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What are the topics covered in the theoretical classes of the Hydraulic I course at Eduardo Mondlane University? 3.4 - Differential Meters 3.5 - Ar...

What are the topics covered in the theoretical classes of the Hydraulic I course at Eduardo Mondlane University?
3.4 - Differential Meters
3.5 - Archimedes' Principle
3.6 - Impulsion on Flat Surfaces
3.7 - Impulsion on Curved Surfaces
3.8 - Impulsion on the Base and Totality of Containers
4.1 - Trajectories and Streamlines
4.2 - Types of Flow
4.3 - Flow Tube, Flow Rate and Average Velocity
4.4 - Continuity Equation
4.5 - Laminar and Turbulent Flows
4.6 - Local Acceleration and Convective Acceleration
4.7 - Lagrange and Euler Descriptions
4.8 - Angular Deformation, Rotation and Volumetric Dilation
5.1 - Navier-Stokes Equation
5.2 - Flow in the Gravity Field
5.3 - Bernoulli's Theorem for Perfect Liquids
5.4 - Piezometric Line and Energy Line
5.5 - Bernoulli's Theorem for Real Liquids
5.6 - Variation of the Piezometric Elevation
5.7 - Vortices
5.8 - Rotational and Irrotational Movements
5.9 - Plane Flow
5.10 - Beginning of Flow. Boundary Layer
6.1 - Generalized Bernoulli's Theorem
6.2 - Hydraulic Power. Concept of Pumps and Turbines
6.3 - Euler's Theorem. Principle of Momentum Quantity
7.1 - Fundamental Concepts of Uniform Flow
7.2 - Tangential Stress on the Solid Boundary
7.3 - Laminar and Turbulent Flows
7.4 - Uniform Laminar Flows
7.5 - Uniform Turbulent Flows
7.6 - Empirical Laws for Rough Turbulent Regime
8.1 - Generalities
8.2 - Continuous Head Losses
8.3 - Localized Head Losses
8.4 - Influence of the Layout of the Pipes
8.5 - Calculation of Installations. Networks
8.6 - Pipes with Variable Flow during the Course
8.7 - Cavitation
9.1 - Types of Flows. Problems and Approximations
9.2 - Water Hammer. Qualitative Analysis
9.3 - Water Hammer. Simplified Quantitative Analysis
9.4 - Protection of Lifting Pipes against Water Hammer
9.5 - Mass Oscillation
9.6 - Almost Permanent Flows
10.1 - Definition and Classification of Hydraulic Pumps
10.2 - Flow Rate
10.3 - Geometric Head
10.4 - Lift Head
10.5 - Cavitation (N.P.S.H.)
10.6 - Power and Efficiency
10.7 - Rotation Speed
10.8 - Hill Diagram
10.9 - Specific Speed
10.10 - Characteristic Curve. Operating Point
10.11 - Pump Curve Layout
10.12 - Association of Centrifugal Pumps
10.13 - Some Precautions in Pump Installation

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Sebenta das Aulas Teoricas de Hidraulica I - versao 2018
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The topics covered in the theoretical classes of the Hydraulic I course at Eduardo Mondlane University are: 3.4 - Differential Meters 3.5 - Archimedes' Principle 3.6 - Impulsion on Flat Surfaces 3.7 - Impulsion on Curved Surfaces 3.8 - Impulsion on the Base and Totality of Containers 4.1 - Trajectories and Streamlines 4.2 - Types of Flow 4.3 - Flow Tube, Flow Rate and Average Velocity 4.4 - Continuity Equation 4.5 - Laminar and Turbulent Flows 4.6 - Local Acceleration and Convective Acceleration 4.7 - Lagrange and Euler Descriptions 4.8 - Angular Deformation, Rotation and Volumetric Dilation 5.1 - Navier-Stokes Equation 5.2 - Flow in the Gravity Field 5.3 - Bernoulli's Theorem for Perfect Liquids 5.4 - Piezometric Line and Energy Line 5.5 - Bernoulli's Theorem for Real Liquids 5.6 - Variation of the Piezometric Elevation 5.7 - Vortices 5.8 - Rotational and Irrotational Movements 5.9 - Plane Flow 5.10 - Beginning of Flow. Boundary Layer 6.1 - Generalized Bernoulli's Theorem 6.2 - Hydraulic Power. Concept of Pumps and Turbines 6.3 - Euler's Theorem. Principle of Momentum Quantity 7.1 - Fundamental Concepts of Uniform Flow 7.2 - Tangential Stress on the Solid Boundary 7.3 - Laminar and Turbulent Flows 7.4 - Uniform Laminar Flows 7.5 - Uniform Turbulent Flows 7.6 - Empirical Laws for Rough Turbulent Regime 8.1 - Generalities 8.2 - Continuous Head Losses 8.3 - Localized Head Losses 8.4 - Influence of the Layout of the Pipes 8.5 - Calculation of Installations. Networks 8.6 - Pipes with Variable Flow during the Course 8.7 - Cavitation 9.1 - Types of Flows. Problems and Approximations 9.2 - Water Hammer. Qualitative Analysis 9.3 - Water Hammer. Simplified Quantitative Analysis 9.4 - Protection of Lifting Pipes against Water Hammer 9.5 - Mass Oscillation 9.6 - Almost Permanent Flows 10.1 - Definition and Classification of Hydraulic Pumps 10.2 - Flow Rate 10.3 - Geometric Head 10.4 - Lift Head 10.5 - Cavitation (N.P.S.H.) 10.6 - Power and Efficiency 10.7 - Rotation Speed 10.8 - Hill Diagram 10.9 - Specific Speed 10.10 - Characteristic Curve. Operating Point 10.11 - Pump Curve Layout 10.12 - Association of Centrifugal Pumps 10.13 - Some Precautions in Pump Installation

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