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Syllabus 2019-20 - 14012010 - Hydraulics (Hidráulica)

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  • Level 1: Tutorial support sessions, materials and exams in this language
  • Level 2: Tutorial support sessions, materials, exams and seminars in this language
  • Level 3: Tutorial support sessions, materials, exams, seminars and regular lectures in this language
DEGREE: Grado en Ingeniería civil
FACULTY: SCHOOL OF ENGINEERING OF LINARES
ACADEMIC YEAR: 2019-20
COURSE: Hydraulics
SYLLABUS
1. COURSE BASIC INFORMATION
NAME: Hydraulics
CODE: 14012010 ACADEMIC YEAR: 2019-20
LANGUAGE: English LEVEL: 0
ECTS CREDITS: 4.5 YEAR: 2 SEMESTER: PC
2. LECTURER BASIC INFORMATION
NAME: PÉREZ LATORRE, FRANCISCO JOSÉ
DEPARTMENT: U121 - INGENIERÍA MECÁNICA Y MINERA
FIELD OF STUDY: 600 - MECÁNICA DE FLUIDOS
OFFICE NO.: D - 008 E-MAIL: fjperez@ujaen.es P: 953648526
WEBSITE: www.fluidsujaen.es
ORCID: https://orcid.org/0000-0001-6831-1380
LANGUAGE: - LEVEL: 1
3. CONTENT DESCRIPTION

LESSON 1: DEFINITIONS AND PRELIMINARY CONCEPTS

1.1.- HYDRAULIC SCOPE

1.2.- HISTORICAL DEVELOPMENT

1.3.- DIMENSIONS AND LESSONS

1.4.- BASIC CONCEPTS

LESSON 2: PROPERTIES OF LIQUIDS

2.1.- DEFINITION OF FLUID. - DISTINCTION BETWEEN A SOLID AND A FLUID. - DISTINCTION BETWEEN A GAS AND A LIQUID

2.2.- DENSITY, SPECIFIC WEIGHT, SPECIFIC VOLUME AND RELATIVE DENSITY

2.3.- COMPRESSIBLE AND INCOMPRESSIBLE FLUIDS. - COMPRESSABILITY OF LIQUIDS

2.7.- VISCOSITY.

2.8. SURFACE TENSION

2.9. VAPOR PRESSURE OF LIQUIDS

LESSON 3: HYDROSTATIC

3.1.- INTRODUCTION.

3.1.1.- Balance concept.

3.2.- VARIATION OF PRESSURE IN A FLUID IN REST. –

3.3 ABSOLUTE PRESSURE AND MANOMETRIC PRESSURE. .

3.4.- MEASUREMENT OF THE PRESSURE

3.5.- FORCE OVER A FLAT AREA.

  LESSON 4: CHARACTERISTICS OF LIQUID FLOW. FUNDAMENTAL EQUATIONS

4.1.- DEFINITIONS.

4.2.- MAIN TYPES OF FLOW

4.3. CONTINUITY EQUATION.

4.4. EQUATION OF ENERGY. Bernoulli's theorem. Applications of Bernoulli's Theorem

4.5. POWER IN THE FLUX FLUX.

4.6. PRINCIPLE OF AMOUNT OF MOVEMENT.

LESSON 5: SEMEJANZA AND DIMENSIONAL ANALYSIS

5.1 EXPERIMENTATION IN HYDRAULICS. DIMENSIONAL EQUATIONS. PI BUCKINGHAM TEOREMA

5.2.- ADIMENSIONALS IN HYDRAULICS

5.3.- TESTS: PROTOTYPE AND MODEL

5.4.- LIKENESS OF MODELS. DYNAMIC SEMEJANZA AND GRADIENT OF PRESSURES: NUMBER OF EULER.- DYNAMIC SEMEJANZA WITH PREDOMINIO OF THE GRAVITY: NUMBER OF FROUDE. DYNAMIC LIKENESS WITH PREDOMINANCE OF VISCOSITY: NUMBER OF REYNOLDS.

LESSON 6: FORCED DRIVES IN PERMANENT REGIME

6.1.- INTRODUCTION: LAMINAR AND TURBULENT FLOW, NUMBER OF CRITICAL REYNOLDS, HYDRAULIC RADIO, HYDRAULIC DIAMETER

6.2.- LOAD LOSS IN CONSTANT TRANSVERSAL SECTION DUCTS

6.3. - LOSS OF LOAD IN CIRCULAR DUCTS. - EQUATION OF DARCY WEISBACH

6.4.- CALCULATION OF LOSS OF LOAD IN LAMINAR REGIME. CALCULATION OF LOAD LOSS IN TURBULENT REGIME

6.5.- FORMULA OF COLEBROOK AND DIAGRAM OF MOODY

6.6.- FORM OF CALCULATION IN THE BASIC PROBLEMS IN PIPES

6.7.- LOCAL LOAD LOSSES (SECONDARY, ACCIDENTAL, ACCESSORY)

LESSON 07: VARIABLE REGIME IN PRESSURE PIPES.GOLPE DE ARIETE

7.1. INSTANT CLOSURE

7.2.- GRADUAL CLOSURE.

7.3. IMPULSIONS.

 LESSON 8: CHANNELS

8.1 .- INTRODUCTION.-

8.2.- TYPES OF CHANNELS. .- TYPES OF FLOW. .- SPEED DISTRIBUTION

8.3.- GEOMETRIC CHARACTERISTICS OF SIMPLE SECTIONS

8.4.- EQUATION OF THE ENERGY IN THE PERMANENT FLOW

8.5.- CUTTING EFFORT ON THE WALLS OF THE PERMANENT AND UNIFORM REGIME. ADMISSIBLE SPEEDS

8.6.- LOSS OF CONTINUOUS LOADING AND LOCALIZED LOSSES

8.7.- VARIATION OF FLOW AND SPEED IN THE WAY

8.8.- HYDRAULICALLY OPTIMAL SECTION

8.9.- PERMANENT NON-UNIFORM REGIME IN CHANNELS

LESSON 9: TURBOMACHINE.

1.- TURBOMACHINE BASIS AND DEFINITION

2.- TECHNICAL WORK OR INTERIOR WORK IN THE AXIS. .- CLASSIFICATION ACCORDING TO THE DIRECTION OF THE FLOW IN THE RODETE

3.- LOSSES, POWERS AND PERFORMANCES

4.- SEMEJANZA IN TURBOMCHINES

LESSON 10: PUMPS. LIFTING STATIONS

  1. INTRODUCTION

2.- TYPES OF PUMPS. - PARAMETERS INVOLVED IN THE SELECTION OF A PUMP

3.- REAL CHARACTERISTIC CURVE H-Q.- CURVES OF POWERS AND GLOBAL PERFORMANCE

4.- OPERATION AT VARIABLE ANGULAR SPEED

5.- OPERATING POINT OF A PUMP

6.- COUPLING OF PUMPS TO THE NETWORK

7.- CAVITATION IN PUMPS

4. COURSE DESCRIPTION AND TEACHING METHODOLOGY

A1 - Exposition classes in a large group

  • M1

29.0

43.5

72.5

2.9

  • CG5
  • CC7

A2 - Classes IN PRACTICE GROUPS

  • M6

14.0

21.0

35.0

1.4

  • CG5
  • CC7

A3 - Collective tutorials

  • M14

2.0

3.0

5.0

0.2

  • CG5
  • CC7

Totals

45.0

67.5

112.5

4.5

Students with special educational needs should contact the Student Attention Service (Servicio de Atención y Ayudas al Estudiante) in order to receive the appropriate academic support

5. ASSESSMENT METHODOLOGY

 The S1 aspect evaluates the learning results Resul -09 and 10 and the competences CC7 and CG5

The S2 aspect evaluates the learning results Resul -09 and 10 and 11 and the competences CC7 and CG5

The S3 aspect evaluates the learning results Resul -05 and 11 and the competences CC7 and CG5

 

S1

Active participation in the class. - Participation in the debates - Participation in the group work

Observation and notes of the teacher

10.0

10.0

10.0

S2

- Mastery of the theoretical and operational knowledge of the subject.

Theoric exam

70.0

70.0

70.0

S3

Entrega de los casos-problemas bien resueltos.

Delivery of cases-well-solved problems

20.0

20.0

20.0

6. BOOKLIST
MAIN BOOKLIST:
  • Fluid dynamics : an introduction. Edition: -. Author: Rieutord, Michel. Publisher: Cham : Springer, 2015  (Library)