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H2 Measurement 2012

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    1

    1. MEASUREMENT

    Content

    SI units

    Errors and uncertainties

    Scalars and vectors

    Learning Outcomes

    Candidates should be able to:

    (a) recall the following base quantities and their units: mass (kg), length (m),

    time (s), current (A), temerature (!), amount of substance (mol)"

    (b) e#ress derived units as roducts or quotients of the base units and use the

    named units listed in $Summar% of !e% &uantities, S%mbols and 'nits as

    aroriate"

    (c) show an understanding of and use the conventions for labeling grah a#es

    and table columns as set out in the ASE ublication SI Units, Signs, Symbols

    and Abbreviations, e#cet where these have been suerseded b% Signs,

    Symbols and Systematics (The ASE Companion to 16 1 Science, !"""#$

    (d) use the following refi#es and their s%mbols to indicate decimal submultiles or multiles of both base and derived units: ico (), nano (n),

    micro (), milli (m), centi (c), deci (d), kilo (k), mega (*), giga (+), tera ()"

    (e) make reasonable estimates of h%sical quantities included within the

    s%llabus"

    (f) show an understanding of the distinction between s%stematic errors

    (including -ero errors) and random errors"

    (g) show an understanding of the distinction between recision and accurac%"

    (h) assess the uncertaint% in a derived quantit% b% simle addition of actual,

    fractional or ercentage uncertainties (a rigorous statistical treatment is not

    required)"

    (i) distinguish between scalar and vector quantities and give e#amles of each"

    (.) add and subtract colanar vectors"

    (k) reresent a vector as two erendicular comonents"

    RAFFLES INSTITUTION PHYSICS DEPARTMENTYear 5

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    / 0 1 2

    unit

    numerical magnitudeh%sical quantit%

    2

    1.1 S.I. Units

    Physical Quantities he laws of 3h%sics are e#ressed as mathematical relationshis among h%sical

    quantities and are verified through measurements of these quantities"

    All h%sical quantities consist of a numerical magnitudeand a unit" E"g" in $aforce of five newtons4, $force4 is the h%sical quantit%, $five4 is the numerical

    magnitude and $newtons4 is the unit"

    he Summar% of !e% &uantities, S%mbols and 'nits used in the A5evel

    e#amination is given in the s%llabus, which can be found in en 6ears Series or

    online at '75: htt:88www"seab"gov"sg8a5evel89;?>@9;, the international scientific communit% has adoted a number ofconventions about h%sical quantities and their units" he Syst%me Internationale

    d&Unit's (International S%stem of 'nits) is based on seven base quantities and

    their corresonding units, called base nits"

    !uantity "nit name "nit symbol

    5ength metre m

    *ass kilogram kg

    ime second s

    Current amere A

    emerature kelvin !

    Amount of substance mole mol

    5uminous intensit%B candela cd

    *out of s%llabus

    Aendi# ; lists the definitions for these base units"

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    !eri"ed units )erived *antities+nits are obtained from the base quantities8units according to a

    defining equation"

    E"g" he defining equation for seed is

    distanceseed

    time

    and hence, the unit of seed

    is metreersecond (m s;

    )"#Note the space brea$ beteen the m and the s%&. 'his is standard in separating

    unit symbols in riting or in print. therise, e get ms%&, hich is an inverse

    millisecond*

    *ost derived units are given secial names for convenience"

    !uantity +pressed in base units pecial name ymbol

    Dolume m m m 0 m<

    Delocit% m s 0 m s;

    /orce kg (m s s) 0 kg m s9 newton 2

    ork done kg m s9 m 0 kg m9s9 .oule F

    Since derived units deend on base units, their si-e ma% change if these base units

    become redefined or get ad.usted in value"

    Gerived units are defined in a logical sequence"

    In the stud% of electricit%, note how each h%sical quantit% is defined

    from the revious quantit%"

    !uantity"nit

    (symbol)efinition

    /ased

    on

    Current amere

    (A)

    the stead% current flowing in two straight,

    infinitel% long and arallel conductors of circular

    crosssection, laced one metre, aart in a

    vacuum, which will roduce a force of 9 ;H2

    acting on a metre length of conductor"

    kg,

    metre,

    second

    Charge coulomb

    (C)

    the amount of electrical charge that flows er

    second through an% crosssectional area of a

    conductor which carries a current of one amere"

    amere,

    second

    3otential

    difference

    volt

    (D)

    the otential difference between two oints, when

    one .oule of work is done (or one .oule of energ%

    is e#ended) to bring one coulomb of charge from

    one oint to the other "

    .oule,

    coulomb

    7esistance ohm

    ()

    the resistance of a circuit comonent, so that

    when one amere is flowing through it, it

    generates a otential dro of one volt across it"

    amere,

    volt

    01!: E#lain wh% a volt should not be defined as the otential dro across a resistance

    of one ohm when one amere of current is flowing through it"

    1ns: he ohm is defined in terms of the amere and the volt" Since the ohm deends

    on the si-e of the volt, it would be illogical to define the volt as the otential difference

    across one ohm when one amere flows through it"

    #$am%le

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    &

    'omogeneity o(#quations

    Ever% term on both sides of the equal sign of an equation should have the same

    units, for the equation to be called homogeneos or dimensionally consistent" his

    is .ust lain common sense, as when - . / 0, we e#ect all quantities,, .and

    0 to reresent the same item"

    #$am%le'esting s2 ut3 at4

    'nit ofs0 m (metre)

    'nit of t0 (unit of velocit%) (unit of time) 0 m s;s 0 m

    'nit of at90 m s9s9 0 m

    Equation is homogeneous"

    #$am%le 'esting v2 u4 3 4as4

    'nit of v0 m s;(metre er second)

    'nit of 9 0 (unit of velocit%)90 (m sl) 9 0 m9s9

    'nit of as90 m s9 m90 m

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    )

    anal%sis"

    !ecimalsubmulti%les andmulti%les

    he following refi#es and their s%mbols can be used to indicate decimal sub

    multiles or multiles of both base and derived units:

    5refi ico nano micro milli centi deci kilo mega giga tera

    ymbol n L m c d k * +

    6ultiple ;;9 ;= ;> ;< ;9 ;; ;< ;> ;= ;;9

    7.777789 ; can be epressed as 89. 477 ? can be epressed as &.==>4 6?

    Standard (orm Standard form e#resses a number as N &7n where n is an integer, either

    negative or ositive, and Nis an% number such that ;" M 2 M ="==="

    #$am%le 7.777@> ; can be epressed as @.> &7%;

    4=9777 m can be epressed as 4.=9

    &7Am

    Con"entions (orlabeling tablecolumns and gra%ha$es

    All table columns and a#es of a grah must be labelled aroriatel%, al%ing

    the correct use of the decimal submultiles8multiles and the standard form

    format"

    #$am%le In the table belo, columns 4 and > correctly tabulated the

    values for

    ;

    T but column > has a better presentation.

    T8 ! ;;

    8 !T

    < ;; 8 ;: ! T

    9H< ">

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    ; 9

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    ;

    ;

    main scale

    vernier scale

    /

    Current, Doltage *ultimeter B

    B Geends on sensitivit% of instrument

    0he ernier Calli%ers

    It consists of a steel bar with a ermanent .aw and a sliding .aw" he movable .aw

    carries a vernier scale that moves alongside the main scale" his instrument can

    measure the internal and e#ternal dimensions of tubes, and the tail can measure the

    deth of holes"

    he vernier scale carries ten divisions that coincide with nine divisions of the main

    scale" he whole idea is to have intervals of length on the vernier which are "= of

    the millimetre interval on the main scale" he difference of ;" "= mm is called the

    least count" All readings therefore become integral multiles of the least count"

    he diagrams show the vernier scales when the instrument is closed and when it is

    oen to measure an ob.ect4s diameter"

    !escri%tion

    Princi%le

    #$am%le

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    1 ;

    ;

    mm bserved Ceading 2 4.A3(&9

    7.7&) 2 4.89

    mm

    Bength of obGect 2 Eorrected Ceading 2 4.89 7.7> 2 4.8 mm

    #rrors In the rocess of taking measurements, we ma% encounter errors, sometimes

    knowingl% and sometimes unknowingl%, that give rise to false readings"

    Errors arise due to man% reasons:

    the instruments ma% not be roerl% set u or calibrated,

    the% ma% not be working roerl%,

    the scales are misread,

    the e#erimenter took down readings wrongl%,

    disturbances ma% have taken lace"

    he errors fall into two broad categories" he% are either systematic errors or

    random errors"

    andom #rrors

    7andom errors roduce readings thatscatterabout a mean value" hese errors have an equal chance of

    being ositive (making the readings too large) or negative (making readings too small)" he% can be

    reduced b% taking more readings and averaging"

    E#amles of random errors:

    i" aralla# error

    ii" fluctuation in the countrate of a radioactive deca%

    Paralla$ error 3aralla# error takes lace when the line of sight of the e#erimenter is not

    erendicular to the scale" he randomness in the error ma% occur when the

    angle of the line of sight varies when reeated measurements are taken"

    o reduce aralla# error, the e#erimenter should:

    3lace an attached ointer or the ob.ect being measured as close to the

    scale as ossible"

    7eeat the measurement and find the mean of the reeated

    measurements"

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    15

    Count*rate o( aradioacti"e source

    he e#ected value redicted for a articular longlived isotoe ma% be ;

    counts er minute" 7eeated counts would reveal the data to scatteraround the

    value of ; due to the random nature of radioactive deca%"

    owever, the more counts the e#erimenter takes, the more accurate the average

    becomes (i"e" closer to ;)" The random errors tend to cancel each other ot,

    and the residal error is divided by the nmber o4 readings, so it gets shared ot

    among many readings$ (se4l statement to remember5#

    Systematic #rrors

    A s%stematic error will result in all the readings taken differing from the true value b% a fi#ed ositive

    amount (or negative amount)" A s%stematic error can be eliminated onl% if the source of the error is

    known and accounted for" It cannot be eliminated b% averaging but by correct laboratory practice"

    E#amles of s%stematic errors:

    i" -ero error

    ii" ersonal error of the observer, e"g" a mistimed actioniii" background radiation

    6ero error An instrument is said to have a3ero error when the scale reading is non-ero

    before an% measurement is taken" here aroriate, instruments should be

    checked for -ero error and ad.ustment be made if ossible" he

    resence8absence of -ero error should be recorded"

    Stdents have a tendency to 4orget to record the absence o4 3ero error$

    +is*timed 7ction Another e#amle of a s%stematic error is when a scientist kees doing a mis-

    timed action" he scientist alwa%s starts his stowatch "1 s too late and stos it

    on time" hatever time he records is alwa%s "1 s too small" e cannot correct

    for this if he is not aware of what he has done" e will alwa%s carr% this

    s%stematic error in all his time e#eriments"

    'uman reaction time he dela% between the e#erimenter observing an event and starting a stowatch

    is known as his reaction time" he reaction time of a normal human being is

    between "9 s to "? s"

    he effect of reaction time ma% be reduced b%

    starting and stoing the stowatch to the same stimulus" /or e#amle,

    use a 4idcial marerwhen measuring the eriod of a endulum" hee#erimenter is to react (start or sto) when the bob asses the marker"

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    Each reading taken is indicated b% one arrow"2

    d 8 mm

    ;"= 9" 9"; 9"9 9"?9"

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    d 8 mm

    ;"= 9" 9"; 9"9 9"?9"

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    1

    measurement is ritten as LDM 2 (47.> J 7.>) cm.

    Signi(icant (igures

    he number of significant figures in a result is siml% the number of figures that

    are known with some degree o4 reliability"

    #$am%le 7.477 g has > significant figures

    A.787 &7; has significant figures

    All uncertainties are rounded off to ; significant figure" he measured quantities

    are then rounded off to the same d"" as the uncertainties"

    eliability

    7eliabilit% is a measure of confidence that can be laced in a set of

    measurements" here are several wa%s to gauge reliabilit%:

    Evaluate whether the data collected follows a articular trend as redictedb% a theor%" In articular, the scatter of the oints around the line of best

    fit rovides evidence of reliabilit%"

    3erform statistical anal%sis to obtain quantitative assessment of reliabilit%"

    Evaluate the closeness of the relicates of the measurements"

    /or simlicit%, a set of measurements is reliable if it is both accurate and recise"

    Uncertainties o(deri"ed quantities he uncertainties of derived quantities (erimeter, area, volume, densit%, etc) ma%

    be calculated using the following formulae:

    ;

    "Addition ;0 a.J b0 Absolute error is

    ;0 a.J b0

    9

    "Subtraction ;0 a. b0 Absolute error is

    ;0 a.J b0

    +

    A

    >

    1,

    Scalars - ectors All h%sical quantities can be divided intoscalarand vectorquantities"

    A vectorquantit% has both a magnitude and a direction" Ascalarquantit% has a

    magnitude onl%"

    elow are e#amles of each t%e of quantit%:

    calar !uantity ?ector !uantity

    distance dislacement

    mass force

    seed velocit%

    charge torque

    temerature momentum

    time acceleration

    volume

    energ%

    e%resentation o( aector

    hereas scalars are reresented onl% b% a number reresenting its magnitude, and

    a unit, vectors are reresented b% a number, a unit and a direction"

    A vector is denoted b%A , a or in most books A$

    A vector is reresented b% an arrow:

    the direction of the arrow reresents the direction of the vector,

    the length of the arrow reresents the magnitude of the vector"

    ector 7ddition 9 or more vectors ma% be summed u to form a resultant vector"

    Consider the vector addition of two vectors A and> :

    It can be seen that if A and > form the

    sides of a arallelogram, then A >+ isthe diagonal of the arallelogram"

    his is called the arallelogram method

    of vector addition and it is equivalent to

    the vector triangle"

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    >

    A

    >

    A

    A>

    ( )A >+ ur ur

    A

    >

    v

    (?1o

    ( )

    = + %v

    v (

    1/

    ector Subtraction

    ere are two vectors, A and > " 7eversing them give A and >

    If vector > is to be subtracted from vectorA , the resultant vector is A> "

    A> can be rewritten as A J (> )" e can now use vector addition"

    #$am%le 1n obGect as initially moving ith a constant speed of 47 m s-&

    toards the east. 'hen it moved ith a constant speed of

    &7 m s-&in the north-easterly direction. "sing vector analysis,

    determine the change in velocity. #Note: the change in velocityis a vector quantity.*

    he change in velocit% 0 ( )v (+

    he magnitude is found using cosine rule"

    9 9

    9 9 o

    ;

    9 cos

    9: ;: 9 9: ;: cos ?1

    ;?"H m s

    v ( v (v

    = +

    = +

    = 'sing sine rule,

    o

    o

    o

    sin ?1 sin

    ;:sin ?1sin

    ;?"H?

    9N"H

    =

    =

    =

    v v

    he change of velocit% is ;?"H m s;in the direction of 9N"Ho2orth of est"

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    v

    ?1o

    v(

    sinA

    AcosA

    A

    A

    1

    In the revious e#amle, the equation

    change of velocit%, = v v (

    can be rewritten as:

    = + v ( v

    ence, the vector diagram reresenting , vand vcan also be drawn as shown

    below:

    vcan be calculated using cosine rule, after which can be calculated using sine

    rule"

    'he problem can also be solved by draing a scale diagram.

    esolution o(ectors

    Dectors can be resolved into comonents in an% direction" 'suall%, the directions

    chosen are the vertical and hori-ontal directions"

    #$am%le 1 horse pulls on a rope that is attached to a barge, ith a forceof 87 N. 'he rope ma$es an angle of >7

    oith the ban$s of the

    river. etermine the magnitude of

    (a) the force that pulls the barge forard and

    (b) the force that pulls it sideays

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    mg

    #

    %

    ;9" 2

    H" 2

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    25

    7PP#:!I; 1 !e(initions o( S.I. Base Units

    he metreis (9== H=9 ?1N);of the distance light travels in one second"

    he $ilogramis equal to the mass of the International 3rotot%e kilogram (a latinumiridium c%linder) ket in

    Sevres, 3aris"

    he secondis defined in terms of = ;=9 > square metre of a

    blackbod% at the temerature er square metre"

    he kilogram is the onl% base unit defined b% a h%sical ob.ect" he rest of the base units are based on stable

    roerties of the universe" /or e#amle, the metre is defined b% stating that the seed of light, a universal h%sical

    constant, is e#actl% 9== H=9 ?1N metre er second" his h%sical definition allows scientists to reconstruct metre

    standard an%where in the world without referring to a h%sical ob.ect ket in a vault somewhere"

    7PP#:!I; 2 !eri"ation o( 9ormulae (or Calculating Uncertainties

    Addition of &uantities

    If;0 a.J b0

    a(..) J b(0 0) 0 (a. J b0) (a.J b0)

    ence ; 0 a.J b0

    Subtraction of &uantities

    If;0 a.b0

    a(..) b(0 0) 0 (a. b0) a. b0

    -(a. b0) (a.J b0)

    ence ; 0 a.J b0

    3roduct of &uantities

    If ;0.m0n , (..)m(0 0)n-

    ; " ;

    m n

    m n. 0. 0

    . 0

    0

    ; ;

    m n

    m n . 0. 0

    . 0

    E#anding binomiall% taking first order aro#imation,

    (..)

    m

    (0 0)

    n

    ; ; =

    m n . 0. 0 m n

    . 0

    ;;

    ;;

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    21

    ; =

    m n . 0 . 0

    . 0 m n mn. 0 . 0

    Tlast term ignored for small . ? 0U

    = +

    m n m n. 0. 0 m n . 0

    . 0

    Since

    m n. 0 . 0; m n . 0 m n ;. 0 . 0

    = + = +

    herefore,

    ; . 0m n

    ; . 0

    = +

    ;;


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