Chapter 2-4 Flashcards

1
Q

What is viscosity?

How can you calculate it?

A

It is the measure of the shear force per unit area that is needed to drag one layer of fluid past another layer of fluid one unit distance away.

t = u * dv/dy
t = tau (shear force)
u= dynamic viscosity 
dv= change in velocity 
dy= change in height.
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2
Q

Q= ?

F=?

H=?

A

Q=AV

F=p*Q( V2 - V1)

H= P/(pg) + V^2/(2g) + z

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3
Q

What are the differences between steady and unsteady flows?

What are the differences between uniform and non-uniform flow?

A

In steady flows, the properties do not change with time whereas in unsteady flows they do.

Unifrom: properties don’t change with position
dV/dS = 0
Non-uniform flow: properties change with position.
dV/dS doesn’t = 0

V= velocity vector
S= arc length along a streamline
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4
Q

To =?

To is the mean stress on fluid at the boundary

A
To = -A / Pw  *  dP*/dx
A=cross-sectional area\
Pw= wetted perimeter
dP*/dx = pressure gradient 
P*= P + p*g*z
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5
Q

To (for a circular section) =?

A

To = -r/2 * dP/dx
r=radius of the pipe.
dP
/dx = pressure gradient
P= P + pg*z

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6
Q

Hagen-poiseuille Equation
u=?
u is the dynamic viscosity

When is u the max?
When is u=0?

A

u = 1/(4u) * dp/dx * (R^2 - r^2)

u is maxed when r=0

u=0 when r=R

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7
Q

Hagen-poiseuille Equation

Q=?

A

Q= (piR^4) / (8u) * (/\P*)/L

/\P* = P1* - P2*
L= length of pipe
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8
Q

Hagen-poiseuille Equation
hf=?
(Head loss)
Shat flow is this for?

A
hf= (32*v*L*V) / (g * d^2)
v= kinematic viscosity
V= mean pipe velocity
d= diemeter

ONLY FOR LAMINAR FLOW

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9
Q

Re < 2000 = ?
2000 < Re < 4000 = ?
Re > 4000 = ?

Re =?

A

Re < 2000 = Lamiar flow
2000 < Re < 4000 = Transitional flow
Re > 4000 = Turbulent flow.

Re = ( V*d) / v = ( p*V*d) / u
v= kinematic viscosity
u= dynamic viscosity
V= mean pipe velocity
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10
Q

The Darcy Equation
hf = ?

What flow does this work for?

A

hf = Y * (L * V^2) / ( 2gd)
Y is lambda

Laminar and turbulent.

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11
Q

How can you calculate Lambda (Y)?

A

Y = 64 / Re

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12
Q

How to use the Moody diagram?

A

Relative roughness on the right selects a line.
The frictional factor is Lambda (Y)
And Reynolds number is at the bottom
Draw on the turbulence line which is where all the lines become flat. (use this as a first guess of Re when needed)

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