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Fluid Mechanics and Applications MECN 3110

Fluid Mechanics and Applications MECN 3110. Inter American University of Puerto Rico Professor: Dr. Omar E. Meza Castillo. Chapter 3. Integral Relations for a Control Volume. Course Objectives. To define volume flow rate, weight flow rate, and mass flow rate and their units.

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Fluid Mechanics and Applications MECN 3110

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  1. Fluid Mechanics and Applications MECN 3110 Inter American University of Puerto Rico Professor: Dr. Omar E. Meza Castillo

  2. Chapter 3 Integral Relations for a Control Volume

  3. Course Objectives • To define volume flow rate, weight flow rate, and mass flow rate and their units. • To understand the Reynolds Transport Theorem. • To apply • Conservation of Mass Equation • Linear Momentum Equation • Energy Equation • Frictionless Flow: The Bernoulli Equation Thermal Systems Design Universidad del Turabo

  4. Introduction • All the laws of mechanics are written for a system, which is defined as an arbitrary quantity of mass of fixed identity. Everything external to this system is denoted by the term surrounding, and the system is separated fro its surrounding by its boundaries. • A control volume is defined as a specific region in the space for study. System Control Volume

  5. Volume and Mass Rate of Flow • All the analyses in this chapter involve evaluation of the volume flow Q or mass flow m passing through a surface (imaginary) defined in the flow.

  6. Volume and Mass Rate of Flow • The integral dV /dt is the total volume rate of flow Q through the surface S. • Volume flow can be multiplied by density to obtain the mass flow m. If density varies over the surface, it must be part of the surface integral • If density is constant, it comes out of the integral and a direct proportionality results:

  7. Volume and Mass Rate of Flow • The quantity of fluid flowing in a system per unit time can be expressed by the following three different terms: • The volume flow rate is the volume of fluid flowing past a section per unit time where A is the area of the section and ν is the average velocity of flow • The weight flow rate is the weight of fluid flowing past a section per unit time where ɣ is the specific weight

  8. Volume and Mass Rate of Flow • The mass flow rate is the mass of fluid flowing through a section per unit time where ρ is the density

  9. The Reynolds Transport Theorem • To convert a system analysis to a control-volume analysis is needed the Reynolds transport theorem. • Arbitrary Fixed Control Volume • Fixed Control Volume B is any property of the fluid and β is an intensive property Compact form of the Reynolds Transport Theorem CS

  10. Application Problems

  11. Conservation of Mass • For conservation of mass B is m (mass) and β is 1. • If the volume control has only a number of the one-dimensional inlets and outlets, we can write

  12. Conservation of Mass • Other special cases occur. Suppose that flow within the control volume is steady, then • This states that in steady flow the mass floes entering and leaving the control volume must balance exactly. For steady flow

  13. Conservation of Mass • The quantity ρVA is called mass flow m with units of kg/s or slugs/s • In general, the steady-flow mass conservation relation can be written as

  14. Conservation of Mass • Incompressible Flow: The variation of density can be considered negligible. • If the inlets and outlet are one-dimensional, we have • Where Q=VA is called the volume flow passing through the given cross section.

  15. Application Problems

  16. Problem

  17. Solution

  18. Problem

  19. Problem

  20. Problem

  21. The Linear Momentum Equation • For linear momentum equation for a deformable control-volume. • For a fixed control-volume, the relative velocity Vr=V • If the volume control has only a number of the one-dimensional inlets and outlets, we can write

  22. Application Problems

  23. Problem

  24. Solution • If • The components x and z of the linear momentum equation are: 0 0

  25. Solution • Writing the previous equations in the scalar form: • Using the conservation of mass V1A1=V2A2 or A1=A2, since V1=V2.

  26. Solution • Replacing the values:

  27. Problem

  28. Solution

  29. Solution

  30. Energy Equation • As the final basic law, we apply the Reynolds transport theorem to the first law of thermodynamics. The dummy variable B becomes energy E, and the energy per unit mass is β=dE/dm=e. • Positive Q denotes heat added to the system and positive W denotes work done by the system

  31. Energy Equation • The Steady Flow Energy Equation • If

  32. Energy Equation • The Steady Flow Energy Equation • Where hf the friction loss is always positive, the pump always add energy (increase the left-hand side) hpump and the turbine extracts energy from the flow hturbine.

  33. Application Problems

  34. Problem

  35. Problem

  36. Problem

  37. Problem

  38. Problem

  39. Frictionless Flow: The Bernoulli Equation • Closely to the steady flow energy equation is a relation between pressure, velocity, and elevation in a frictionless flow, now called the Bernoulli Equation. • For an unsteady frictionless flow • For steady frictionless flow

  40. Application Problems

  41. Problem

  42. Problem

  43. Problem

  44. Problem

  45. Problem

  46. Problem

  47. Problem

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