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© Pritchard Introduction to Fluid Mechanics Chapter 8 Internal Incompressible Viscous Flow.

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Presentation on theme: "© Pritchard Introduction to Fluid Mechanics Chapter 8 Internal Incompressible Viscous Flow."— Presentation transcript:

1 © Pritchard Introduction to Fluid Mechanics Chapter 8 Internal Incompressible Viscous Flow

2 © Pritchard Main Topics Entrance Region Fully Developed Laminar Flow Between Infinite Parallel Plates Fully Developed Laminar Flow in a Pipe Turbulent Velocity Profiles in Fully Developed Pipe Flow Energy Considerations in Pipe Flow Calculation of Head Loss Solution of Pipe Flow Problems Flow Measurement

3 Internal Incompressible Viscous Flow

4 Turbulent flows Fluid particles rapidly mix as they move along due to random three-dimensional velocity fluctuations. Semi-empirical theories in conjunction with experimental data are the common approach for a turbulent flow. Computational solutions are also available through the use of some empirical parameters, however. http://www.google.com/images

5 Turbulent flows in a duct http://www.google.com/images

6 Turbulent flows

7 Incompressible flow

8 Velocity profiles for fully developed pipe flow

9 Energy Consideration in Pipe Flow

10

11 Use the empirical power- law profile, Eq. 8.22.

12 Head losses

13 Thermal energy converted from the mechanical energy from 1 to 2 Mechanical energies, pressure, kinetic, and potential energies.

14 Head losses

15 Calculation of Head Losses/Major Losses The mechanical energy loss is primarily due to the friction along a pipe and may be divided into two parts: Frictional loss along a straight,constant-flow-area pipe and frictional loss due to the change of flow area or path. The first part is called Major Loss and may be evaluated in terms of a horizontal pipe without the effect of elevation. The second part is called Minor Loss and will be discussed later.

16 Major losses GoogleGoogle images of roughness of a pipe

17 Major losses

18 Friction factor for turbulent flow Wall roughness affects the friction loss of turbulent flow. Since the wall roughness is random, an effective roughness is determined. sand size e

19 c08f014

20 Calculation of Head losses

21 © Pritchard Moody diagram

22 Calculation of friction factor

23 © Pritchard Heat losses due to flow area and pass changes/Minor Losses Minor Losses Examples: Inlets and Exits; Enlargements and Contractions; Pipe Bends; Valves and Fittings

24 © Pritchard Calculation of Head Loss Minor Loss: Loss Coefficient, K Minor Loss: Equivalent Length, L e

25 Calculation of Minor losses

26 Mechanical energy change of the fluid across the pump

27 The above equation is only for Mechanical energy change of the fluid across the pump, not a general energy balance!

28 Energy balance of a fluid system including a pump

29 The above equation may be rewritten as:

30 Thermal energy balance

31 Noncircular Ducts

32 c08u009

33 c08u048

34


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