🎯⭐ INTERACTIVE LESSON

Bernoulli's Equation

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Bernoulli's Equation - Complete Interactive Lesson

Part 1: Energy Conservation for Fluids

✈️ Bernoulli's Equation

Part 1 of 7 — Energy Conservation for Fluids

Bernoulli's equation is one of the most powerful and beautiful results in fluid dynamics. It connects pressure, speed, and height in a single elegant equation — and explains everything from airplane lift to why shower curtains billow inward.

Deriving Bernoulli's Equation

Bernoulli's equation is really just conservation of energy applied to a flowing fluid.

Consider a small parcel of fluid moving through a pipe:

  • Kinetic energy: 12ρv2\frac{1}{2}\rho v^2 per unit volume
  • Gravitational PE: ρgh\rho g h per unit volume
  • Pressure energy: PP (pressure acts like energy per unit volume — it does work on the fluid)

Energy conservation says the total energy per unit volume is constant along a streamline:

P+12ρv2+ρgh=constant\boxed{P + \frac{1}{2}\rho v^2 + \rho g h = \text{constant}}

Or between two points on the same streamline:

P1+12ρv12+ρgh1=P2+12ρv22+ρgh2P_1 + \frac{1}{2}\rho v_1^2 + \rho g h_1 = P_2 + \frac{1}{2}\rho v_2^2 + \rho g h_2

Each Term's Role

TermPhysical MeaningUnits
PPStatic pressurePa
12ρv2\frac{1}{2}\rho v^2Dynamic pressure (kinetic energy density)Pa
ρgh\rho g hHydrostatic pressure (potential energy density)Pa

All three terms have units of pressure (Pa = N/m² = J/m³).

When Does Bernoulli Apply?

Bernoulli's equation requires the same ideal fluid conditions as continuity:

  • ✅ Incompressible fluid
  • ✅ Non-viscous (no friction losses)
  • ✅ Steady flow
  • ✅ Along a streamline (you can't compare random points!)

Common Special Cases

Case 1: Horizontal flow (h1=h2h_1 = h_2):

P1+12ρv12=P2+12ρv22P_1 + \frac{1}{2}\rho v_1^2 = P_2 + \frac{1}{2}\rho v_2^2

Faster flow → lower pressure (the Bernoulli effect!)

Case 2: Static fluid (v=0v = 0):

P1+ρgh1=P2+ρgh2P_1 + \rho g h_1 = P_2 + \rho g h_2

This reduces to our hydrostatic equation ΔP=ρgΔh\Delta P = \rho g \Delta h!

Case 3: Open to atmosphere:

At any point open to air, P=PatmP = P_{\text{atm}} (atmospheric pressure).

Bernoulli Concept Check

Bernoulli Basics (ρw=1000\rho_w = 1000 kg/m³, g=10g = 10 m/s²)

Water flows horizontally through a pipe. At point 1: P1=200,000P_1 = 200{,}000 Pa, v1=3.0v_1 = 3.0 m/s. At point 2 (same height): v2=5.0v_2 = 5.0 m/s.

  1. Dynamic pressure at point 1: 12ρv12\frac{1}{2}\rho v_1^2 (in Pa)
  2. Dynamic pressure at point 2 (in Pa)
  3. Pressure at point 2 (in Pa)

Exit Quiz

Part 2: The Venturi Effect

🌀 The Venturi Effect

Part 2 of 7 — Fast Flow, Low Pressure

The most important consequence of Bernoulli's equation: where fluid speeds up, pressure drops. This counterintuitive result explains everything from atomizers to carburetors.

The Venturi Tube

A Venturi tube is a pipe with a constriction (narrow section). Let's analyze it:

Setup

  • Wide section: area A1A_1, speed v1v_1, pressure P1P_1
  • Narrow section: area A2<A1A_2 < A_1, speed v2v_2, pressure P2P_2
  • Horizontal pipe: same height (h1=h2h_1 = h_2)

Continuity gives:

v2=A1A2v1>v1v_2 = \frac{A_1}{A_2} v_1 > v_1

Bernoulli gives:

P1+12ρv12=P2+12ρv22P_1 + \frac{1}{2}\rho v_1^2 = P_2 + \frac{1}{2}\rho v_2^2

P2=P112ρ(v22v12)P_2 = P_1 - \frac{1}{2}\rho(v_2^2 - v_1^2)

Since v2>v1v_2 > v_1: P2<P1P_2 < P_1

The Pressure Drop

ΔP=P1P2=12ρ(v22v12)\Delta P = P_1 - P_2 = \frac{1}{2}\rho(v_2^2 - v_1^2)

This pressure difference can be measured with a U-tube manometer connected between the wide and narrow sections — this is a Venturi meter, used to measure flow speed!

Venturi Effect Quiz

Applications of the Venturi Effect

Perfume Atomizer / Spray Bottle

Blowing air across the top of a tube creates low pressure above the tube. Higher atmospheric pressure at the liquid surface pushes fluid up the tube, where it gets caught in the airstream and atomized into a fine mist.

Carburetor (Older Cars)

Air flows through a Venturi tube in the carburetor. The low-pressure region draws gasoline from a reservoir and mixes it with the air — no pump needed!

Prairie Dog Burrows

Prairie dogs build mounds at different heights around their burrow entrances. Wind over the tall mound creates lower pressure (Venturi effect), while the flat entrance has higher pressure → natural ventilation!

Shower Curtain Mystery

Hot shower water heats the air → air rises → creates faster airflow inside the shower. By Bernoulli, faster flow → lower pressure inside → the curtain gets pushed inward by higher-pressure air outside.

Venturi Meter

By measuring the pressure drop between wide and narrow sections, you can calculate the flow speed — this is how many industrial flow meters work!

Venturi Tube Drill (ρw=1000\rho_w = 1000 kg/m³)

A horizontal Venturi tube has wide diameter 8.0 cm and narrow diameter 4.0 cm. The pressure difference between the two sections is 9000 Pa.

  1. Area ratio A1/A2A_1/A_2
  2. Express v1v_1 in terms of the pressure difference (solve for v1v_1, in m/s)
  3. Flow rate through the tube (in L/s)

Round all answers to 3 significant figures.

Exit Quiz

Part 3: Torricelli\'s Theorem

🏺 Torricelli's Theorem

Part 3 of 7 — The Speed of Draining Fluid

What happens when you poke a hole in a tank? How fast does the water come out? Torricelli answered this in 1643 — and his answer is beautifully simple.

Deriving Torricelli's Theorem

Setup

A large tank is filled with water to height hh. A small hole is opened at the bottom.

Point 1: The surface of the water (top of tank) Point 2: The hole (bottom of tank)

Assumptions

  • Both the surface and the hole are open to atmosphere: P1=P2=PatmP_1 = P_2 = P_{\text{atm}}
  • The tank is large compared to the hole: v10v_1 \approx 0 (surface barely moves)
  • Take the hole as the height reference: h1=hh_1 = h, h2=0h_2 = 0

Applying Bernoulli

Patm+12ρ(0)2+ρgh=Patm+12ρv22+ρg(0)P_{\text{atm}} + \frac{1}{2}\rho(0)^2 + \rho g h = P_{\text{atm}} + \frac{1}{2}\rho v_2^2 + \rho g(0)

ρgh=12ρv22\rho g h = \frac{1}{2}\rho v_2^2

v=2gh\boxed{v = \sqrt{2gh}}

The Beautiful Result

This is exactly the speed an object would have if it fell freely from height hh! The water exits at the same speed as if it had simply fallen from the surface level. This is Torricelli's Theorem.

Torricelli Concept Check

Torricelli Drill (use g=10g = 10 m/s²)

A large water tank has a small hole 5.0 m below the water surface. The hole has area 2.0×1042.0 \times 10^{-4} m².

  1. Exit speed of the water (in m/s)
  2. Volume flow rate from the hole (in L/s)
  3. How far horizontally the water lands if the hole is 1.2 m above the ground (in m)

Round all answers to 3 significant figures.

Variations on Torricelli

Hole Not at the Bottom

If the hole is at height hholeh_{\text{hole}} above the bottom, and the surface is at height HH:

v=2g(Hhhole)v = \sqrt{2g(H - h_{\text{hole}})}

Only the height above the hole matters.

Pressurized Tank

If the tank is sealed and pressurized to gauge pressure PgP_g above atmospheric:

Patm+Pg+ρgh=Patm+12ρv2P_{\text{atm}} + P_g + \rho g h = P_{\text{atm}} + \frac{1}{2}\rho v^2

v=2(Pg+ρgh)ρv = \sqrt{\frac{2(P_g + \rho g h)}{\rho}}

The extra pressure makes the water exit faster — like a pressurized water gun!

Maximum Range Problem

Classic AP problem: At what height should you make a hole to maximize the horizontal range of the water jet?

The exit speed increases with depth (v=2ghv = \sqrt{2gh}), but a deeper hole means less fall height. The optimal hole position is at half the tank height — it maximizes the product of exit speed and fall time.

Exit Quiz

Part 4: Lift & Aerodynamics

🛫 Lift and Aerodynamics

Part 4 of 7 — Why Airplanes Fly

Bernoulli's equation helps explain how wings generate lift, though the full story is more nuanced than textbooks sometimes suggest. Let's get it right.

Lift on an Airfoil

The Bernoulli Explanation

An airplane wing (airfoil) is shaped so that air flows faster over the top surface and slower under the bottom.

By Bernoulli: faster flow → lower pressure

Ptop<PbottomP_{\text{top}} < P_{\text{bottom}}

This pressure difference creates a net upward forcelift!

Flift=(PbottomPtop)×AwingF_{\text{lift}} = (P_{\text{bottom}} - P_{\text{top}}) \times A_{\text{wing}}

The Full Picture

The Bernoulli explanation is partially correct but incomplete. Lift also involves:

  • Angle of attack: The wing is tilted, deflecting air downward. By Newton's 3rd law, the air pushes the wing up.
  • Circulation: The wing creates a circulation pattern that increases speed above and decreases it below.
  • Coandă effect: Air "sticks" to the curved upper surface.

The combination of pressure differences (Bernoulli) and momentum change (Newton) gives the complete picture. Both are important!

Key Point for AP

AP Physics 2 focuses on the Bernoulli explanation: faster air on top → lower pressure → net upward force.

Lift Quiz

More Bernoulli Applications

⚾ Curve Balls

A spinning baseball creates faster air on one side (spin adds to airflow) and slower air on the other (spin opposes airflow). The pressure difference curves the ball's path — this is the Magnus effect.

  • Topspin: Ball curves downward (faster air below → low pressure below → net force downward)
  • Backspin: Ball curves upward (faster air above → low pressure above → net force upward)
  • Sidespin: Ball curves left or right

🏠 Wind and Roofs

Hurricane-force winds blow over a roof. By Bernoulli, the fast-moving air creates low pressure above the roof. The still air inside the house has atmospheric pressure (higher). The roof gets pushed upward and can be ripped off!

F=(PinsidePoutside)×AroofF = (P_{\text{inside}} - P_{\text{outside}}) \times A_{\text{roof}}

🚗 Race Car Spoilers

Race cars use inverted airfoils (spoilers) — faster air goes underneath, creating low pressure below. This pushes the car down onto the road (downforce), improving traction.

At high speeds, a Formula 1 car generates enough downforce to drive upside down on a ceiling!

Hurricane Roof Problem (ρair=1.2\rho_{\text{air}} = 1.2 kg/m³)

A hurricane with wind speed 50 m/s blows over a flat roof. The air inside the house is still.

  1. Dynamic pressure of the wind: 12ρv2\frac{1}{2}\rho v^2 (in Pa)
  2. Net upward pressure on the roof (in Pa)
  3. If the roof area is 200 m², the upward force (in kN)

Exit Quiz

Part 5: Problem-Solving Workshop

🧮 Bernoulli Problem-Solving Workshop

Part 5 of 7 — Multi-Step AP Problems

Let's tackle the full-blown Bernoulli problems that combine continuity + Bernoulli + height changes — the kind AP loves.

Problem-Solving Strategy

Step-by-Step Approach

  1. Draw the system — identify points 1 and 2 (on the same streamline)
  2. List knowns: PP, vv, hh at each point
  3. Apply continuity if areas are given: A1v1=A2v2A_1 v_1 = A_2 v_2
  4. Apply Bernoulli: P1+12ρv12+ρgh1=P2+12ρv22+ρgh2P_1 + \frac{1}{2}\rho v_1^2 + \rho g h_1 = P_2 + \frac{1}{2}\rho v_2^2 + \rho g h_2
  5. Solve for the unknown

Common Boundary Conditions

ConditionWhat It Tells You
Open to atmosphereP=Patm=101,325P = P_{\text{atm}} = 101{,}325 Pa
Large tank surfacev0v \approx 0
Same heightρgh\rho g h terms cancel
Same pipe diameterv1=v2v_1 = v_2 (by continuity)

Problem 1: Pipe with Height Change (ρ=1000\rho = 1000 kg/m³, g=10g = 10 m/s²)

Water flows through a pipe that rises 8.0 m. At the bottom: area A1=40A_1 = 40 cm², speed v1=5.0v_1 = 5.0 m/s, pressure P1=300,000P_1 = 300{,}000 Pa. At the top: area A2=20A_2 = 20 cm².

  1. Speed at the top, v2v_2 (in m/s)
  2. Pressure at the top, P2P_2 (in Pa)

Problem 2: Pitot Tube (ρair=1.2\rho_{\text{air}} = 1.2 kg/m³)

A Pitot tube on an airplane measures the stagnation pressure (air brought to rest) and the static pressure. Stagnation pressure: 102,000 Pa. Static pressure: 100,000 Pa.

  1. Pressure difference (in Pa)
  2. Air speed of the airplane (in m/s)
  3. This speed in km/h (multiply m/s by 3.6)

Round all answers to 3 significant figures.

Problem 3: Conceptual Challenge

Challenge Problem (ρ=1000\rho = 1000 kg/m³, g=10g = 10 m/s², Patm=100,000P_{\text{atm}} = 100{,}000 Pa)

A large open tank has water 10 m deep. A pipe at the bottom carries water horizontally to a nozzle that is 3.0 m above the bottom of the tank. The nozzle exit area is very small (open to atmosphere).

  1. Speed of water exiting the nozzle (in m/s)
  2. If the nozzle area is 1.0×1041.0 \times 10^{-4} m², the flow rate (in L/s)

Exit Quiz

Part 6: Measurement Devices

🔧 Measurement Devices & Real-World Systems

Part 6 of 7 — Bernoulli in Practice

Bernoulli's equation powers many practical devices for measuring speed, flow, and pressure. Let's see how engineers apply the physics.

Pitot Tube (Airspeed Indicator)

Every airplane has a Pitot tube — a forward-facing tube that measures airspeed.

How It Works

  • Forward opening: Air is brought to rest (stagnation) → measures total pressure P0=P+12ρv2P_0 = P + \frac{1}{2}\rho v^2
  • Side ports: Measure static pressure PP (unaffected by airflow)
  • Difference: P0P=12ρv2P_0 - P = \frac{1}{2}\rho v^2

v=2(P0P)ρv = \sqrt{\frac{2(P_0 - P)}{\rho}}

Why Pitot Tubes Are Critical

Pitot tubes are essential for flight safety. If they become blocked (ice, insects), the airspeed reading fails — this has caused aviation accidents. Modern planes have heated Pitot tubes and redundant systems.

Venturi Meter (Flow Measurement)

A Venturi meter measures flow rate using the pressure drop in a constriction.

Combining Continuity + Bernoulli

At the wide section (1) and narrow section (2):

Continuity: v2=(A1/A2)v1v_2 = (A_1/A_2)v_1

Bernoulli: P1P2=12ρ(v22v12)P_1 - P_2 = \frac{1}{2}\rho(v_2^2 - v_1^2)

Substituting:

P1P2=12ρv12[(A1A2)21]P_1 - P_2 = \frac{1}{2}\rho v_1^2 \left[\left(\frac{A_1}{A_2}\right)^2 - 1\right]

v1=2(P1P2)ρ[(A1/A2)21]v_1 = \sqrt{\frac{2(P_1 - P_2)}{\rho\left[(A_1/A_2)^2 - 1\right]}}

Then: Q=A1v1Q = A_1 v_1

Advantages

  • No moving parts
  • Very reliable
  • Works for any incompressible fluid

Measurement Devices Quiz

Real-World Bernoulli Systems

Water Supply in Buildings

Water pressure at the street main is typically 400\sim 400 kPa. As water rises through the building:

  • Pressure decreases by ρgh\rho g h per meter of height
  • Flow through narrow pipes increases speed → further pressure drop

At floor nn (height hh): Pn=Pmainρgh12ρ(vn2vmain2)P_n = P_{\text{main}} - \rho g h - \frac{1}{2}\rho(v_n^2 - v_{\text{main}}^2)

Tall buildings need pumps to maintain adequate pressure on upper floors!

Medical Applications

IV Drip: The IV bag is raised above the patient. Bernoulli explains the flow:

  • Point 1: Fluid surface in bag (height hh, v0v \approx 0, P=PatmP = P_{\text{atm}})
  • Point 2: Needle tip in vein (h=0h = 0, pressure = venous pressure)

Patm+ρgh=Pvein+12ρv2P_{\text{atm}} + \rho g h = P_{\text{vein}} + \frac{1}{2}\rho v^2

The bag must be high enough that ρgh\rho g h overcomes the venous pressure.

Fire Hydrants

Fire trucks connect to hydrants (P300P \sim 300 kPa). The nozzle converts pressure energy to kinetic energy:

v=2Pρ=2(300,000)1000=24.5 m/sv = \sqrt{\frac{2P}{\rho}} = \sqrt{\frac{2(300{,}000)}{1000}} = 24.5 \text{ m/s}

Building Water Pressure (ρ=1000\rho = 1000 kg/m³, g=10g = 10 m/s²)

Street main pressure: 400,000 Pa. The pipe (constant area) goes up to the 10th floor, 30 m above street level. (Same pipe area, so vv stays constant.)

  1. Pressure loss due to height (in Pa)
  2. Pressure at the 10th floor (in Pa)
  3. Maximum building height where water pressure reaches 0 gauge (in m)

Exit Quiz

Part 7: Synthesis & AP Review

🎯 Bernoulli Synthesis & AP Review

Part 7 of 7 — Complete Fluids Review

This final part ties together everything from all four fluid mechanics topics: density & pressure, buoyancy, continuity, and Bernoulli's equation.

Complete Fluids Concept Map

The Four Pillars of Fluid Mechanics

EquationWhat It DescribesConservation Law
P=P0+ρghP = P_0 + \rho g hPressure at depth— (definition)
FB=ρfVdgF_B = \rho_f V_d gBuoyant forceNewton's laws + pressure
A1v1=A2v2A_1 v_1 = A_2 v_2ContinuityMass conservation
P+12ρv2+ρgh=CP + \frac{1}{2}\rho v^2 + \rho g h = CBernoulliEnergy conservation

Decision Tree: Which Equation(s) to Use

  1. Fluid at rest? → Hydrostatic pressure (P=P0+hoghP = P_0 + ho g h), buoyancy (FB=hofVdgF_B = ho_f V_d g)
  2. Fluid moving, area changes? → Continuity (A1v1=A2v2A_1 v_1 = A_2 v_2) first, then Bernoulli
  3. Fluid moving, same area? → Bernoulli only (speed is the same by continuity)
  4. Open surface or hole in tank? → Torricelli (v=2ghv = \sqrt{2gh})
  5. Horizontal flow? → Simplified Bernoulli (P+12ρv2=P + \frac{1}{2}\rho v^2 = const)

Top 5 AP Mistakes

#MistakeCorrection
1"Faster = higher pressure"WRONG! Faster = LOWER pressure (Bernoulli)
2Forgetting to use continuity firstAlways find v2v_2 from continuity before applying Bernoulli
3Wrong signs in height termsBe consistent: pick a reference level and stick with it
4Using Bernoulli for viscous fluidsBernoulli needs ideal (non-viscous) flow
5Not checking boundary conditionsOpen surfaces: P=PatmP = P_{\text{atm}}; large tanks: v0v \approx 0

Comprehensive Quiz

AP Comprehensive Problem (ρ=1000\rho = 1000 kg/m³, g=10g = 10 m/s²)

A fire hose (diameter 6.0 cm) is connected to a hydrant at ground level with pressure 400,000 Pa. The hose goes up 10 m to a nozzle (diameter 2.0 cm) that is open to the atmosphere (Patm=100,000P_{\text{atm}} = 100{,}000 Pa).

  1. If the speed in the hose at ground level is v1v_1, find v2v_2 in terms of v1v_1 (ratio v2/v1v_2/v_1)
  2. Using Bernoulli (with continuity), find v1v_1 (in m/s) [Hint: v2=9v1v_2 = 9v_1]
  3. Speed of water exiting the nozzle (in m/s)

Round all answers to 3 significant figures.

AP FRQ Practice — Full Problem

Setup

A large open tank is filled to height H=5.0H = 5.0 m with water. A small circular hole of radius r=0.50r = 0.50 cm is opened at the bottom.

(a) Find the speed of water exiting the hole. v=2gH=2(10)(5)=10 m/sv = \sqrt{2gH} = \sqrt{2(10)(5)} = 10 \text{ m/s}

(b) Find the volume flow rate. Q=πr2v=π(0.005)2(10)=7.85×104 m3/s0.79 L/sQ = \pi r^2 v = \pi(0.005)^2(10) = 7.85 \times 10^{-4} \text{ m}^3\text{/s} \approx 0.79 \text{ L/s}

(c) The tank sits on the ground. A hole is made at height h=1.0h = 1.0 m on the side (not at the very bottom). The stream exits horizontally. How far from the tank does the water land?

Water depth above hole: Hh=5.01.0=4.0H - h = 5.0 - 1.0 = 4.0 m. v=2g(Hh)=2(10)(4)=8.94 m/sv = \sqrt{2g(H-h)} = \sqrt{2(10)(4)} = 8.94 \text{ m/s} t=2h/g=2(1)/10=0.447 st = \sqrt{2h/g} = \sqrt{2(1)/10} = 0.447 \text{ s} x=vt=8.94(0.447)=4.0 mx = v \cdot t = 8.94(0.447) = 4.0 \text{ m}

(d) If the hole is moved to height h=2.5h = 2.5 m (middle of tank), will the range be greater or less?

The range is x=v×t=2g(Hh)×2h/g=2h(Hh)x = v \times t = \sqrt{2g(H-h)} \times \sqrt{2h/g} = 2\sqrt{h(H-h)}.

At the middle (h=H/2=2.5h = H/2 = 2.5 m), this product is maximized! Range = 22.5×2.5=5.02\sqrt{2.5 \times 2.5} = 5.0 m — greater than from the 1.0 m hole (4.0 m).

Final Exit Quiz