Sect. 10-8: Fluids in Motion (Hydrodynamics) Two types of fluid flow: 1. Laminar or Streamline:...
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Transcript of Sect. 10-8: Fluids in Motion (Hydrodynamics) Two types of fluid flow: 1. Laminar or Streamline:...
Sect. 10-8: Fluids in Motion (Hydrodynamics)
• Two types of fluid flow:
1. Laminar or Streamline: (We’ll assume!)
2. Turbulent: (We’ll not discuss!)
Streamline Motion
• Mass flow rate (mass of fluid passing a point per second): ρ1A1v1 = ρ2A2v2
Equation of Continuity
PHYSICS: Conservation of Mass!!• Assume incompressible fluid (ρ1 = ρ2 = ρ)
Then A1v1 = A2v2
Or: Av = constant– Where cross sectional area A is large, velocity v is
small, where A is small, v is large.
• Volume flow rate: (V/t) = A(/t) = Av
• PHYSICS: Conservation of Mass!!
A1v1 = A2v2 Or Av = constant
• Small pipe cross section larger v
• Large pipe cross section smaller v
Example 10-11: Estimate Blood Flowrcap = 4 10-4 cm, raorta = 1.2 cm
v1 = 40 cm/s, v2 = 5 10-4 cm/s
Number of capillaries N = ?
A2 = N(rcap)2, A1 = (raorta)2
A1v1 = A2v2
N = (v1/v2)[(raorta)2/(rcap)2]
N 7 109
Example 10-12: Heating DuctSpeed in duct:
v1 = 3 m/s
Room volume:
V2 = 300 m3
Fills room every
t =15 min = 900 s
A1 = ?
A1v1 = Volume flow rate = (V/t) = V2/t
A1 = 0.11 m2
Section 10-9: Bernoulli’s Equation • Bernoulli’s Principle (qualitative):
“Where the fluid velocity is high, the pressure is low, and where the velocity is low, the pressure is high.”– Higher pressure slows fluid down. Lower pressure
speeds it up!
• Bernoulli’s Equation (quantitative). – We will now derive it.– NOT a new law. Simply conservation of KE + PE (or
the Work-Energy Principle) rewritten in fluid language!
Work & energy in fluid
moving from Fig. a
to Fig. b :
a) Fluid to left of point 1
exerts pressure P1 on
fluid mass M = ρV,
V = A11. Moves it 1.
Work done:
W1 = F11= P1 A11.
Work & energy in fluid
moving from Fig. a
to Fig. b :
b) Fluid to right of point 2
exerts pressure P2 on
fluid mass M = ρV,
V = A22. Moves it 2.
Work done:
W2 = -F22 = -P2A22.
Work & energy in fluid
moving from Fig. a
to Fig. b :
a) b) Mass M moves
from height y1 to height
y2. Work done against
gravity:
W3 = -Mg(y1 - y2)
Sect. 10-9: Bernoulli’s Eqtn • Total work done from a) b):
Wnet = W1 + W2 + W3
Wnet = P1A11 - P2A22 - Mg(y1-y2) (1)
• Recall the Work-Energy Principle:
Wnet = KE = (½)M(v2)2 – (½)M(v1)2 (2)
• Combining (1) & (2):
(½)M(v2)2 – (½)M(v1)2
= P1A11 - P2A22 - Mg(y1-y2) (3)
• Note that M = ρV = ρA11 = ρA22 & divide (3) by V = A11 = A22
(½)ρ(v2)2 - (½)ρ(v1)2 = P1 - P2 - ρg(y1-y2) (4)
• Rewrite (4) as: P1 + (½)ρ(v1)2 + ρgy1 = P2 + (½)ρ(v2)2 + ρgy2
Bernoulli’s Equation• Another form:
P + (½)ρ(v1)2 + ρgy1 = constant• Not a new law, just work & energy of system in fluid
language. (Note: P ρ g(y2 -y1) since fluid is NOT at rest!)
Work Done by Pressure = KE + PE
Sect. 10-10: Applications of Bernoulli’s Eqtn
P1 + (½)ρ(v1)2 + ρgy1 = P2 + (½)ρ(v2)2 + ρgy2 Bernoulli’s Equation
Or:
P + (½)ρ(v1)2 + ρgy1 = constantNOTE! The fluid is NOT at rest, so ΔP ρgh !
• Example 10-13
Application #1: Water Storage Tank P1 + (½)ρ(v1)2 + ρgy1 = P2 + (½)ρ(v2)2 + ρgy2 (1)
Fluid flowing out of spigot
at bottom. Point 1 spigot
Point 2 top of fluid
v2 0 (v2 << v1)
P2 P1
(1) becomes:
(½)ρ(v1)2 + ρgy1 = ρgy2
Or, speed coming out of
spigot: v1 = [2g(y2 - y1)]½ “Torricelli’s Theorem”
Application #2: Flow on the level
P1 + (½)ρ(v1)2 + ρgy1 = P2 + (½)ρ(v2)2 + ρgy2 (1)
• Flow on the level y1 = y2 (1) becomes:
P1 + (½)ρ(v1)2 = P2 + (½)ρ(v2)2 (2)
(2) Explains many fluid phenomena & is a quantitative statement of Bernoulli’s Principle:
“Where the fluid velocity is high, the pressure is low, and where the velocity is low, the pressure is high.”
Application #2 a) Perfume Atomizer
P1 + (½)ρ(v1)2 = P2 + (½)ρ(v2)2 (2)
“Where v is high, P is low, where v is low, P is high.”
• High speed air (v) Low pressure (P)
Perfume is
“sucked” up!
Application #2 b) Ball on a jet of air(Demonstration!)
P1 + (½)ρ(v1)2 = P2 + (½)ρ(v2)2 (2)
“Where v is high, P is low, where v is low, P is high.”
• High pressure (P) outside air jet Low speed
(v 0). Low pressure (P) inside air jet
High speed (v)
Application #2 c) Lift on airplane wing
P1 + (½)ρ(v1)2 = P2 + (½)ρ(v2)2 (2)
“Where v is high, P is low, where v is low, P is high.”
PTOP < PBOT LIFT!
A1 Area of wing top, A2 Area of wing bottom
FTOP = PTOP A1 FBOT = PBOT A2
Plane will fly if ∑F = FBOT - FTOP - Mg > 0 !
Application #2 d) Sailboat sailing against the wind!
P1 + (½)ρ(v1)2 = P2 + (½)ρ(v2)2
(2)
“Where v is high, P is low, where v is low, P is high.”
Application #2 e) “Venturi” tubes
P1 + (½)ρ(v1)2 = P2 + (½)ρ(v2)2 (2)
“Where v is high, P is low, where v is low, P is high.”
Auto carburetor
Application #2 e) “Venturi” tubes
P1 + (½)ρ(v1)2 = P2 + (½)ρ(v2)2 (2)
“Where v is high, P is low, where v is low, P is high.”
Venturi meter: A1v1 = A2v2 (Continuity) With (2) this P2 < P1
Application #2 f) Ventilation in “Prairie Dog Town” & in chimneys etc.
P1 + (½)ρ(v1)2 = P2 + (½)ρ(v2)2 (2)
“Where v is high, P is low, where v is low, P is high.”
Air is forced to
circulate!
Application #2 g) Blood flow in the body P1 + (½)ρ(v1)2 = P2 + (½)ρ(v2)2 (2)
“Where v is high, P is low, where v is low, P is high.”
Blood flow is from right to left
instead of up (to the brain)
Problem 46: Pumping water up
Street level: y1 = 0v1 = 0.6 m/s, P1 = 3.8 atm Diameter d1 = 5.0 cm (r1 = 2.5 cm). A1 = π(r1)2
18 m up: y2 = 18 m, d2 = 2.6 cm (r2 = 1.3 cm). A2 = π(r2)2 v2 = ? P2 = ?Continuity: A1v1 = A2v2 v2 = (A1v1)/(A2) = 2.22 m/s Bernoulli:P1+ (½)ρ(v1)2 + ρgy1 = P2+ (½)ρ(v2)2 + ρgy2 P2 = 2.0 atm