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Fluid flow

Squeeze a garden hose and the water shoots out faster. Blow across the top of a sheet of paper and it lifts. Two laws explain both: continuity says the volume passing every cross-section is the same, and Bernoulli's equation says three terms (pressure, $\tfrac{1}{2}\rho v^2$, $\rho g y$) sum to a constant along a streamline. The trap is that faster flow has lower pressure, not higher.

§1

Continuity.

Define the volume flow rate as the volume of fluid crossing a section of the pipe per second:

$$Q = A\,v$$

Here $A$ is the cross-sectional area at the section and $v$ is the average flow speed there. If the fluid is incompressible (density does not change) and the pipe is full, mass conservation forces the same volume to pass every section per second. So $Q$ is the same everywhere along the pipe:

$$A_1 v_1 = A_2 v_2$$

Read that as a balance: shrink the area, the speed grows by the same factor. Halve the area, double the speed. Quarter the area, quadruple the speed. It is what your finger over the hose tells you: squeeze the end (smaller $A$), the water shoots out faster (bigger $v$).

Continuity. The volume per second is conserved along a fully filled pipe of incompressible fluid. Narrower section, faster flow.
§2

Bernoulli's equation.

Energy bookkeeping per unit volume of fluid. Every bit of fluid along a streamline carries three terms,

  • pressure energy density: $P$
  • kinetic energy density: $\tfrac{1}{2}\rho v^2$
  • gravitational energy density: $\rho g y$

For an ideal fluid (incompressible, inviscid, steady), their sum is constant along a streamline:

$$P_1 + \tfrac{1}{2}\rho v_1^2 + \rho g y_1 = P_2 + \tfrac{1}{2}\rho v_2^2 + \rho g y_2$$

For a horizontal pipe, the $\rho g y$ terms cancel and Bernoulli reduces to a trade between pressure and kinetic energy:

$$P_2 - P_1 = \tfrac{1}{2}\rho\bigl(v_1^2 - v_2^2\bigr)$$

Where $v_2 > v_1$, the right side is negative, so $P_2 < P_1$. The extra kinetic energy at section 2 has to come from somewhere; pressure pays.

Bernoulli at constant height. Faster flow, lower pressure. The kinetic term grows; the pressure term shrinks to balance.
WORKED EXAMPLE · WATER, HORIZONTAL PIPE SECTION 1 SECTION 2 v1 v2 P1 P2 drops by 6 kPa GIVENS A1 = 0.0100 m2, v1 = 2.00 m/s A2 = 0.0050 m2, ρ = 1000 kg/m3 CONTINUITY v2 = v1(A1/A2) = 4.00 m/s BERNOULLI ΔP = ½(1000)(4 − 16) = −6 kPa
Fig. 8.4.1   Water enters at $A_1 = 0.0100 \text{ m}^2$ and $v_1 = 2.00 \text{ m/s}$, then crosses into a section of area $A_2 = 0.0050 \text{ m}^2$. Continuity sets $v_2 = 4.00 \text{ m/s}$; Bernoulli at constant height then drops the pressure by $6 \text{ kPa}$ in the narrow section.

Tilt the pipe so $y_2 < y_1$ and the lost height contributes to the kinetic or pressure term, depending on whether the area also changes. Keep the pipe horizontal and the height term goes away. Keep the area constant and the kinetic term goes away. Bernoulli is one equation; the question is always which terms are doing work in the given setup.

§3

Where it shows up.

Four working examples of the same two laws:

Airplane wing. If air moves faster over the top surface than under the bottom, Bernoulli predicts lower pressure on top than underneath, and the net upward force is the wing area times this pressure difference. (AP-1 treats this qualitatively only; what makes the air speed up over the wing, and full lift theory, is beyond the course.)

Atomizer. A perfume bottle has a vertical tube reaching into the reservoir and a squeeze bulb. Squeezing the bulb sends a fast jet of air across the top of the vertical tube. The fast air has lower pressure than the still air inside the bottle; the pressure difference drives liquid up the tube and into the airstream, where it breaks into a fine spray.

Hurricane lifts the roof. When wind rushes over a roof, the air on top can move much faster than the still air in the attic below. By Bernoulli, faster outside airflow lowers the pressure on top, so the pressure difference pushes the roof upward. This is an idealized picture: real roof failure also depends on openings, turbulence, uplift paths, and how the structure is built.

Torricelli's law. A tank of water with a small hole punched in the side at depth $h$ below the surface drains horizontally. Apply Bernoulli between the open surface (pressure $P_0$, speed $\approx 0$, height $h$) and the exit (pressure $P_0$, speed $v$, height $0$): the pressure terms cancel and $\rho g h = \tfrac{1}{2}\rho v^2$, giving

$$v = \sqrt{2 g h}$$

That is the speed of a falling object dropped through height $h$. Gravitational potential converts cleanly into kinetic energy. Pressure drops out because both ends of the streamline are open to the atmosphere.

§4

Where students go wrong.

Pitfall · 01

"Faster fluid pushes harder, so the pressure there must be higher."

The everyday intuition is that fast water from a fire hose hits with a lot of force, while slow water in a pond does not, so fast must mean high pressure. But the force a moving jet exerts when it slams into something (the wall, your hand) is the water's momentum being absorbed by the obstacle. That is a different quantity from the perpendicular pressure pushing on the walls of the pipe while the water is still flowing through.

Fix. Use Bernoulli's equation as written. At constant height, $P + \tfrac{1}{2}\rho v^2$ is a constant along a streamline. If $v$ goes up, $P$ has to come down. The faster water in the constriction pushes less on the pipe walls than the slower water in the wide section.

Pitfall · 02

"A narrower pipe carries less water than a wider one, because there is less room for it to go."

The intuition is that a smaller cross-section is a bottleneck. But continuity says the volume per second is the same at every section; the bottleneck does not throttle the flow, it speeds it up.

Fix. Apply $A_1 v_1 = A_2 v_2$ and solve for the speed in the narrow section: $v_2 = v_1 (A_1/A_2)$. Halving the area doubles the speed. The volume per second is unchanged.

Pitfall · 03

"Bernoulli's equation always applies to fluids in motion."

Bernoulli rests on four assumptions: the fluid is incompressible (constant density), inviscid (no internal friction), the flow is steady (time-independent), and the two points being compared lie on the same streamline. Honey through a thin tube, white-water rapids, and air compressed inside a piston each break at least one of these. Apply Bernoulli to them and the answer is wrong.

Fix. Check the four conditions before reaching for Bernoulli. If the fluid is viscous (honey, oil in a long thin pipe), mechanical energy is lost to heat along the way and the Bernoulli sum drops between the two points. If the flow is turbulent or unsteady, there is no single streamline. If the gas is being compressed, density changes and the equation in this form no longer applies.

Pitfall · 04

"Just use $P + \tfrac{1}{2}\rho v^2 = \text{const}$ for everything."

Dropping the $\rho g y$ term works only when the two points lie at the same height. Apply the two-term form to water flowing downhill or to a tank draining out a side hole and the answer misses the height contribution entirely.

Fix. Write out all three terms and cross out only the ones that match between the two points. If $y_1 = y_2$, drop $\rho g y$ from both sides. If $A_1 = A_2$, continuity gives $v_1 = v_2$ and the kinetic term drops out. Otherwise, keep the term.

§5

Skill check.

Ten scenarios across the two laws and the four traps. Pick the option, hit Check, read the trap explanation when you miss. Progress saves locally as you go.