๐ŸŽฏโญ INTERACTIVE LESSON

Fluid Dynamics and Continuity

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Fluid Dynamics and Continuity - Complete Interactive Lesson

Part 1: Fluids in Motion

๐ŸŒŠ Fluid Dynamics & Continuity

Part 1 of 7 โ€” Fluids in Motion

So far we've studied fluids at rest (hydrostatics). Now we analyze moving fluids โ€” how they flow, what speeds them up, and why a garden hose squirts faster when you put your thumb over the end.

The Ideal Fluid Model

To make fluid dynamics manageable, AP Physics 2 uses the ideal fluid approximation:

PropertyMeaning
IncompressibleDensity is constant (ฯ\rho doesn't change)
Non-viscousNo internal friction (no "thickness")
Steady flowFlow pattern doesn't change with time
IrrotationalNo swirling/turbulence โ€” fluid elements don't spin

What This Means in Practice

  • Water flowing smoothly through pipes โœ…
  • Honey oozing slowly โŒ (viscous)
  • Supersonic air โŒ (compressible)
  • Whirlpools โŒ (rotational, turbulent)

The ideal fluid model works surprisingly well for water in pipes, blood in arteries, and many other everyday situations.

Streamlines and Flow

Streamlines

A streamline is the path a fluid particle follows during steady flow. Key properties:

  • Streamlines never cross (if they did, a particle at the crossing would have two velocities!)
  • Fluid velocity is tangent to the streamline at every point
  • Closely spaced streamlines โ†’ fast flow; widely spaced โ†’ slow flow

Flow Tube

A flow tube (or stream tube) is a bundle of streamlines forming an imaginary tube. Think of it as a "pipe" made of flowing fluid.

In steady flow, fluid enters one end and exits the other โ€” no fluid crosses the walls of the tube.

Volume Flow Rate

The volume flow rate QQ measures how much fluid passes a point per unit time:

Q=Aโ‹…vQ = A \cdot v

Where:

  • QQ = volume flow rate (mยณ/s)
  • AA = cross-sectional area (mยฒ)
  • vv = fluid speed (m/s)

Units: 1 mยณ/s = 1000 liters/s. Typical garden hose: Qโ‰ˆ3ร—10โˆ’4Q \approx 3 \times 10^{-4} mยณ/s.

Concept Check

Flow Rate Drill (use ฯ€โ‰ˆ3.14\pi \approx 3.14)

Water flows through a circular pipe of diameter 4.0 cm at a speed of 3.0 m/s.

  1. Cross-sectional area of the pipe (in mยฒ, scientific notation: e.g., "1.26e-3")
  2. Volume flow rate (in mยณ/s, use same format)
  3. How many seconds to fill a 50-liter (0.050 mยณ) bucket?

Round all answers to 3 significant figures.

Exit Quiz

Part 2: The Continuity Equation

๐Ÿ“ The Continuity Equation

Part 2 of 7 โ€” What Goes In Must Come Out

The continuity equation is one of the most intuitive results in physics: fluid can't just appear or disappear in a pipe. Whatever enters one end must exit the other.

Deriving the Continuity Equation

Consider a pipe that narrows from area A1A_1 to area A2A_2:

In time ฮ”t\Delta t:

  • Fluid entering at point 1: volume = A1v1ฮ”tA_1 v_1 \Delta t
  • Fluid exiting at point 2: volume = A2v2ฮ”tA_2 v_2 \Delta t

Since the fluid is incompressible (constant density) and no fluid leaks:

A1v1ฮ”t=A2v2ฮ”tA_1 v_1 \Delta t = A_2 v_2 \Delta t

A1v1=A2v2\boxed{A_1 v_1 = A_2 v_2}

This is the Equation of Continuity.

What It Means

Q=Av=constantย throughoutย theย pipeQ = Av = \text{constant throughout the pipe}

  • Narrow section โ†’ fast flow (small AA โ†’ large vv)
  • Wide section โ†’ slow flow (large AA โ†’ small vv)

This is why:

  • A thumb over a garden hose makes water squirt faster
  • River rapids occur where the channel narrows
  • Wind accelerates between buildings (wind tunnel effect)

Continuity Concept Check

Continuity Equation Drill

Water flows through a circular pipe of radius 3.0 cm at 2.0 m/s. The pipe narrows to a radius of 1.0 cm.

  1. Area of the wide section (in cmยฒ)
  2. Area of the narrow section (in cmยฒ)
  3. Speed in the narrow section (in m/s)

Round all answers to 3 significant figures.

Applications of Continuity

๐Ÿฉบ Blood Flow

The aorta (radius โ‰ˆ 1 cm) carries blood at โ‰ˆ 30 cm/s. Capillaries (radius โ‰ˆ 4 ฮผm each) carry blood at โ‰ˆ 0.05 cm/s.

Total capillary area: Acap=Aaortaร—vaorta/vcap=ฯ€(0.01)2ร—30/0.05โ‰ˆ0.19A_{\text{cap}} = A_{\text{aorta}} \times v_{\text{aorta}} / v_{\text{cap}} = \pi(0.01)^2 \times 30/0.05 \approx 0.19 mยฒ

That's about 6 billion capillaries! Continuity works even in biology.

๐Ÿšฟ Nozzle Design

Fire hose nozzles are narrow to increase exit speed: if the hose has A=50A = 50 cmยฒ and the nozzle has A=5A = 5 cmยฒ, the exit speed is 10ร— the hose speed.

๐Ÿž๏ธ River Flow

A river 20 m wide and 3 m deep flows at 0.5 m/s. It narrows to 10 m wide and 2 m deep:

v2=A1v1A2=(20)(3)(0.5)(10)(2)=3020=1.5v_2 = \frac{A_1 v_1}{A_2} = \frac{(20)(3)(0.5)}{(10)(2)} = \frac{30}{20} = 1.5 m/s

The current triples as the river narrows!

Exit Quiz

Part 3: Mass Flow Rate

๐Ÿ”„ Mass Flow Rate & Conservation

Part 3 of 7 โ€” Tracking Fluid Mass

Volume flow rate is great for incompressible fluids, but the deeper principle is mass conservation. Let's explore both forms and when to use which.

Mass Flow Rate

The mass flow rate mห™\dot{m} measures mass passing a point per second:

mห™=ฯAv\dot{m} = \rho A v

Units: kg/s

Connection to Volume Flow Rate

mห™=ฯQ=ฯAv\dot{m} = \rho Q = \rho A v

For incompressible fluids (ฯ\rho = constant):

mห™1=mห™2โ€…โ€ŠโŸนโ€…โ€ŠฯA1v1=ฯA2v2โ€…โ€ŠโŸนโ€…โ€ŠA1v1=A2v2\dot{m}_1 = \dot{m}_2 \implies \rho A_1 v_1 = \rho A_2 v_2 \implies A_1 v_1 = A_2 v_2

The continuity equation is really mass conservation simplified for incompressible flow.

For Compressible Fluids (FYI)

ฯ1A1v1=ฯ2A2v2\rho_1 A_1 v_1 = \rho_2 A_2 v_2

This form is needed for gases at high speeds. AP Physics 2 focuses on the incompressible version.

Flow Conservation Quiz

Special Flow Configurations

Pipe with a Leak

If fluid leaks out of a pipe, the flow rate downstream is reduced:

Qdownstream=Qupstreamโˆ’QleakQ_{\text{downstream}} = Q_{\text{upstream}} - Q_{\text{leak}}

Pipe with an Inlet

If extra fluid is added:

Qdownstream=Qupstream+QinletQ_{\text{downstream}} = Q_{\text{upstream}} + Q_{\text{inlet}}

Multiple Branches (General Rule)

At any junction:

โˆ‘Qin=โˆ‘Qout\sum Q_{\text{in}} = \sum Q_{\text{out}}

This is the fluid equivalent of Kirchhoff's Current Law in circuits!

Syringe

A syringe demonstrates continuity beautifully:

  • Barrel area A1A_1 (large), plunger speed v1v_1 (slow)
  • Needle area A2A_2 (tiny), fluid speed v2v_2 (fast!)
  • v2=(A1/A2)v1v_2 = (A_1/A_2) v_1

If the barrel radius is 1 cm and the needle radius is 0.2 mm:

v2=ฯ€(0.01)2ฯ€(0.0002)2v1=10โˆ’44ร—10โˆ’8v1=2500v1v_2 = \frac{\pi(0.01)^2}{\pi(0.0002)^2} v_1 = \frac{10^{-4}}{4 \times 10^{-8}} v_1 = 2500 v_1

The fluid exits 2,500ร— faster than the plunger moves!

Syringe Problem

A syringe barrel has diameter 2.0 cm. The needle has diameter 1.0 mm. The plunger is pushed at 1.0 cm/s.

  1. Area of the barrel (in cmยฒ)
  2. Area ratio Abarrel/AneedleA_{\text{barrel}}/A_{\text{needle}}
  3. Speed of fluid exiting the needle (in m/s)

Round all answers to 3 significant figures.

Exit Quiz

Part 4: Types of Flow

๐Ÿ”ฌ Types of Flow & Reynolds Number

Part 4 of 7 โ€” When Ideal Flow Breaks Down

Not all fluid flow is smooth and orderly. Understanding when our ideal fluid model works โ€” and when it fails โ€” is key to applying it correctly.

Laminar vs. Turbulent Flow

Laminar Flow (Smooth)

  • Fluid moves in parallel layers ("laminae")
  • Each layer slides past adjacent layers without mixing
  • Streamlines are smooth, parallel curves
  • Low speeds, small pipes, viscous fluids
  • Examples: honey flowing, slow river, blood in small vessels

Turbulent Flow (Chaotic)

  • Fluid moves in irregular, swirling patterns
  • Rapid mixing between layers
  • Streamlines are chaotic, unpredictable
  • High speeds, large pipes, low-viscosity fluids
  • Examples: white water rapids, smoke rising (after initial laminar region), jet engine exhaust

The Transition

Flow transitions from laminar to turbulent as speed increases. The Reynolds number predicts when:

Re=ฯvDฮผRe = \frac{\rho v D}{\mu}

Where ฮผ\mu is the fluid's viscosity and DD is the pipe diameter.

Reynolds NumberFlow Type
Re<2000Re < 2000Laminar
2000<Re<40002000 < Re < 4000Transitional
Re>4000Re > 4000Turbulent

Note: AP Physics 2 rarely asks for Reynolds number calculations, but understanding the concept is valuable.

Flow Type Quiz

Viscosity: The "Thickness" of a Fluid

Viscosity (ฮผ\mu) is a fluid's resistance to flow โ€” its internal friction.

FluidViscosity (Paยทs)Description
Air1.8ร—10โˆ’51.8 \times 10^{-5}Almost none
Water (20ยฐC)1.0ร—10โˆ’31.0 \times 10^{-3}Thin
Blood3โˆ’4ร—10โˆ’33-4 \times 10^{-3}Moderate
Olive oil0.080.08Thick
Honey2โˆ’102-10Very thick
Peanut butterโˆผ250\sim 250Extremely thick

Effects of Viscosity

In a viscous fluid flowing through a pipe:

  • Center of pipe: Fastest flow
  • Near walls: Slowest flow (zero at the wall โ€” "no-slip condition")
  • The velocity profile is parabolic (Poiseuille flow)

Temperature Effects

  • Liquids: Viscosity decreases with temperature (hot honey flows easily)
  • Gases: Viscosity increases with temperature (opposite!)

AP Physics 2 Approach

AP treats fluids as non-viscous (ideal). But understanding viscosity helps you know when the ideal model fails and why real fluids behave differently.

Viscosity Quiz

Exit Quiz

Part 5: Problem-Solving Workshop

๐Ÿงฎ Continuity Problem-Solving Workshop

Part 5 of 7 โ€” AP-Level Practice

Time to tackle multi-step continuity problems โ€” the kind that appear on AP exams with pipes splitting, merging, and changing size.

Problem-Solving Strategy

Step-by-Step Approach

  1. Identify all inlets and outlets โ€” draw the pipe system
  2. Apply continuity at each junction: โˆ‘Qin=โˆ‘Qout\sum Q_{\text{in}} = \sum Q_{\text{out}}
  3. Use Q=AvQ = Av to relate area and speed
  4. Convert units carefully (cm โ†’ m, L/s โ†’ mยณ/s)
  5. For circular pipes: A=ฯ€r2=ฯ€d2/4A = \pi r^2 = \pi d^2/4

Common Unit Conversions

FromToFactor
1 L/smยณ/s10โˆ’310^{-3}
1 cmยฒmยฒ10โˆ’410^{-4}
1 L/minmยณ/s1.67ร—10โˆ’51.67 \times 10^{-5}

Problem 1: Branching Pipe

A main water pipe (radius 5.0 cm, speed 2.0 m/s) splits into two branches. Branch A has radius 3.0 cm and Branch B has radius 4.0 cm.

  1. Flow rate in the main pipe (in L/s)
  2. If Branch A carries 60% of the flow, speed in Branch A (in m/s)
  3. Speed in Branch B (in m/s)

Round all answers to 3 significant figures.

Problem 2: Filling a Tank

A circular pipe (diameter 4.0 cm) delivers water at 5.0 m/s into a cylindrical tank (diameter 2.0 m).

  1. Volume flow rate (in mยณ/s, use "1.26e-3" format)
  2. Rate at which the water level rises in the tank (in m/s, use same format)
  3. Time to fill the tank to a depth of 1.0 m (in seconds)

Tricky Concept Questions

Exit Quiz

Part 6: Real-World Applications

๐Ÿซ€ Biological & Engineering Applications

Part 6 of 7 โ€” Continuity in the Real World

The continuity equation isn't just a textbook formula โ€” it governs blood flow in your body, water distribution in cities, and aerodynamics of aircraft.

The Circulatory System

Your circulatory system is a masterpiece of fluid dynamics:

The Numbers (Moderate Activity)

VesselRadiusTotal AreaSpeed
Aorta~1.2 cm~4.5 cmยฒ~40 cm/s
Arteries~2 mm~20 cmยฒ~10 cm/s
Arterioles~30 ฮผm~400 cmยฒ~0.5 cm/s
Capillaries~4 ฮผm~4000 cmยฒ~0.05 cm/s
Venules~20 ฮผm~500 cmยฒ~0.3 cm/s
Veins~2.5 mm~40 cmยฒ~5 cm/s
Vena cava~1.5 cm~7 cmยฒ~25 cm/s

Continuity in Action

Q=Aaortavaorta=AcapillariesvcapillariesQ = A_{\text{aorta}} v_{\text{aorta}} = A_{\text{capillaries}} v_{\text{capillaries}}

(4.5)(40)=180(4.5)(40) = 180 and (4000)(0.05)=200(4000)(0.05) = 200 โ€” approximately equal โœ“

Blood slows down dramatically in capillaries because the total cross-sectional area is ~1000ร— larger than the aorta. This slow speed allows time for gas exchange!

Circulatory System Quiz

Engineering Applications

Water Distribution

A city water main (diameter 60 cm) supplies a neighborhood. Each house has a 2-cm diameter pipe.

If the main carries water at 1.5 m/s, how many houses can it supply at 0.5 m/s each?

Qmain=ฯ€(0.30)2(1.5)=0.424Q_{\text{main}} = \pi(0.30)^2(1.5) = 0.424 mยณ/s

Qhouse=ฯ€(0.01)2(0.5)=1.57ร—10โˆ’4Q_{\text{house}} = \pi(0.01)^2(0.5) = 1.57 \times 10^{-4} mยณ/s

N=Qmain/Qhouse=0.424/(1.57ร—10โˆ’4)โ‰ˆ2700N = Q_{\text{main}}/Q_{\text{house}} = 0.424/(1.57 \times 10^{-4}) โ‰ˆ 2700 houses

Wind Tunnels

Wind tunnels use continuity to accelerate air. A large fan pushes air through a converging section:

  • Wide section: 4 m ร— 4 m, air at 5 m/s
  • Test section: 1 m ร— 1 m

vtest=(16/1)(5)=80v_{\text{test}} = (16/1)(5) = 80 m/s โ€” useful testing speed!

Aircraft Engines

Jet engines take in air through a wide intake and accelerate it through progressively narrower compressor stages, reaching extreme speeds before combustion.

Engineering Drill

A sprinkler system has one main pipe (radius 2.0 cm, speed 3.0 m/s) that feeds 8 identical sprinkler heads.

  1. Total flow rate in the main pipe (in L/s)
  2. Flow rate per sprinkler (in L/s)
  3. If each sprinkler head has radius 0.30 cm, the exit speed at each head (in m/s)

Round all answers to 3 significant figures.

Exit Quiz

Part 7: Synthesis & AP Review

๐ŸŽฏ Fluid Dynamics Synthesis & AP Review

Part 7 of 7 โ€” Complete Review

Let's consolidate everything from fluid dynamics and continuity before moving on to Bernoulli's equation.

Complete Concept Map

The Ideal Fluid Model

  • Incompressible (ฯ=\rho = const)
  • Non-viscous (no internal friction)
  • Steady flow (pattern doesn't change)
  • Irrotational (no swirling)

Key Equations

Q=Av(Volumeย flowย rate)Q = Av \quad \text{(Volume flow rate)}

A1v1=A2v2(Continuityย equation)A_1 v_1 = A_2 v_2 \quad \text{(Continuity equation)}

mห™=ฯAv(Massย flowย rate)\dot{m} = \rho A v \quad \text{(Mass flow rate)}

Decision Tree for Problems

  1. Single pipe, two sections: Direct A1v1=A2v2A_1 v_1 = A_2 v_2
  2. Branching pipe: Qin=Q1+Q2+...Q_{\text{in}} = Q_1 + Q_2 + ...
  3. Merging pipes: Q1+Q2+...=QoutQ_1 + Q_2 + ... = Q_{\text{out}}
  4. Filling/draining: Q=Acontainerร—(dh/dt)Q = A_{\text{container}} \times (dh/dt)

Top 5 Mistakes

#MistakeCorrection
1Forgetting area uses r2r^2 (not d2d^2)A=ฯ€r2=ฯ€d2/4A = \pi r^2 = \pi d^2/4
2Mixing up radius and diameterAlways convert to radius first
3Unit errors (cm vs. m)Convert everything to SI before calculating
4"Wider pipe โ†’ faster flow"Wider pipe โ†’ SLOWER flow (by continuity)
5Ignoring total area for branchingAdd areas of ALL branches, not just one

Mixed Concept Quiz

Comprehensive Drill (use ฯ€โ‰ˆ3.14\pi \approx 3.14)

A water tower supplies water through a pipe of diameter 10 cm at 2.0 m/s. The pipe splits into two branches: Branch A (diameter 6.0 cm) and Branch B (diameter 8.0 cm), with equal flow rates.

  1. Total flow rate from the tower (in L/s)
  2. Speed in Branch A (in m/s)
  3. Speed in Branch B (in m/s)

Round all answers to 3 significant figures.

AP-Style FRQ Preview

Typical Exam Setup

A horizontal pipe has a cross-sectional area that varies along its length. At point 1, the area is A1=40A_1 = 40 cmยฒ and the water speed is v1=2.5v_1 = 2.5 m/s. At point 2, the area is A2=10A_2 = 10 cmยฒ.

(a) Find the water speed at point 2.

v2=A1v1/A2=(40)(2.5)/(10)=10v_2 = A_1 v_1 / A_2 = (40)(2.5)/(10) = 10 m/s โœ“

(b) Is the pressure at point 2 higher or lower than at point 1? Explain.

The pressure at point 2 is lower. By Bernoulli's equation (energy conservation), faster-moving fluid has lower pressure. This is the Venturi effect โ€” we'll derive it in the next topic!

(c) If the pipe then rises vertically 5 m while maintaining area A2A_2, does the speed change?

No! By continuity, same area โ†’ same speed, regardless of height. The speed only depends on cross-sectional area.

This bridges perfectly into our next topic: Bernoulli's Equation!

Final Exit Quiz