REFERENCE TO OTHER DISCIPLINES -THE PERSONAL JUDGEMENT SHOWN DURING THE EXPOSITION. THE MINIMUM SCORE (18/30) AT THE ORAL EXAM WILL BE CONFERRED WHEN THE STUDENT SHOWS AT LEAST A BASIC KNOWLEDGE OF THE FUNDAMENTAL PRINCIPLES RULING HYDRAULIC AND FLUID MECHANIC PROCESSES AS WELL AS NO SEVERE HESITATION ON THE APPLICATION OF SOLVING METHODS OF HYDRAULIC SHEMES IS EXHIBITED.

Verification of learning

THE ACHIEVEMENT OF THE LEARNING OBJECTIVES IS ATTESTED WITH 2 WRITTEN TESTS (ONE PER SEMESTER, DURATION 2 HH) OR AT THE END OF THE COURSE THROUGH A WRITTEN EXAM (DURATION 2 HH) WHICH IS PREPARATORY TO THE SUCCESSIVE ORAL EXAM. TO SUCCESSFULLY UNDERGO THE ORAL EXAM, A MINIMUM SCORE OF 18/30 MUST BE ATTAINED ON THE WRITTEN EXAM.
THE ORAL EXAM WILL CONSIST OF A CONVERSATION IN WHICH POSSIBLE GAPS SHOWN DURING THE WRITTEN EXAM WILL BE SOLVED.
THE MAXIMUM SCORE CUM LAUDE WILL BE CONFERRED ON THE BASIS OF:
-THE QUALITY OF THE EXPOSITION WITH THE USE OF A PROPER SCIENTIFIC TERMINOLOGY
-THE ABILITY TO CORRELATE DIFFERENT TOPICS LEARNT DURING THE COURSE, AND POSSIBLY WITH REFERENCE TO OTHER DISCIPLINES
-THE PERSONAL JUDGEMENT SHOWN DURING THE EXPOSITION.
THE MINIMUM SCORE (18/30) AT THE ORAL EXAM WILL BE CONFERRED WHEN THE STUDENT SHOWS AT LEAST A BASIC KNOWLEDGE OF THE FUNDAMENTAL PRINCIPLES RULING HYDRAULIC AND FLUID MECHANIC PROCESSES AS WELL AS NO SEVERE HESITATION ON THE APPLICATION OF SOLVING METHODS OF HYDRAULIC SHEMES IS EXHIBITED.

	Texts
	V. MARONE "IDRAULICA", LIGUORI EDITORI, NAPOLI 1990. HUGHES AND BRIGHTON - "MECCANICA DEI FLUID" ED. SCHAUM

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Fabio DENTALE | ENVIRONMENTAL HYDRAULICS AND FLUID DYNAMICS