Paolo VILLANI | IDRAULICA E COSTRUZIONI IDRAULICHE

cod. 0660100029

IDRAULICA E COSTRUZIONI IDRAULICHE

	0660100029
	DIPARTIMENTO DI INGEGNERIA CIVILE
	EQF7
	BUILDING ENGINEERING - ARCHITECTURE
	2018/2019

PERCORSO COMUNE Cohort 2015/2016

	OBBLIGATORIO
	YEAR OF COURSE 4
	YEAR OF DIDACTIC SYSTEM 2012
	ANNUALE

TEACHING UNITS

	SSD	CFU	HOURS	ACTIVITY	TYPE OF ACTIVITY
1	IDRAULICA
	ICAR/01	6	60	LESSONS	SUPPLEMENTARY COMPULSORY SUBJECTS
2	COSTRUZIONI IDRAULICHE
	ICAR/02	6	60	LESSONS	SUPPLEMENTARY COMPULSORY SUBJECTS

PROFESSORS

	PAOLO VILLANI2 T Curriculum
	GIACOMO VICCIONE1 Curriculum

	Objectives
	THE COURSE AIMS TO PROVIDE WORKING AND DESIGN PRINCIPLES OF MOST COMMONLY USED WATER WORKS IN BUILDINGS, WITH PARTICULAR ATTENTION TO THE HYDRAULIC APPLIANCES. THEORETICAL TOPICS ARE SUPPORTED AND SUPPLEMENTED BY CARRYING NUMERICAL EXERCISES AND BY DEVELOPING AFFORDABLE TECHNICAL-ECONOMIC SOLUTIONS TO BE PRESENTED IN TWO PROJECTS (ONE FOR SEMESTER).

	Prerequisites
	IN ORDER TO SUCCESSFULLY FULFILL PREDETERMINED GOALS, KNOWLEDGE OF MECHANICS OF CONTINUUM SYSTEMS IS REQUIRED.

	Contents
	FUNDAMENTALS PROPERTIES OF FLUIDS - PRESSURE AND SHEAR STRESS - CAUCHY THEOREM – DIFFERENTIAL EQUATION OF HYDRODYNAMIC EQUILIBRIUM. NAVIER-STOKES EQUATIONS. HYDROSTATICS STEVIN’S EQUATION – PRESSURE DISTRIBUTION –PRESSURE MEASUREMENT - FORCE ACTING ON PLANE SURFACES - CENTRE OF PRESSURE – INTEGRAL EQUATION OF HYDROSTATICS -ARCHIMEDES' PRINCIPLE - FORCE ACTING ON CURVED SURFACES. STEADY FLUID FLOWS DEFINITION OF: TRAJECTORY, STREAMLINE, STREAM TUBE AND CURRENT – EULERIAN AND LAGRANGIAN APPROACH – CONTINUITY EQUATION IN DIFFERENTIAL AND INTEGRAL FORM - BERNOULLI'S THEOREM FOR FRICTIONLESS FLUIDS - POWER OF A CURRENT: EXTENSION OF THE BERNOULLI EQUATION TO A CURRENT - APPLICATION OF BERNOULLI'S THEOREM TO DISCHARGE FROM ORIFICES – PITOT AND PITOT-PRANDTL TUBES – VENTURI, NOZZLE AND ORIFICE METERS – FROM LAMINAR TO TURBULENT FLOWS: THE REYNOLDS’ EXPERIMENT - EQUATION OF MOTION FOR REAL FLUIDS: FRICTION AND LOCAL LOSSES - LAMINAR FLOW: POISEILLE’S FORMULA – TURBULENT FLOWS - DARCY -WEISBACH FORMULA - NIKURADSE EXPERIMENTS - SMOOTH PIPE - DEFINITION OF ROUGHNESS - MOODY - PRESSURE LOSSES FORMULAE: BLASIUS, PRANDTL, VON KARMAN AND COLEBROOK-WHITE - OVERVIEW OF PUMPS AND TURBINES – APPLICATIONS - INTEGRAL FORM OF HYDRODYNAMIC EQUATION EQUILIBRIUM AND ITS APPLICATION. WATER SUPPLY SYSTEMS PRINCIPLES: SYSTEMS, COMPONENTS AND ELEMENTS. - DESIGNING AND TESTING A SIMPLE AQUEDUCT. NOTES ON PRACTICAL FORMULAE. – AQUEDUCT CONSORTIUM SCHEME. – HYDRAULIC AND ECONOMIC PROJECT OF A PUMPING STATION. – ELECTRO-MECHANICAL FEATURES OF PUMPS. – PUMP CHOICE. – INTERNAL AND EXTERNAL CHARACTERISTIC CURVES OF PUMPS AND THEIR REGULATION. – WORKING POINT. – ATTENUATION CONTROL SYSTEMS OF RAPIDLY VARIED FLUID FLOW. – PIPELINE MATERIALS. – PIPELINE PRODUCTIVE CYCLE. – PIPELINE CORROSION, PROTECTION TECHNIQUES. - STATIC ANALYSIS OF PIPELINES. WATER DISTRIBUTION SYSTEMS WATER NETWORKS DISTRIBUTION: DESIGNING AND ECONOMIC CALCULUS. - TESTING WITH THE HARDY CROSS METHOD. - SUSTAINABILITY CRITERIA OF HYDRAULIC TESTING. STEADY FREE SURFACE FLOWS DEFINITION OF FREE SURFACE FLOWS. - TOTAL HEAD OF A CURRENT – CRITICAL CONDITION – SUPERCRITICAL, SUBCRITICAL AND CRITIC FLOWS – UNIFORM FLOW: RESISTANCE FORMULAE – RATING CURVES - MILD, STEEP AND CRITICAL SLOPE - 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 – CHUTE IN A CHANNEL - GATE IN A CHANNEL – FLOW OVER WEIRS. CLASSROOM PROJECTS PRELIMINARY DESIGN OF A FIRE-FIGHTING WATER SYSTEM OR PRELIMINARY DESIGN OF HYDRAULIC EQUIPMENT SYSTEMS IN BUILDINGS. PRELIMINARY DESIGN OF A DRAIN SYSTEM FOR CONVEYING URBAN RUNOFF FROM BUILDINGS.

FUNDAMENTALS
PROPERTIES OF FLUIDS - PRESSURE AND SHEAR STRESS - CAUCHY THEOREM – DIFFERENTIAL EQUATION OF HYDRODYNAMIC EQUILIBRIUM. NAVIER-STOKES EQUATIONS.

HYDROSTATICS
STEVIN’S EQUATION – PRESSURE DISTRIBUTION –PRESSURE MEASUREMENT - FORCE ACTING ON PLANE SURFACES - CENTRE OF PRESSURE – INTEGRAL EQUATION OF HYDROSTATICS -ARCHIMEDES' PRINCIPLE - FORCE ACTING ON CURVED SURFACES.

STEADY FLUID FLOWS
DEFINITION OF: TRAJECTORY, STREAMLINE, STREAM TUBE AND CURRENT – EULERIAN AND LAGRANGIAN APPROACH – CONTINUITY EQUATION IN DIFFERENTIAL AND INTEGRAL FORM - BERNOULLI'S THEOREM FOR FRICTIONLESS FLUIDS - POWER OF A CURRENT: EXTENSION OF THE BERNOULLI EQUATION TO A CURRENT - APPLICATION OF BERNOULLI'S THEOREM TO DISCHARGE FROM ORIFICES – PITOT AND PITOT-PRANDTL TUBES – VENTURI, NOZZLE AND ORIFICE METERS – FROM LAMINAR TO TURBULENT FLOWS: THE REYNOLDS’ EXPERIMENT - EQUATION OF MOTION FOR REAL FLUIDS: FRICTION AND LOCAL LOSSES - LAMINAR FLOW: POISEILLE’S FORMULA – TURBULENT FLOWS - DARCY -WEISBACH FORMULA - NIKURADSE EXPERIMENTS - SMOOTH PIPE - DEFINITION OF ROUGHNESS - MOODY - PRESSURE LOSSES FORMULAE: BLASIUS, PRANDTL, VON KARMAN AND COLEBROOK-WHITE - OVERVIEW OF PUMPS AND TURBINES – APPLICATIONS - INTEGRAL FORM OF HYDRODYNAMIC EQUATION EQUILIBRIUM AND ITS APPLICATION.

WATER SUPPLY SYSTEMS
PRINCIPLES: SYSTEMS, COMPONENTS AND ELEMENTS. - DESIGNING AND TESTING A SIMPLE AQUEDUCT. NOTES ON PRACTICAL FORMULAE. – AQUEDUCT CONSORTIUM SCHEME. – HYDRAULIC AND ECONOMIC PROJECT OF A PUMPING STATION. – ELECTRO-MECHANICAL FEATURES OF PUMPS. – PUMP CHOICE. – INTERNAL AND EXTERNAL CHARACTERISTIC CURVES OF PUMPS AND THEIR REGULATION. – WORKING POINT. – ATTENUATION CONTROL SYSTEMS OF RAPIDLY VARIED FLUID FLOW. – PIPELINE MATERIALS. – PIPELINE PRODUCTIVE CYCLE. – PIPELINE CORROSION, PROTECTION TECHNIQUES. - STATIC ANALYSIS OF PIPELINES.

WATER DISTRIBUTION SYSTEMS
WATER NETWORKS DISTRIBUTION: DESIGNING AND ECONOMIC CALCULUS. - TESTING WITH THE HARDY CROSS METHOD. - SUSTAINABILITY CRITERIA OF HYDRAULIC TESTING.

STEADY FREE SURFACE FLOWS
DEFINITION OF FREE SURFACE FLOWS. - TOTAL HEAD OF A CURRENT – CRITICAL CONDITION – SUPERCRITICAL, SUBCRITICAL AND CRITIC FLOWS – UNIFORM FLOW: RESISTANCE FORMULAE – RATING CURVES - MILD, STEEP AND CRITICAL SLOPE - 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 – CHUTE IN A CHANNEL - GATE IN A CHANNEL – FLOW OVER WEIRS.

CLASSROOM PROJECTS
PRELIMINARY DESIGN OF A FIRE-FIGHTING WATER SYSTEM OR PRELIMINARY DESIGN OF HYDRAULIC EQUIPMENT SYSTEMS IN BUILDINGS.
PRELIMINARY DESIGN OF A DRAIN SYSTEM FOR CONVEYING URBAN RUNOFF FROM BUILDINGS.

	Teaching Methods
	THE COURSE CONSISTS OF THEORETICAL LESSONS, CLASSROOM AND LABORATORY EXERCITATIONS. DURING THE ACTIVITIES IN THE LOCAL LABORATORY, STUDENTS, SPLIT IN GROUPS, WILL DEAL WITH THE PROJECT OF HYDRAULIC SYSTEMS AND EQUIPMENT’S. AS GUEST IN THE LOCAL HYDRAULIC LABORATORY, THE STUDENT CAN OBSERVE AS WELL FREE SURFACE FLOW PROBLEMS.

	Verification of learning
	THE ACHIEVEMENT OF THE LEARNING OUTCOMES IS CERTIFIED BY PASSING AN EXAM WITH EVALUATION IN THIRTIETHS. THE EXAM INCLUDES A WRITTEN TEST AND AN ORAL TEST THAT TAKE PLACE ON DIFFERENT DAYS SCHEDULED. THE WRITTEN TEST IS PRELIMINARY TO THE ORAL EXAMINATION. THE ORAL EXAM INCLUDES THE PRESENTATION OF A TECHNICAL PAPER PRODUCED BY THE STUDENT INDEPENDENTLY OR IN GROUPS ON A TOPIC INDICATED BY THE TEACHER. THE WRITTEN TEST CONSISTS OF SOLVING TWO COMPUTATIONAL PROBLEMS. THE TEST HAS A DURATION OF NO MORE THAN 120 MINUTES AND IS AIMED AT VERIFYING THE ABILITY TO CORRECTLY APPLY THE THEORETICAL KNOWLEDGE, THE ABILITY TO UNDERSTAND THE PROPOSED PROBLEMS AND THE ABILITY TO COMMUNICATE IN A WRITTEN MANNER. DURING THE TEST IT IS NOT ALLOWED TO CONSULT TEXTS OR TO USE A PC OR SMARTPHONE; A POCKET CALCULATOR IS ALLOWED. THE TEST TAKES PLACE BEFORE THE ORAL EXAM AND IS CONSIDERED TO HAVE BEEN PASSED WITH THE ACHIEVEMENT OF A PRE-ESTABLISHED MINIMUM SCORE. THE ORAL EXAM CONSISTS OF A DISCUSSION LASTING ABOUT 15 MINUTES AIMED AT ASCERTAINING THE LEVEL OF KNOWLEDGE AND UNDERSTANDING ACHIEVED BY THE STUDENT ON THE THEORETICAL AND METHODOLOGICAL CONTENTS INDICATED IN THE SYLLABUS. THE ORAL TEST WILL ALSO ALLOW THE STUDENT'S COMMUNICATION SKILLS TO BE VERIFIED WITH THE LANGUAGE AND AUTONOMOUS ORGANIZATION OF THE EXPOSITION. THE ORAL EXAM INCLUDES A DISCUSSION OF THE DURATION OF ABOUT 15 MINUTES OF A TECHNICAL WORK PRODUCED BY THE STUDENT INDEPENDENTLY OR IN A GROUP ON A CASE STUDY PROPOSED BY THE TEACHER AS A LABORATORY ACTIVITY. THE DISCUSSION WILL ILLUSTRATE THE PROBLEMS POSED BY THE ASSIGNED CASE, THE POSSIBLE PROJECT ALTERNATIVES, THE POSSIBLE REGULATORY CONTEXT, THE METHODOLOGICAL APPROACH ADOPTED, THE ANALYSIS OF THE RESULTS OBTAINED. THE DISCUSSION CAN USE SLIDES AND PROVIDE FOR THE REQUEST FOR THEORETICAL INSIGHTS AND DETAILED CLARIFICATIONS BY THE MEMBERS OF THE EXAMINATION COMMITTEE. THE EVALUATION OF THE ORAL TEST WILL BE CARRIED OUT ON THE BASIS OF THE FOLLOWING INDICATORS: COMPLETENESS, PRESENTATION, RELEVANCE. THE TEST AS A WHOLE MAKES IT POSSIBLE TO ASCERTAIN BOTH THE CAPACITY FOR KNOWLEDGE AND UNDERSTANDING, AND THE ABILITY TO APPLY THE SKILLS ACQUIRED, BOTH THE ABILITY TO EXHIBIT, AND THE ABILITY TO LEARN AND DEVELOP SOLUTIONS IN INDEPENDENT JUDGMENT. THE FINAL GRADE USUALLY COMES FROM THE AVERAGE OF THE TWO TESTS. THE MINIMUM GRADE FOR PASSING THE EXAM IS 18/30. THE HONORS CAN BE AWARDED TO STUDENTS WHO REACH THE MAXIMUM SCORE OF 30/30 AND DEMONSTRATE TO BE ABLE TO INDEPENDENTLY APPLY KNOWLEDGE AND SKILLS ACQUIRED EVEN IN CONTEXTS DIFFERENT FROM THOSE PROPOSED IN CLASS.

Verification of learning

THE ACHIEVEMENT OF THE LEARNING OUTCOMES IS CERTIFIED BY PASSING AN EXAM WITH EVALUATION IN THIRTIETHS. THE EXAM INCLUDES A WRITTEN TEST AND AN ORAL TEST THAT TAKE PLACE ON DIFFERENT DAYS SCHEDULED. THE WRITTEN TEST IS PRELIMINARY TO THE ORAL EXAMINATION. THE ORAL EXAM INCLUDES THE PRESENTATION OF A TECHNICAL PAPER PRODUCED BY THE STUDENT INDEPENDENTLY OR IN GROUPS ON A TOPIC INDICATED BY THE TEACHER.
THE WRITTEN TEST CONSISTS OF SOLVING TWO COMPUTATIONAL PROBLEMS. THE TEST HAS A DURATION OF NO MORE THAN 120 MINUTES AND IS AIMED AT VERIFYING THE ABILITY TO CORRECTLY APPLY THE THEORETICAL KNOWLEDGE, THE ABILITY TO UNDERSTAND THE PROPOSED PROBLEMS AND THE ABILITY TO COMMUNICATE IN A WRITTEN MANNER. DURING THE TEST IT IS NOT ALLOWED TO CONSULT TEXTS OR TO USE A PC OR SMARTPHONE; A POCKET CALCULATOR IS ALLOWED. THE TEST TAKES PLACE BEFORE THE ORAL EXAM AND IS CONSIDERED TO HAVE BEEN PASSED WITH THE ACHIEVEMENT OF A PRE-ESTABLISHED MINIMUM SCORE.
THE ORAL EXAM CONSISTS OF A DISCUSSION LASTING ABOUT 15 MINUTES AIMED AT ASCERTAINING THE LEVEL OF KNOWLEDGE AND UNDERSTANDING ACHIEVED BY THE STUDENT ON THE THEORETICAL AND METHODOLOGICAL CONTENTS INDICATED IN THE SYLLABUS. THE ORAL TEST WILL ALSO ALLOW THE STUDENT'S COMMUNICATION SKILLS TO BE VERIFIED WITH THE LANGUAGE AND AUTONOMOUS ORGANIZATION OF THE EXPOSITION.
THE ORAL EXAM INCLUDES A DISCUSSION OF THE DURATION OF ABOUT 15 MINUTES OF A TECHNICAL WORK PRODUCED BY THE STUDENT INDEPENDENTLY OR IN A GROUP ON A CASE STUDY PROPOSED BY THE TEACHER AS A LABORATORY ACTIVITY. THE DISCUSSION WILL ILLUSTRATE THE PROBLEMS POSED BY THE ASSIGNED CASE, THE POSSIBLE PROJECT ALTERNATIVES, THE POSSIBLE REGULATORY CONTEXT, THE METHODOLOGICAL APPROACH ADOPTED, THE ANALYSIS OF THE RESULTS OBTAINED. THE DISCUSSION CAN USE SLIDES AND PROVIDE FOR THE REQUEST FOR THEORETICAL INSIGHTS AND DETAILED CLARIFICATIONS BY THE MEMBERS OF THE EXAMINATION COMMITTEE.
THE EVALUATION OF THE ORAL TEST WILL BE CARRIED OUT ON THE BASIS OF THE FOLLOWING INDICATORS: COMPLETENESS, PRESENTATION, RELEVANCE.
THE TEST AS A WHOLE MAKES IT POSSIBLE TO ASCERTAIN BOTH THE CAPACITY FOR KNOWLEDGE AND UNDERSTANDING, AND THE ABILITY TO APPLY THE SKILLS ACQUIRED, BOTH THE ABILITY TO EXHIBIT, AND THE ABILITY TO LEARN AND DEVELOP SOLUTIONS IN INDEPENDENT JUDGMENT.
THE FINAL GRADE USUALLY COMES FROM THE AVERAGE OF THE TWO TESTS. THE MINIMUM GRADE FOR PASSING THE EXAM IS 18/30. THE HONORS CAN BE AWARDED TO STUDENTS WHO REACH THE MAXIMUM SCORE OF 30/30 AND DEMONSTRATE TO BE ABLE TO INDEPENDENTLY APPLY KNOWLEDGE AND SKILLS ACQUIRED EVEN IN CONTEXTS DIFFERENT FROM THOSE PROPOSED IN CLASS.

	Texts
	TEXTBOOKS: V. MARONE, IDRAULICA, LIGUORI EDITORE, NAPOLI 1990. G. IPPOLITO, LEZIONI DI COSTRUZIONI IDRAULICHE, NUOVA EDIZIONE, LIGUORI EDITORE, NAPOLI LECTURE NOTES HANDED OUT DURING LESSONS. (HTTP://WWW.UNISA.IT/DOCENTI/PAOLOVILLANI (GIACOMOVICCIONE) /INDEX). FOR A BETTER KKNOWLEDGE: M. MOSSA- A. PETRILLO, IDRAULICA, ED. AMBROSIANA •

	More Information
	REFER TO THE FACULTY WEB SITE (HTTPS://WEB.UNISA.IT/DIDATTICA) FOR CLASS TIMETABLE.

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Paolo VILLANI | IDRAULICA E COSTRUZIONI IDRAULICHE