Lesson 19 of 195 minutes

Fluid Dynamics and Bernoulli Applications

Start with the lesson question, connect the representations, and test the model with evidence.

continuityvolume flow ratebernoulli equationtorricelli lawmodel limits

Learning objectives

  • Relate pressure and depth.
  • Analyze buoyancy with system diagrams.
  • Apply continuity and energy reasoning to ideal flow.
Lesson flowHook, model, explanationShow guidance

Inspect the opening phenomenon

Predict what changes, then name the evidence.

Apply in the lab

Name the evidence before reading the answer.

Read only what helps

Then use the lab and recall check.

More when needed

Transcript and resources stay available below.

Course progress

AP Physics 1 — Algebra-Based · Fluids · Lesson 19

Fluid Dynamics and Bernoulli Applications

In progress

Decision challenge

Observe the phenomenon. Then connect the representations.

Use the opening example to make a prediction, identify evidence, and explain which model supports it.

Why Water Speeds Up in a Narrow Pipe | AP Physics 1

Predict the speed change when a steady incompressible stream enters a pipe with half the area.

Predict the speed ratio, identify Bernoulli assumptions, and explain the ideal pressure-speed tradeoff.

Before

Predict the speed change when a steady incompressible stream enters a pipe with half the area.

During

Pause at the Bernoulli relationship and identify every assumption needed for the pressure-speed tradeoff.

After

Explain why reducing the area to one-third makes the ideal flow speed triple.

Reference drawerTranscript, source notes, scripts, and package status stay tucked away until you need them.7 files

Lesson reading

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5 min

Video script

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Transcript fallback

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courses/ap-physics-1/modules/08-fluids/lessons/02-fluid-dynamics-and-bernoulli-applications/video-transcript.md

Efflux Speed and Fluid Height

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1 hr 15 min

Mastery check

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7 questions / 18 min

Book section:courses/ap-physics-1/modules/08-fluids/lessons/02-fluid-dynamics-and-bernoulli-applications/book-section.md
Transcript for accessibility and fallback

--- lesson_slug: 02-fluid-dynamics-and-bernoulli-applications duration_seconds: 55 --- # Transcript Squeeze a steady water stream into half the area, and its speed doubles. For incompressible flow, area times speed stays constant: A-one v-one equals A-two v-two. The same volume must pass every cross-section each second. Along an ideal level streamline, pressure plus one-half rho v squared stays constant. If speed rises, static pressure falls—but only under Bernoulli's assumptions. Real viscosity, turbulence, pumps, or compressibility can change that simple tradeoff. Pause: area becomes one-third. What happens to speed? It triples. Explore the free AP Physics 1 fluids lesson at EduQuest AI.

Reading lab

Core explanation

Connect the lesson's words, diagrams, graphs, evidence, and equations.

Driving question

How do area, speed, pressure, and height trade off as fluid moves?

Before: prediction

Water flows steadily from a wide pipe into a section with half the cross-sectional area. Predict the new speed and whether continuity alone determines the pressure change.

Hook: squeeze the path, speed up the flow

For steady incompressible flow, the volume flow rate is constant:

Q=Av,Q=Av,

A1v1=A2v2.A_1v_1=A_2v_2.

If area halves, speed doubles. This follows from conservation of mass, not from Bernoulli's equation.

Continuity through a narrowing pipe

Worked example: pipe narrowing

Water travels at 2.0 m/s2.0\text{ m/s} through area 6.0 cm26.0\text{ cm}^2 and enters area 2.0 cm22.0\text{ cm}^2:

v2=A1A2v1=6.02.0(2.0)=6.0 m/s.v_2=\frac{A_1}{A_2}v_1=\frac{6.0}{2.0}(2.0)=6.0\text{ m/s}.

The flow rate is Q=A1v1=(6.0×104)(2.0)=1.2×103 m3/sQ=A_1v_1=(6.0\times10^{-4})(2.0)=1.2\times10^{-3}\text{ m}^3/\text{s}.

Bernoulli as energy per volume

For steady, incompressible, negligible-viscosity flow along one streamline with no pump or turbine work,

P+12ρv2+ρgy=constant.P+\frac12\rho v^2+\rho gy=\text{constant}.

The terms represent pressure energy, kinetic energy, and gravitational potential energy per unit volume. At equal height, greater speed corresponds to lower static pressure under these assumptions.

Bernoulli energy terms along a streamline

Worked example: equal-height pressure change

For water, ρ=1000 kg/m3\rho=1000\text{ kg/m}^3, with v1=2.0 m/sv_1=2.0\text{ m/s} and v2=6.0 m/sv_2=6.0\text{ m/s} at equal height:

P1P2=12ρ(v22v12)=12(1000)(364)=1.60×104 Pa.P_1-P_2=\frac12\rho(v_2^2-v_1^2)=\frac12(1000)(36-4)=1.60\times10^4\text{ Pa}.

The faster narrow section has pressure lower by 16.0 kPa16.0\text{ kPa} in the ideal model.

Efflux from a tank

Apply Bernoulli between a large tank's free surface and a small outlet a vertical distance hh below. Both points are at atmospheric pressure, and the surface speed is negligible:

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

This is Torricelli's law. At h=0.45 mh=0.45\text{ m}, v2.97 m/sv\approx2.97\text{ m/s}.

Tank efflux geometry and trajectory

During: retrieval pause

In a horizontal ideal pipe, area becomes one-third as large. By what factor does speed change? Which Bernoulli term must decrease?

Reading applications carefully

A Venturi meter relates pressure difference to speed change through continuity plus Bernoulli. A Pitot tube compares stagnation pressure and static pressure. Real atomizers and aerodynamic systems involve streamline shape, viscosity, entrainment, circulation, and pressure fields; “faster fluid always means lower pressure” is not a universal rule.

When Bernoulli fails or needs extension

  • viscosity dissipates mechanical energy;
  • pumps add energy and turbines remove it;
  • compressible flow changes density;
  • unsteady or turbulent flow may violate the simple streamline model;
  • Bernoulli constants can differ across streamlines in rotational flow.

Misconception checks

  • Continuity relates area and speed; it does not by itself give pressure.
  • Pressure is not “used up” merely because a pipe narrows.
  • Bernoulli applies between chosen points under stated assumptions, not everywhere automatically.
  • Larger flow speed does not mean fluid particles have larger pressure in every real situation.
  • Gauge and absolute pressure must not be mixed silently.

After: evaluate a claim

A student says, “Air moving faster always has lower pressure.” Rewrite this as a scientifically defensible conditional statement and name two assumptions that matter.

AP-style synthesis

Choose a system and streamline, mark areas and heights, apply continuity first, write Bernoulli with every retained term, use consistent pressure references, and check whether predicted losses or Reynolds effects make the ideal result implausible.

Further learning

See sources.yaml. All examples, questions, and diagrams are original and do not imply College Board endorsement.

Practice labEfflux Speed and Fluid HeightOpen this when you are ready to apply the model, collect evidence, and check your explanation.1 hr 15 min

Lab: Efflux Speed and Fluid Height

Objective

Test whether the horizontal exit speed from a small outlet follows v2=2ghv^2=2gh over a safe range of water depths.

Safety

Work under teacher or responsible-adult supervision over a sink or waterproof tray. Use only a low-height plastic container and water; immediately wipe spills, keep electronics dry and elevated, and never seal or pressurize the container. Use blunt pre-made openings—students must not cut or puncture containers. Stop if the container becomes unstable or water reaches walking areas.

Materials

  • transparent plastic container with supervisor-prepared small side outlet;
  • water, tray, meterstick, plugs, towels;
  • fixed phone video kept outside splash zone;
  • paper target protected under a clear waterproof sheet.

Accessible alternative: analyze a teacher-recorded high-contrast video and direct a partner's measurements.

Simulation alternative: use a teacher-approved fluid simulation and state idealizations.

Steps

  1. Measure outlet height above the landing surface and its uncertainty.
  2. Mark at least five water-surface heights above the outlet.
  3. Predict exit speed and horizontal range for each height.
  4. Fill to the highest mark, uncover the pre-made outlet, and record the stream landing location.
  5. Repeat at least three trials per height while maintaining a nearly steady surface during each short measurement.
  6. Use projectile motion with measured vertical fall HH to find flight time t=2H/gt=\sqrt{2H/g} and infer v=x/tv=x/t.
  7. Graph v2v^2 against fluid head hh with uncertainty bars.
  8. Preserve raw data and predefine rules for splash-broadened landing marks.

Expected Result

The ideal model predicts a line through the origin with slope 2g2g. Real speeds may be smaller because of viscosity, contraction at the outlet, changing water level, and uncertain landing position.

Analysis

Fit v2v^2 versus hh, compare the slope with 2g2g, inspect residuals, and calculate a discharge ratio vmeasured/2ghv_{measured}/\sqrt{2gh}. Explain uncertainty and systematic losses using claim-evidence-reasoning.

Reflection Questions

  1. Why does atmospheric pressure cancel in the Bernoulli comparison?
  2. Why is surface speed treated as negligible?
  3. Which measurement contributes most to speed uncertainty?
  4. How would a larger outlet change the approximation?

Extension Challenge

Predict the water head that maximizes horizontal range when the outlet and landing geometry are fixed, then test only within the approved spill-safe setup.