1.1What you will learn1.21.1 Why we measure1.31.2 Definition of measurement1.41.3 The three elements of any measurement1.51.4 Physical quantities1.62.1 Fundamental physical quantities1.72.2 Derived physical quantities1.82.3 Physics and mathematics1.92.4 Systems of units1.102.5 The International System of Units (SI)1.112.6 Scientists who benefited humanity1.123.1 From the body to the instrument1.133.2 Examples of instruments, old and modern1.143.3 The vernier caliper — measuring length precisely1.15Lesson 4: Standard Units (Length, Mass, Time)1.164.1 The standard of length — the metre1.174.2 The standard of mass — the kilogram1.184.3 The standard of time — the second1.195.1 The idea1.205.2 Getting the unit from the dimensional formula1.215.4 Table of dimensional formulas1.225.5 Rules to remember ("Pay attention")1.236.1 Dimensional homogeneity1.246.3 Limits of the method (important!)1.25Lesson 7: Multiples and Submultiples of Units; Scientific Notation1.268.1 No measurement is perfect1.278.2 Sources of error1.288.3 Precautions when using a metre ruler1.298.4 Direct and indirect measurement1.30Extra worked problems1.31Summary2.1What you will learn2.21.1 Why study motion?2.31.2 Definition of motion2.41.3 Types of motion2.52.1 Why we need velocity2.62.2 Speed and velocity2.72.3 Converting units2.83.1 Uniform and non-uniform (variable) velocity2.93.2 Instantaneous and average velocity2.104.1 How to draw it2.114.2 Reading the displacement–time graph2.125.1 Definition2.135.2 A motion diagram: the car that gains 5 m/s every second2.145.3 Types of acceleration2.156.1 Reading the graph2.166.2 Analysing a multi-stage graph2.176.3 Extension — displacement from the v–t graph2.186.4 Motion (dot) diagrams2.19Short answers to typical discussion questions2.20Summary2.21Key Scientific Tables & Anatomical Diagrams Extracted from Official Curricula3.1What you will learn3.2Introduction3.31.1 What is force?3.41.2 Resultant force3.52.1 Observation and the old belief3.62.2 Statement of the law3.72.3 Consequences of the first law3.82.4 Inertia3.9Lesson 3: Momentum3.104.1 Statement3.114.2 Another statement of the law3.124.3 Definition of the newton3.134.4 Thinking exercise3.144.6 Life applications of the second law (force, time and change of momentum)3.154.7 The first law as a special case of the second3.165.1 Observations3.175.2 Statement3.185.3 Properties of action and reaction3.195.4 Applications3.20Short answers to typical discussion questions3.21Summary4.1What you will learn4.21.1 What is a fluid?4.31.2 Density (ρ)4.41.3 Relative density4.51.5 Applications of density4.6Lesson 2: Types of Liquid Flow4.72.1 Laminar (streamline) flow4.82.2 Turbulent flow4.92.3 Steady flow4.103.1 Volume flow rate and mass flow rate4.113.2 The continuity equation4.123.3 Everyday examples4.133.5 Enrichment: Bernoulli's principle4.144.1 Experiments showing viscosity4.154.2 Explanation: layers of a liquid4.164.3 The coefficient of viscosity (η)4.174.5 Applications of viscosity4.184.6 Think about it4.19Summary5.1What you will learn5.2Overview5.31.1 Definition5.41.2 Enrichment: heel against elephant5.52.1 Observations5.62.2 Deriving P = Pa + ρgh5.72.3 Consequences5.82.5 Balance of two immiscible liquids in a U-tube5.93.1 Atmospheric pressure5.103.2 The mercury barometer (Torricelli)5.113.3 Units of pressure5.123.4 Factors that do not affect the barometer height5.133.6 Enrichment: the ear at heights5.144.1 The manometer5.154.3 Applications of pressure5.165.1 Pascal's principle5.175.2 The hydraulic press5.185.3 Applications5.19Short answers to typical discussion questions5.20Summary6.1What you will learn6.21.1 Molecules in the three states of matter6.31.2 Brownian motion6.41.3 Intermolecular spaces6.5Lesson 2: The Variables of a Gas6.63.1 The experiment6.73.2 Boyle's law6.84.1 Do all gases expand equally?6.94.2 Charles's apparatus6.104.3 Charles's law6.115.1 The experiment6.125.2 Jolly's apparatus6.135.3 The pressure law6.146.1 Absolute zero from Charles's law and from the pressure law6.156.2 Remarks6.166.3 Relation between Celsius and Kelvin6.177.1 Combining the three laws6.187.2 Enrichment: the ideal gas equation6.197.3 Standard temperature and pressure (STP)6.20Summary and relations1.1What you will learn1.2Lesson 1: The Concept of Physical Measurement1.3Lesson 2: Fundamental and Derived Quantities, and Systems of Units1.4Lesson 3: Measuring Instruments1.5Lesson 4: Standard Units (Length, Mass, Time)1.6Lesson 5: Dimensional Formula1.7Lesson 6: Using Dimensions to Test Equations1.8Lesson 7: Multiples and Submultiples of Units; Scientific Notation1.9Lesson 8: Measurement Error1.10Extra worked problems1.11Summary4.1What you will learn4.2Lesson 1: Fluids and Density4.3Lesson 2: Types of Liquid Flow4.4Lesson 3: Flow Rate and the Continuity Equation4.54.1 Experiments showing viscosity4.64.2 Explanation: layers of a liquid4.74.3 The coefficient of viscosity (η)4.84.4 Worked examples4.94.5 Applications of viscosity4.104.6 Think about it4.11Summary5.1What you will learn5.2Overview5.3Lesson 1: Pressure5.42.1 Observations5.52.2 Deriving P = Pa + ρgh5.62.3 Consequences5.72.4 Worked examples5.82.5 Balance of two immiscible liquids in a U-tube5.9Lesson 3: Atmospheric Pressure and the Barometer5.10Lesson 4: The Manometer and Applications of Pressure5.11Lesson 5: Pascal's Principle and the Hydraulic Press5.12Short answers to typical discussion questions5.13Summary| Comparison aspect | Main idea | Keywords |
|---|---|---|
| Largest pressure (smallest face 4 × 10 cm2 = 4 × 10−3 m2) | P = 25 / 4 × 10−3 = 6250 N/m2 | 6250 |
| • | Smallest pressure (largest face 10 × 25 = 250 cm2 = 0.025 m2): P = 25/0.025 = 1000 N/m2 | Smallestpressurelargestface |
| Why do we use a sharp knife, and wide tracks on a tractor? | Sharp edge → small area → large pressure (cuts easily). Wide tracks → large area → small pressure (does not sink in soft ground) | edgesmallarealarge |
| Comparison aspect | Main idea | Keywords |
|---|---|---|
| • | All points at the same horizontal level inside the same liquid at rest have the same pressure | pointssamehorizontallevel |
| Connecting vessels |
| liquidpouredconnectedbottom |
| Dams | are built thicker at the base to withstand the greater pressure at greater depths | builtthickerbasewithstand |
| Divers |
| wearprotectivesuitsNear |
| Comparison aspect | Main idea | Keywords |
|---|---|---|
| Example 3 (diver). |
| water1030total |
| Example 4 (depth from pressure). | At what depth in water is the total pressure 3 atm if the surface pressure is 1 atm? The extra 2 atm = 2 × 1.013 × 105 = ρgh → h = 2.026 × 105/(1000 × 9.8) = 20.7 m | whatwatertotalsurface |
| Comparison aspect | Main idea | Keywords |
|---|---|---|
| Example 1. | The oil column is 10 cm and the water column is 8 cm: relative density of the oil = 8/10 = 0.8; ρo = 800 kg/m3. | columnwaterrelativedensity |
| Example 2 (unequal arms, book-style). | A U-tube has a narrow arm of cross-section 1 cm2 and a wide arm of 2 cm2. Water is in the tube, and 6 cm of oil of density 900 kg/m3 is poured into the narrow arm. Height of the water above the separating level: hw = ρo ho/ρw = 900 × 6/1000 = 5.4 cm. (The cross-sectional areas of the arms do not matter, only heights.) | tubenarrowcrosssection |
| Example 3 (water and mercury). | Mercury (13 600 kg/m3) forms a column of 5 cm in one arm; the water column above the mercury level in the other arm: hw = 13 600 × 5/1000 = 68 cm. | formscolumnabovelevel |
The space above the mercury is a vacuum (the Torricelli vacuum), apart from a little mercury vapour whose pressure is negligible.
The vertical height h does not change if the tube is tilted or if the tube is wider or narrower — only the length of mercury in the tube changes when it is tilted.
Take two points A (outside the tube, at the mercury surface in the dish) and B (inside the tube, at the same horizontal level). The pressure at B = the pressure at A = atmospheric pressure. The pressure at B is produced by the mercury column above it. So
Pa = ρHg g h
| Unit | Equivalent |
|---|---|
| pascal (Pa) | 1 N/m2 |
| bar | 105 Pa |
| mm Hg = torr | 1 torr = 1 mm Hg |
| atmosphere | 1 atm = 1.013 × 105 Pa = 1.013 bar = 760 mm Hg = 76 cm Hg = 0.76 m Hg = 760 torr |
| Comparison aspect | Main idea | Keywords |
|---|---|---|
| Example 3 (water manometer). | A water manometer shows a height difference of 40 cm. ΔP = ρgh = 1000 × 9.8 × 0.4 = 3920 N/m2 | showsheightdifference1000 |
| Example 4 (mercury, SI). |
| manometerabsolutepressure |
| Comparison aspect | Main idea | Keywords |
|---|---|---|
| Systolic pressure | the maximum pressure in the artery when the heart muscle contracts and pushes blood from the left ventricle into the aorta. Normal: about 120 torr | maximumarteryheartmuscle |
| Diastolic pressure |
| minimumheartmusclerelaxes |
| Comparison aspect | Main idea | Keywords |
|---|---|---|
| Hydraulic brakes |
| carspedalpushespiston |
| Hydraulic lift | (car lift in a garage) | garage |
| Hydraulic excavator |
| machinesjackspressesaircraft |
| Comparison aspect | Main idea | Keywords |
|---|---|---|
| • |
| Arearatio |
| • |
| 5000largestmasslift |
| To raise the large piston by 2 cm | y₁ = η y₂ = 100 × 2 = 200 cm | |
| Example 2 (car lift). |
| mass1200weightrests |
| Example 3 (pressure). | What pressure is transmitted if 120 N acts on a small piston of area 4 × 10−4 m2? P = 120/4 × 10−4 = 3 × 105 N/m2 | Whattransmittedactssmall |
| Example 4 (efficiency idea). |
| pressforceactssmall |
| Comparison aspect | Main idea | Keywords |
|---|---|---|
| • | P = F/A (pascal = N/m2) | pascal |
| In a liquid |
| samelevelpressureconnecting |
| Atmospheric pressure |
| |
| Manometer | ΔP = P − Pa = ρgh | |
| Blood pressure |
| torrtyregauge |
| Pascal’s principle |
| pressureenclosedliquidtransmitted |
| • |
| margin18pxbordersolid |
| Comparison aspect | Main idea | Keywords |
|---|---|---|
| Density and Relative Density | Density (ρ) is mass per unit volume: ρ = m / V (kg/m3). Relative density (specific gravity) is the ratio of substance density to pure water density at 4°C (dimensionless) | massunitvolumespecific |
| Hydrostatic Pressure (P) | The perpendicular force exerted by a fluid per unit surface area: P = Patm + ρ g h (where Patm is atmospheric pressure, ρ is liquid density, and h is depth). | perpendicularforceexertedfluid |
| Communicating Vessels Principle |
| openconnectedcontainersshape |
| Pascal’s Principle |
| externalpressureappliedenclosed |
| Hydraulic Press and Mechanical Advantage | Practical application of Pascal’s principle enabling a small force (f) on a small piston (a) to lift a heavy load (F) on a large piston (A): Mechanical Advantage η = A / a = F / f = y₁ / y₂ | PracticalapplicationPascalprinciple |
| Comparison aspect | Main idea | Keywords |
|---|---|---|
| Density | ρ = m / V (kg/m3) | |
| Total Pressure in Liquid | P = Patm + ρ g h | Hydrostatic Pressure Difference: ΔP = ρ g h | PatmHydrostaticDifference |
| U-Tube Manometer | ρ₁ h₁ = ρ₂ h₂ (immiscible fluids in equilibrium) | immisciblefluidsequilibrium |
| Standard Atmospheric Pressure | 1 atm = 76 cm-Hg = 1.013 × 105 Pa (N/m2) = 1.013 bar | |
| Mechanical Advantage | η = A / a = R2 / r2 = F / f = d₁ / d₂ (always > 1) | always |
| Comparison aspect | Main idea | Keywords |
|---|---|---|
| Why are dams built thicker at the base than at the top? |
| Becauseliquidpressureincreases |
| Why is the mechanical efficiency of a hydraulic press never 100%? |
| frictionalresistancebetweenpistons |
| Why does Pascal’s principle not apply to gases? |
| Becausehighlycompressiblelarge |
| Instrument | Underlying Physical Principle | Primary Function & Application |
|---|---|---|
| Mercury Barometer (Torricelli) | Points at the same depth in a static fluid have equal pressure | Measuring atmospheric pressure and mountain/building heights |
| U-Tube Manometer | Pressure difference ΔP = ρ g h between fluid columns | Measuring gas pressure in tanks and vehicle tire gauges |
| Hydraulic Press / Car Lift | Pascal’s principle of transmitted pressure |
|
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