Fluid Mechanics
Senior 5 · Physics
Fluid Mechanics
Lesson 3 of 4
25 min
When you water a garden and put your thumb over part of the end of the hose, the water shoots out much faster and further. You have not added any water: you have made the same flow pass through a smaller opening. And where water moves faster, something else happens that is far less obvious: its pressure drops. This trade between speed and pressure, described by Daniel Bernoulli in 1738, explains how a carburettor and a paint sprayer draw in liquid, how a Venturi meter measures the flow in a water main, why a strong wind can lift a roof, and part of how an aircraft wing gives lift.
In steady (streamline, or laminar) flow, the velocity of the fluid at each point does not change with time: every particle passing a given point follows the same path, called a streamline. Streamlines never cross. When the flow is too fast or meets a sharp obstacle, it becomes turbulent: irregular, with eddies and swirls, and the velocity at a point changes from moment to moment. To keep the mathematics simple we use an ideal fluid: incompressible (constant density), non-viscous (no internal friction), and in steady, non-rotational flow. Water in a pipe at moderate speed is close to ideal.
In time , the fluid entering section 1 moves a distance , so a volume flows in. An incompressible fluid cannot pile up between the sections, so the same volume must flow out at section 2:
is the volume flow rate in . Where the pipe narrows, the fluid speeds up in inverse proportion to the area; where streamlines crowd together, the flow is faster.
Definition
The continuity equation states that for an incompressible fluid in steady flow the volume flow rate is the same at every cross-section: . Example: water at in a hose of diameter 2.0 cm leaves a nozzle of diameter 0.50 cm at .
Consider the fluid between two sections of a tube that may change both in width and in height. In a short time , a slice of volume and mass enters at 1, and an equal slice leaves at 2.
Apply the work–energy principle to the fluid between the sections. The fluid behind pushes it forward and does work ; the fluid ahead pushes back, doing work . The net effect is as if the blue slice had been moved to the red position, so its changes in kinetic and gravitational potential energy are
Dividing by and collecting terms gives Bernoulli's equation:
Each term is an energy per unit volume (). For a horizontal pipe the terms cancel, and the result is Bernoulli's principle: where the speed of a fluid is higher, its pressure is lower. If the fluid is at rest, the equation reduces to from Lesson 1.
Definition
Bernoulli's principle: for an ideal fluid in steady flow, is constant along a streamline; in horizontal flow, an increase in speed is accompanied by a decrease in pressure. Example: in a horizontal pipe where water speeds up from 2.0 to , the pressure falls by .
Worked example 1: continuity and Bernoulli together
Water flows at with pressure 150 kPa in a horizontal pipe, which then narrows to one third of its cross-sectional area. Find the speed and pressure in the narrow section.
Solution
Continuity: .
Bernoulli, horizontal: .
Worked example 2: a tap on a water tank (Torricelli's theorem)
A school's rainwater tank has its water surface 1.8 m above a tap. How fast does water leave the open tap?
Solution
Take point 1 at the surface (pressure , speed nearly zero because the tank is wide, height 1.8 m) and point 2 at the tap (pressure , speed , height 0). Bernoulli: , so : the same speed as a stone dropped from 1.8 m.
A Venturi meter measures the flow rate in a pipe. The pipe narrows smoothly to a throat and widens again; a manometer measures the pressure difference between the wide section and the throat.
From continuity, . From Bernoulli for horizontal flow, . Solving:
If the manometer liquid has density and the pipe carries a liquid of density , the level difference gives , because the pipe liquid also fills the manometer arms above the mercury.
Worked example 3: reading a Venturi meter
A water main of diameter 10 cm has a Venturi throat of diameter 5.0 cm. A mercury manometer () shows a level difference of 5.0 cm. Find the speed in the main and the flow rate.
Solution
. The diameter halves, so and .
Bernoulli: , so (and ).
, about 7.1 litres per second.
Hold two sheets of paper vertically, about 3 cm apart, and blow hard between them. Before you try, predict: will they fly apart or come together? They come together: the moving air between them is at lower pressure than the still air outside. Repeat by blowing over the top of a single sheet held below your lips: the sheet rises into the air stream.
Warning
Common mistakes. (1) Applying continuity with diameters instead of areas: halving the diameter quarters the area and makes the speed four times larger. (2) Saying "fast air pushes harder": faster flow means lower static pressure. (3) Forgetting to subtract the pipe liquid's density in a Venturi manometer: . (4) Using Bernoulli between two different streamlines, or in strongly viscous or turbulent flow, where energy is lost.
Tip
For any flow problem, use the two equations in order: continuity first (to get the speeds from the areas), Bernoulli second (to get the pressures from the speeds and heights). Choose your two points where you know the most, such as an open surface where and .
Bernoulli's Principle Demo: Venturi Tube (Physics Demos). Watch the water columns above the tube: the one over the narrow throat, where the flow is fastest, stands lowest.
Practice
Key points
Sources and credits
The activity, the three diagrams, the worked examples and the practice exercises are written by Ganzaa.