Presentation is loading. Please wait.

Presentation is loading. Please wait.

MAE 5130: VISCOUS FLOWS Examples Utilizing The Navier-Stokes Equations

Similar presentations


Presentation on theme: "MAE 5130: VISCOUS FLOWS Examples Utilizing The Navier-Stokes Equations"— Presentation transcript:

1 MAE 5130: VISCOUS FLOWS Examples Utilizing The Navier-Stokes Equations
September 16, 2010 Mechanical and Aerospace Engineering Department Florida Institute of Technology D. R. Kirk

2 THE NAVIER-STOKES EQUATIONS

3 N/S EQUATION FOR INCOMPRESSIBLE, CONSTANT m FLOW
Start with Newton’s 2nd Law for a fixed mass Divide by volume Introduce acceleration in Eulerian terms Ignore external forces Only body force considered is gravity Express all surface forces that can act on an element 3 on each surface (1 normal, 2 perpendicular) Results in a tensor with 9 components Due to moment equilibrium (no angular rotation of element) 6 components are independent) Employ a Stokes’ postulates to develop a general deformation law between stress and strain rate White Equation 2-29a and 2-29b Assume incompressible flow and constant viscosity

4 STREAMLINE AND STREAM FUNCTION EXAMPLE
y=0 y=1 y=2 f=0 f=1 f=2

5 STREAMLINE PATTERN: MATLAB FUNCTION
Physical interpretation of flow field Flow caused by three intersecting streams Flow against a 120º corner Flow around a 60º corner Patterns (2) and (3) would not be realistic for viscous flow, because the ‘walls’ are not no-slip lines of zero velocity

6 STREAMLINE PATTERN: MATLAB FUNCTION

7 STREAMLINE PATTERN: MATLAB FUNCTION

8 STREAMLINE PATTERN: MATLAB FUNCTION

9 u AND v VELOCITY COMPONENTS

10 VELOCITY MAGNITUDE

11 STATIC PRESSURE FIELD

12 TOTAL PRESSURE FIELD: P + ½rV2 = P + ½r(u2 +v2)½

13 ASIDE: MATLAB CAPABILITY FOR STREAMLINE PLOTTING
Altitude 1 Altitude 2 Altitude 3

14 ASIDE: MATLAB CAPABILITY FOR STREAMLINE PLOTTING

15 COEFFICIENT OF VISCOSITY, m
More fundamental approach to viscosity shows it is property of fluid which relates applied stress (t) to resulting strain rate (e) Consider fluid sheared between two flat plates Bottom plate is fixed Top plate moving at constant velocity, V, in positive x-direction only u = u(y) only Geometry dictates that shear stress, txy, must be constant throughout fluid Perform experiment → for all common fluids, applied shear is a unique function of strain rate For given V, txy is constant, it follows that du/dy and exy are constant throughout fluid, so that resulting velocity profile is linear across plates Newtonian fluids (air, water, oil): linear relationship between applied stress and strain Coefficient of viscosity of a Newtonian fluid: m Dimension: Ns/m2 or kg/ms Thermodynamic property (related to molecular interactions) that varies with T&P


Download ppt "MAE 5130: VISCOUS FLOWS Examples Utilizing The Navier-Stokes Equations"

Similar presentations


Ads by Google