1 / 8

1. Integral vs Differential Approach

1. Integral vs Differential Approach. Fluid flows may be analysed using -. Differential Approach Does give a point by point description of Fluid Motion. Integral Approach will not give a point by point description of Fluid Motion. Gives only the overall effect of fluid motion

bsesco
Download Presentation

1. Integral vs Differential Approach

An Image/Link below is provided (as is) to download presentation Download Policy: Content on the Website is provided to you AS IS for your information and personal use and may not be sold / licensed / shared on other websites without getting consent from its author. Content is provided to you AS IS for your information and personal use only. Download presentation by click this link. While downloading, if for some reason you are not able to download a presentation, the publisher may have deleted the file from their server. During download, if you can't get a presentation, the file might be deleted by the publisher.

E N D

Presentation Transcript


  1. 1. Integral vs Differential Approach Fluid flows may be analysed using - Differential Approach Does give a point by point description of Fluid Motion Integral Approach will not give a point by point description of Fluid Motion. Gives only the overall effect of fluid motion on a structure or body or

  2. 2. Lagrangian vs Eulerian Methods Lagrangian Method A system approach to track of a fixed mass of fluid. Complicated Eulerian Method Studies what happens at a point or within a Control Volume Convenient y (x0,y0,t) a b Pa = Pa(t) Pb = Pb(t) Pc = Pc(t) x c P=P(x,y,t)

  3. 3. System and Control Volume Systemis a fixed mass of fluid, its boundaries may change with time. AControl Volumeis a region in space, mass can cross its boundary

  4. 4. Conditions on Fluid Motion • Systemsare subject to • Law of Conservation of Mass : • Newton’s Second Law of Motion: • First and Second Laws of Thermodynamics: • To calculate a flow we need in addition • Equation of State • A formula/Equation for Viscosity • Boundary Conditions

  5. 5. Reynolds Transport Theorem

  6. 6. Continuity Equation (N = m, h = 1) v2 v1 dA2 dA1 2 1 Steady Flow- Which for a stream tube becomes Incompressible flow: For an incompressible flow

  7. 7. Momentum Equations (N=mV and h = v) FsSurface force FbBody force dVolume element dAArea element

  8. 8. Energy Equation E, Total Energy, Internal Energy, gacceleration due to gravity, , Zelevation, Qentry Rate of Heat Addition, WentryWork done on the system. For a steady incompressible flow one has

More Related