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Thermo-Fluid Engineering I: Mechanics & Thermodynamics of Fluids, Slides of Thermodynamics

Thermofluids Notes on Fluid Statics and Work and Heat.

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ENGI 2102 Thermo-Fluid Engineering I
Chapter 1: Introduction to the Mechanics and
Thermodynamics of Fluids
G. Mazzanti
Process Engineering and Applied Science
Dalhousie University
Fall 2019
Slides by Michele Hastie, 2016
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ENGI 2102 Thermo-Fluid Engineering I

Chapter 1: Introduction to the Mechanics and

Thermodynamics of Fluids

G. Mazzanti Process Engineering and Applied Science Dalhousie University Fall 2019 Slides by Michele Hastie, 2016

Outline

 1.1 Systems and Control Volumes

 1.2 Properties of a System

 1.3 Density and Specific Gravity

 1.4 Classification of Fluid Flows

 1.5 Viscosity

 1.6 Surface Tension and Capillary Effects

 1.7 Problems

We will return to this material at the end of the semester.

1.1 Systems and Control Volumes (page 3)

 A real boundary may be either rigid or deformable (Fig 1.1b)

Closed system (Fig. 1.1c)

 Mass (fluid) does not cross the system boundary  Energy can cross the system boundary

b) A system with rigid and deformable

(or deformable)Movable Rigid (or fixed)boundary boundary

gas

boundaries

c) A closed system or control mass

SystemClosed

Boundary

Energy Surroundings transfer

No masstransfer

x

1.1 Systems and Control Volumes (page 3)

Open system (Fig 1.1d) – Both mass (fluid) and energy can cross the system boundary

Isolated system – Neither mass nor energy crosses the system boundary

d) An open system or control volume

Imaginaryboundary boundaryReal

1.2 Properties of a System (page 4)

Extensive propertydependent on the quantity (or extent) of matter in the system  Mass and volume are extensive properties  Extensive properties are additive

10 kg of water 2 m 3 of air

1.2 Properties of a System (page 4)

Intensive propertyindependent of the quantity (or extent) of matter in the system  Pressure, temperature, and density are examples

 Intensive properties are not additive  The magnitudes of these properties can vary spatially within a system ( e.g. , pressure varies with depth in the ocean)

10 kg of water 2 m 3 of air Gas

SupercriticalFluid

Melting/Solidification

P

T

Critical Point

Sublimation/Deposition Triple Point

expand on freezingSubstances that contract on freezingSubstances that

T (^) c

Pc

Vaporization/Condensation Vapour

Liquid Solid

T = 50°C P = 1 atm

T = 50°C P = 1 atm

Ideal gas law: PV = nRT

1.2 Properties of a System (page 4)

Non-equilibrium thermodynamics: (rate processes, transport phenomena, heat and mass transfer):  The time course of the process is considered.

Example:  How can we design a device to quickly heat liquid water from 20 to 100°C?  To answer this question we need to consider:  The power of the heat source  The conductivity of the material involved  Is the water being stirred or is it stagnant? http://www.wholeheartedplumbing.com/unclog-drain-boiling-water/

1.3 Density and Specific Gravity (page 4)

 We can analyze a system from two different points of view:  Microscopic viewpoint:  Considers the behaviour of every molecule  Microscopic properties: Molecular diameter, mean free path, kinetic energy of individual molecules, etc.

Macroscopic viewpoint:  Concerned with the average effects of many molecules’ interactions  Macroscopic properties: Pressure, temperature, density, etc.

 For most engineering systems we are typically only concerned with macroscopic properties and their variation with space and time.

Example: Pressure (macroscopic) is the force per unit area that molecules (microscopic) exert on container walls as the collide with it.

Statistical mechanics, statistical thermodynamics

Continuum mechanics, classical mechanics, classical thermodynamics

1.4 Classification of Fluid Flows (page 6)

 A fluid is a form of matter that is unable to withstand an applied shear stress ( τ ).  Given sufficient time, the smallest shear stress is capable of producing any change of shape.  This is in contrast to the behaviour of a solid , in which a definite value of the shearing stress must be applied to produce a given deformation.

Solid

Fluid

τ τ τ

τ τ τ

Time τ

τ

1.4 Classification of Fluid Flows (page 7)

 A fluid offers no resistance to change of shape.  But it does exhibit a resistance to the rate of change of shape.  Viscosity – a measure of a fluid’s resistance to gradual deformation by shear stress

http://www.laboratoryequipment.com/news/2012/01/liquid-more-liquid-water

1.4 Classification of Fluid Flows (page 7)

 Fluid flow can be classified in a number of ways:

I. Viscous vs****. Inviscid

 Flows where fluid friction effects are significant are called viscous flows  Conversely, flows where fluid friction is negligible are termed inviscid flows

1.4 Classification of Fluid Flows (page 8)

II. Internal vs****. External Flow

 Flow is classified as internal if it flows within a confined space (pipe or duct).

1.4 Classification of Fluid Flows (page 8)

III. Compressible vs****. Incompressible

Molecules in liquids are closely spaced.

Changes in pressure have a small effect on volume (and density).

Molecules in gases are widely spaced.

Changes in pressure have a significant effect on volume (and density).

1.4 Classification of Fluid Flows (page 8)

III. Compressible vs****. Incompressible

 Compressibility is a measure of the volume (or density) change of a fluid (or solid) as a response to pressure.  Compressible flow – Density changes along streamlines  Incompressible flow – Density variations along streamlines are negligible  More variables and equations are required to describe compressible flows.  In general:

Incompressible Flow Compressible Flow  Liquids (most situations)  Gases at low velocities

 Gases at high velocities  Some situations involving liquids