Final day revision Flashcards
Concentric cylinder assumptions
- laminar flow
- incompressible fluid
- no radial flow
- no axial flow
- no slip at the surface of the cylinder
‘Interesting features’ of the Bingham concentric cylinder model
it is only valid where stress > yield stress
Searle mode : fluid closest to the bob is sheared but the fluid close to the cup is stationary
Couette mode : Fluid closest to the bob is sheared but the fluid close to the cup rotates with the cup. it does not experience flow.
Pipe flow assumptions
- Laminar flow
- Fully developed flow and steady flow
- Incompressible fluid
- Constant temperature
- No pressure dependence on viscosity
- no slip at the wall
Why is pipe roughness negligible for non-Newtonian fluids
Laminar sublayer tends to be thicker for non-Newtonian fluids, thus isolating the effect of wall roughness.
What is the yield stress
The minimum stress required to initiate flow
What are the two tests for yield stress
- Dynamic test
- Static test
Explain the dynamic test for yield stress
When the material is sheared with the application of progressively lower stress with associated reduction in flow
On the graph:
intercept A: the Bingham extrapolated yield stress
intercept B: the dynamic/lower yield stress
Explain the static test for yield stress
Application of stress to an undisturbed sample until flow is observed
intercept C: the static/upper yield stress
intercept B: the dynamic/lower yield stress
No-slip example
Fluid sheared within a concentric cylinder viscometer using Searle mode
Fluid closest to the bob surface moves at the same angular velocity as the bob meaning that the angular velocity between the two is 0.
Fluid closest to the cup is stationary meaning that the the angular velocity between the two is also 0.
What does it mean if slip occurs
The displacement of the surface doesn’t correlate with the imposed (and assumed) strain angle.
How do you probe slip?
Using the parallel plate system, conduct a series of stress controlled experiments with different physical gaps.
Slip velocity is independent of gap size, whereas the velocity difference across the sample varies as a function of stress and gap size.
apparent strain rate = V/h = (2*V_s)/h * strain rate
Sustainable operation
- Waste volume reduction by dewatering and recycle water
- Low solids concentration means Newtonian
easy pipeline transport but large environmental impact
- increased solids concentration means non Newtonian (e.g shear thinning behaviour)
transport behaviours modified and improved environmental impact
- Further increased concentration means yield stress material and increased viscosities
pipeline transport is a major concern but ideal environmental result. ‘dry’ stacking of concentrated waste solids instead of waste lakes
Spring general equation
stress = G * strain
Dashpot general equation
stress = viscosity * strain rate
Kelvin - Voigt general equation
stress = (G * strain) + (viscosity * strain rate)
What is the creep experiment
Apply constant stress and consider how the strain will change in time
How does the Kelvin Voigt model respond to the creep experiment
- Apply constant stress
- System will begin to move at a rate determined by the viscosity of the dashpot fluid
- A limiting deformation will be achieved which is determined by the spring stiffness.
- If the stress is removed, the system will slowly return to its original conformation because the spring will want to return to its original state.
The strains in the two elements are equal, and the stresses are additive.
What is the general equation for the Maxwell model
stress + relaxation time * stress rate = viscosity * strain rate