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    ENGINEERING SURVEY 2 C 2005 / 1 /

    Article I.

    Article II.

    0

    MODULE

    MALAYSIAN

    POLYTECHNICS

    MINISTRY OF EDUCATION

    UNIT 1UNIT 1

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    ENGINEERING SURVEY 2 C 2005 / 1 /

    TACHYMETRY

    OBJECTIVES

    General Objective : To know and understand the bas! !on!e"ts o# dstan!e

    $easure$ent%

    Specific Objectives : &t the end o# the unt 'ou shou(d be ab(e to :)

    E*"(an the bas! !on!e"ts o# +"t!a( ,stan!e

    -easure$ent%

    ,s!uss the s'ste$ that has been use n ta!h'$etr'%

    Ca(!u(ate the dstan!e b' usn. the ta!h'$etr' s'ste$%

    E*"(an the "ro!edure to $"(e$ent the #e(d work

    E*"(an the ste"s to "ro!ess the obseraton data%

    st errors n ta!h'$etr' sure'%

    1

    UNIT 1

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    ENGINEERING SURVEY 2 C 2005 / 1 /

    (en.th o# ths base% I# the base (en.th and "ara(a!t! an.(es are known9 then the (en.th o#

    the "er"end!u(ar bse!tor !an be !a(!u(ated% 34.ure 1%2

    4.ure 1%2 Isos!e(es Tran.(e Geo$etr'3Sour!e : Ukur 6 ? 3Cd * Cot @/2

    I# dstan!e &> 6 ,9 dstan!e Cd 6 S 9 so

    Ahereb'

    , 6 dstan!e between two "ont

    S 6 base (ne@ 6 "ara(a!t! an.(e

    #.( TACHYMETRY SYSTEM

    The a(ternates o# the ta!h'$etr' s'ste$ are !(ass#ed based on the bas!

    "rn!"(es9 wh!h are:

    a 4*ed an.(e:

    1 The stada s'ste$

    In!(ne S.hts Ath The Sta## Vert!a(

    B

    , 6 ? S Cot @/2

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    ENGINEERING SURVEY 2 C 2005 / 1 /

    In!(ne S.hts Ath The Sta## Nor$a(

    b Varab(e an.(e

    1 tan.enta( s'ste$ ert!a( sta##

    2 subten!e s'ste$ horDonta( sta##

    The theodo(te s a standard nstru$ent n ea!h !ase% It s $od#ed to sut the !ondtons%

    #.(.# T)e Sta*ia S+ste,

    The da"hra.$ n ths s'ste$ !ontans two addtona( horDonta( (nes known as

    stada hars% It s "(a!ed eudstant aboe and be(ow the $an horDonta( !ross har

    34.ure 1%B% The dstan!e between these stada har s !a((ed the stada ntera( 34.ure

    1%1% Ths stada ntera( s usua((' a !onstant9 "rodn. #*ed)har ta!h'$etr'% Ths

    ntera( $a' be a(tered on so$e nstru$ents and the $oe$ent ben. $easured on a$!ro$eter%

    4.ure 1%B The Vew In The Te(es!o"e

    3Sour!e: Ukur

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    ENGINEERING SURVEY 2 C 2005 / 1 /

    #.(.#.# T)e Sta*ia '-r,la

    The stada $ethod o# "rodn. the horDonta( dstan!e between nstru$ent andsta## s shown n 4.ure 1%F% Ths te!hnue s a(wa's used n stada ta!h'$etr' #or

    en.neern. sure'% The te(es!o"e !onssts o# two !entrn. tubes% The e'e"e!e and

    da"hra.$ are bu(t at the end o# tube% -oe the ob=e!t .(ass wh!h s bu(t at the other

    sde when don. #o!usn.%

    Ahen the te(es!o"e s n #o!us9 the $a.e o# the sta## &> w(( be #or$ed at abn

    the "(ane o# the da"hra.$% Then a ra' o# (.ht w(( e$er.e "ara((e( to the o"t!a( a*s

    s$(ar(' wth the ra' #ro$ > as shown% The ra's here w(( #or$ two s$(ar tran.(es

    ea!h wth ther a"e* at 49 the base o# the s$a((er tran.(e at the ob=e!t .(ass ben. eua( tothe stada ntera( i%

    E'e"e!e

    ,a"hra.$

    Vert!a(a*s

    !ket

    4.ure 1%F Stada rn!"(e

    3Sour!e and Sure'n.9 Ra$sa' H%% A(son

    f))) the #o!a( (en.th o# the ob=e!t .(ass

    4 the outer #o!a( "ont o# the ob=e!t .(assi))) the stada ntera( ab

    I))) the dstan!e #ro$ the outer #o!a( "ont to the sta##

    ,)))the horDonta( dstan!e reured

    s))) the sta## nter!e"t &>

    !)))the dstan!e #ro$ ob=e!t .(ass to nstru$ent a*s

    5

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    ENGINEERING SURVEY 2 C 2005 / 1 /

    4ro$ these s$(ar tran.(es:

    i

    f

    s

    l=

    but l6 D (f + c),

    So9 the stada #or$u(a:i

    f

    s

    c)(f-D=

    +

    The ter$f / is a !onstant n the stada #or$u(a and s known as the stada or

    $u(t"('n. !onstant and $a' be denoted b' the (etter K% The ter$ ( f + c)"art(' o# the

    !onstant f and "art(' o# the arab(e c9 wh!h ares as the ob=e!t (ens s $oed n

    #o!usn.% oweer the araton n ! s s$a((9 es"e!a((' #or s.hts .reater than 10$9 and

    #or a(( "ra!t!a( "ur"oses $a' a(so be !onsdered a !onstant% The ter$ 3 f + c9 usua(('

    about B00 to F50$$ n ths te(es!o"e9 s known as the addte !onstant and $a' be

    denoted b' the (etter C% Ths redu!es the stada #or$u(a to the s$"(e (near euaton:

    CKsD +=

    #.(.#.% T)e Analactic &ens

    Do you know who J. Porro is?

    He is the man who invented the analactic lens

    in 1840.

    In order to sae the (abour o# $u(t"('n. the sta## nter!e"t ea!h t$e and the

    addn. the !onstant #or the "art!u(ar nstru$ent9 t wou(d obous(' be s$"(er # < wereto be 100 and CDero% Ths wou(d "rode a stada #or$u(a o# D6 100s and !a(!u(aton

    wou(d $ere(' !onsst o# $on. the de!$a( "ont o# the sta## nter!e"t readn. two

    "(a!es to the r.ht% -ost o# the erner nstru$ents st(( n use toda' do not hae an

    a!!urate K a(ue o# 1009 but $ost $odern ta!h'$eters .enera((' do% In 1F09 the

    e($naton o# the addte !onstant was a!heed b' an Ita(an9 H% orro9 when he

    nented the ana(a!t! (ens% The n!(uson o# a se!ond !one* (ens #*ed n re(aton to the

    7

    si

    fcfD =+ 3

    3 cfsi

    fD ++=

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    ob=e!t .(ass had the e##e!t o# brn.n. the a"e* o# the $easurn. tran.(e9 the ana(a!t!

    "ont9 nto e*a!t !on!den!e wth the ert!a( a*s o# the nstru$ent9 as ((ustrated n

    4.ure 1%5%

    4.ure 1%5 The ana(e!t! Te(es!o"e

    3Sour!e : and Sure'n.9 Ra$sa' H%% A(son

    The ter$f / i6 1/100 be!o$eK6 100% ,stan!e #or # and ! be!o$e s$(ar but n the

    o""oste sde% There#ore C 6 0% The stada #or$u(a wou(d now be!o$e KsD = 9 the

    addte !onstants are e($nated% Ths e*terna((' #o!usn. te(es!o"e s known as an

    ana(a!t! te(es!o"e%

    #.(.#.( Evalati-n -f Sta*ia C-nstants

    In $ost $odern sure'n. te(es!o"es the stada !onstant s des.ned to be 100 and

    the addte !onstant 0% To !on#r$ the a(ue o# these !onstants or to estab(sh the stada

    o# an o(d or a new nstru$ent9 the #o((own. #e(dwork shou(d be !arred out 34.ure 1%7

    4.ure 1%7 Ea(uaton o# Stada Constants9 < and C

    3Sour!e: &sas Ukur

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    ENGINEERING SURVEY 2 C 2005 / 1 /

    a Choose a #ar(' (ee( .round

    b Set out #our "e.s &9 >9 C9 and , on that .round% &> s 100$9 &C s F0$ and &,

    s J0$%! Set u" the ta!h'$eter oer the "e. at & and obsere to a sta## that he(d at C%

    d Not the sta## nter!e"ts%

    e Trans#er the sta## to , and note the sta## nter!e"ts%

    $istance Sta*ia Rea*in/ Staff Intercept

    F0

    J0

    1%7209 1%F2091%220

    1%8191%F2190%J81

    0%F00

    0%J00

    Tab(e 1 +bseaton ,ata

    3 Sour!e: &sas Ukur

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    &s he.ht d##eren!es between sta## "ostons and nstru$ent n!rease9 t w((

    be!o$e $"ossb(e to use the horDonta( (ne o# s.ht wh!h so #ar has on(' been

    !onsdered% In su!h !ase a ta!h'$eter $ust be used to "rode an n!(ned (ne o# s.ht

    and the an.(e o# e(eaton or de"resson $ust be re!orded% The stada #or$u(a $ust nowre#(e!t the an.(e o# n!(naton o# the (ne o# s.ht and two su!h !ases arse:

    a where the sta## s he(d ert!a((' at the #ar staton

    b where the sta## s he(d to the (ne o# s.ht #ro$ the nstru$ent

    #.(.#.0.# Incline Si/)ts 1it) T)e Staff Vertical

    4.ure 1%8 shows that an obseraton o# an n!(ned s.ht to a sta## he(d ert!a(('%

    &9 L and > are the readn.s on the sta## and &9 L and > are those wh!h wou(d haebeen taken had the sta## been swun. about L to "oston t at r.ht)an.(es or nor$a( to the

    (ne o# s.ht%

    In #.ure 1%89

    s6 the sta## nter!e"t &>

    h =the (en.th o# the !entre har readn. #ro$ the sta## base

    V 6 the ert!a( !o$"onent LY9 the he.ht o# the !entre har readn. aboe

    3or be(ow the nstru$ent a*s

    , 6 the (en.th o# the (ne o# s.ht IL

    =the horDonta( dstan!e reured%

    I 6 nstru$ent he.ht

    4.ure 1%8 In!(ne S.ht Ath The Sta## Vert!a(

    J

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    ENGINEERING SURVEY 2 C 2005 / 1 /

    Example 1:

    In this example, the value of hicannot be seen on the rod due to some

    obstruction. Here, a rod reading of 2.72 with a vertical angle of -6 7! was

    boo"ed, along with the h of #.72 and a rod interval of $.2%#., &alculate the

    hori'ontal distance and the vertical distance. (hen find the elevation for station .

    )igure #

    Solution:

    H * #$$scos2+

    * #$$ x $.2%# x cos26 7!

    * 2.m

    * #$$/20 s sin 2+

    * #$$ scos Msin M

    6 #$$ x $.2%# x cos 6 7!x sin 6 7!

    * -2.76m

    1..* 1..23 H.I 4 5 h

    * #.#6 3 #.72 3- 2.76 5 2.72

    * ##.%$

    11

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    ENGINEERING SURVEY 2 C 2005 / 1 /

    o, the elevation for station is ##.%$,

    #.(.#.0.% Incline Si/)ts 1it) T)e Staff -r,al

    4.ure 1% shows the obseraton on a sta## he(d nor$a( to an n!(ned (ne o#

    s.ht% The sa$e notaton a""(es as n #.ure 1%8%

    4.ure 1% In!(ne S.ht Ath The Sta## Nor$a( to The ne o# S.ht

    3Sour!e: and Sure'n.9 Ra$sa' H%% A(sonThs t$e the sta## readn. nor$a( to the (ne o# s.ht s the a!tua( readn. and does not

    hae to be redu!ed as n the "reous !ase% There#ore

    D6KsK C

    >ut 6Dkos M 3the dstan!e #ro$ "ont L to the ert!a( throu.h the sta## base

    6 3KsK C)!os M hsn M

    &s be#ore V 6Dsn M9 there#ore:

    V 6 3KsK C)sn M

    In nstru$ents where the addte !onstant C s Dero9 < 6 100 and the a(ue o# M s (ess

    than 10O 3the assu$"ton s .enera((' $ade that the ter$ h sn M s Dero9 these #or$u(ae

    !an be s$"(#ed as :

    12

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    6 100s !os M

    V 6 100ssn M

    To obtan the redu!ed (ee( at the sta## staton9 then the he.ht d##eren!e between the"onts s #rst redu!ed as #o((ows:

    ,##eren!e n he.ht9 d 6 % I% V h !os M

    #.(.%.( C-,paris-n -f Met)-*s

    C-n*iti-ns Staff -r,al2Staff Vertical

    a Ahen

    ho(dn. sta##

    Sta## !an be he(d ert!a((' wth .reater ease than n the nor$a(

    "oston%

    Its s$"(er to "(u$b a sta## wth a sta## bubb(e than ho(d the sta##

    nor$a( to a (ne o# s.ht%

    4or nor$a( ho(dn.9 t needs to be atta!hed wth a "ee")s.ht

    "er"end!u(ar to the #a!e o# the sta##9 so the sta##)$an !an s.ht

    towards the nstru$ent%

    In bush the "ee")s.ht $a' be obs!ured9 "reentn. nor$a( ho(dn.9

    wh(e the u""er "art o# the sta## s st(( aa(ab(e #or s.htn. n the

    ert!a((' he(d "oston% The nor$a( "oston $a' a(so be #ound b' swn.n. the sta## unt( the

    (owest "ossb(e readn. o# the !entre !ross har s obtaned% oweer9

    t s d##!u(t to s.na( to the sta##)$an the !orre!t "oston n the bush%

    C-n*iti-ns Staff -r,al2Staff Vertical

    b Redu!ton

    o#

    obseraton

    The ert!a( sta## redu!ton #or$u(ae are s$"(er than the nor$a(

    sta## redu!ton #or$u(a when the hsn M and h!os M are n!(uded

    n the nor$a( #or$u(ae%

    ! Care(ess

    sta## ho(dn.

    Errors o# dstan!e and e(eaton are er' $u!h $ore $arked when

    there s a deaton #ro$ the nor$a( "oston es"e!a((' on stee"

    s.hts%

    The nor$a( "oston $a' a(so be #ound b' swn.n. the sta## unt( the (owest

    "ossb(e readn. o# the !entre !ross har s obtaned% oweer9 t s d##!u(t to s.na( to

    the sta##)$an the !orre!t "oston n the bush%

    1B

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    #.(.% T)e Tan/ential S+ste,

    In ths s'ste$ the "ara(a!t! an.(e subtended b' a known (en.th o# sta## s

    $easured dre!t('% 4.ure 1%J shows the $ethod where obseratons are taken to anordnar' (ee((n. sta## he(d ert!a(('%

    4.ure 1%J The Tan.enta( S'ste$ o# Ta!h'$etr'

    3Sour!e: and Sure'n.9 Ra$sa' H%% A(son

    The nstru$ent s set u" and the ert!a( !r!(e s read on both #a!es to .e the

    an.(e o# e(eaton 3or de"resson to a who(e sta## .raduaton% Ths "ro!ess s re"eated to

    another who(e .raduaton to .e as (ar.e a sta## nter!e"t9 s9 as "ossb(e% 4ro$ the sta##nter!e"t and the two obsered ert!a( an.(es M and 9the horDonta( dstan!e $a' be

    !a(!u(ated as:

    &Y 6 tan M

    >Y 6 tan

    &Y >Y 6 s

    6 3 tan M tan

    tan3tan

    =s

    ortan3tan

    =s

    3 #or s.ht down h((s

    The d##eren!e n he.ht between the nstru$ent staton and the sta## staton s #ound as

    #o((ows :

    Vert!a( !o$"onent9 V 6 >Y 6 tan

    1F

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    ENGINEERING SURVEY 2 C 2005 / 1 /

    4.ure 1%10 The rn!"(es o# orDonta( ,stan!e -easure$ent3 Sour!e : Ukur

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    ENGINEERING SURVEY 2 C 2005 / 1 /

    4.ure 1%11 The e.ht ,##eren!e >etween Statons

    3 Sour!e : Ukur

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    Activit+ #a

    1%1 Ahat s $eant b' the ter$ ta!h'$etr'P

    1%2 E*"(an the bas! "rn!"(es u"on wh!h ta!h'$etr! $easure$ent are basedP

    1%B & ert!a( sta## s obsered wth a horDonta( e*terna( #o!usn. te(es!o"e at a

    dstan!e o# 112%FJ$% -easure$ents o# the te(es!o"e are re!orded as :

    +b=e!te to da"hra.$ 2B0$$

    +b=e!te to ert!a( a*s 150$$

    I# the readn.s taken to the sta## were 1%08B9 1%72J and 2%159 !a(!u(ate

    a the dstan!e a"art o# the stada (nes 3

    b the $u(t"('n. !onstant 3K

    ! the addte !onstant 3C

    1%F Ahat are the $an d##eren!es between the stada s'ste$ and tan.enta( s'ste$P

    1

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    ENGINEERING SURVEY 2 C 2005 / 1 /

    'ee*bac3 #a

    ' Ta!h'$etr' $eans sw#t $easure$ent where he.ht and dstan!es between

    .round $arks are obtaned b' o"t!a( $eans on('%

    ' The ta!h'$etr' $easure$ents are based on the !o$$on "rn!"(e o# the sos!e(es

    tran.(e% The "er"end!u(ar bse!tor o# the base s dre!t(' "ro"ortona( to the

    (en.th o# ths base% I# the base (en.th and "ara(a!t! an.(e are known9 then the(en.th o# the "er"end!u(ar bse!tor !an be !a(!u(ated%

    1J

    Tr' 'our best toanswer these

    uestons%

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    ENGINEERING SURVEY 2 C 2005 / 1 /

    ,stan!e &> 6 ? 3Cd * Cot @/2

    I# dstan!e &> 6 ,9 dstan!e Cd 6 S 9so

    , 6 ? S Cot @/2

    Ahereb'

    , 6 dstan!e between two "ont

    S 6 base (ne

    @ 6 "ara(a!t! an.(e

    ' 4ro$ euatonD = Ks + C

    6 53 cfsi

    f++

    3 cfD

    fsi

    +=

    150%02B0%03FIJ%112

    08B%11I5%232B0

    +

    =

    BI0%0FI%112

    100%132B0

    =

    6 2%B $$

    There#ore9 100B%2

    2B0===

    i

    fK

    20

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    I!"T

    ENGINEERING SURVEY 2 C 2005 / 1 /

    C 6 # K! 6 2B0K150

    6 B0$$

    1%F

    In the stada s'ste$9 the a"e* an.(e o# the $easurn. tran.(e s de#ned b' the

    stada hars on the te(es!o"e da"hra.$% The base (en.th s obtaned b' obsern.

    the nterse!ton o# the stada hars on the $a.e o# the $easurn. sta## seen n the

    te(es!o"es #e(d or ew% The tan.enta( s'ste$ n wh!h the a"e* an.(e subtendedb' a bas! o# known (en.th s a!!urate(' $easured9 usua((' wth the sn.(e)se!ond

    theodo(te% In order to obtan the dstan!e between nstru$ent and base9 the

    tan.ent o# the an.(e or an.(es obsered $ust be used n the !a(!u(aton%

    Well done. You have done a good job!!

    #.0 STA$IA 'IE&$ !RACTICE

    Stada ta!h'$etr' s $an(' used n sure'n. deta(s n se(e!ted areas% &deuate

    horDonta( and ert!a( !ontro(9 su""(ed b' traersn. and (ee(n. s reured to orentate

    the sure' and to "rode staton (ee(s% It s best suted to o"en .round where #ew hard

    (ee(s are reured%

    21

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    ENGINEERING SURVEY 2 C 2005 / 1 /

    " 4na((' redu!e the notes 3!o$"ute horDonta( dstan!es and e(eaton a#ter

    #e(d hours and !he!k the redu!tons%

    4.ure 1%12 Stada 4e(d Aorks%

    3Sour!e: Ukur aharn -oha$$ad

    2B

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    C 2005 / 2 /

    ENGINEERING SURVEY 2

    #.0.% Rec-r*in/ -f Observati-n

    Stada ta!h'$etr' s best booked n tabu(ated #or$ as be(ow%

    Stati-n an*

    Instr,ent

    Hei/)t

    H-ri5-ntal

    An/le 678

    Vertical

    an/le

    Mi**le

    Sta*ia

    rea*in/

    Sta*ia

    rea*in/

    6a 9pper

    rea*in/8

    b: l-;er

    rea*in/8

    H-ri5-ntal

    &en/t)

    H < 4s

    C-s%=:C

    Vertical

    *ifference

    VH < Hi

    ?V:)

    Re*ce*

    level -f

    stati-n

    Re*ce*

    level -f

    p-int

    Re,ar3s

    Staton 2

    1%5F2$

    50 2B 00 K B1 0%7$ a) 0%J0

    b) 0%B10

    58%J71$ 1%501$ 2%FFB$ 100 102%FFB$ Staton 1)

    !ontro( staton

    BFB 25 00 )J2 B2 0%5$ a) 0%551

    b) 0%FFJ

    10%07$ )1%15B$ )0%111$ JJ%J$ a) besde

    drana.e

    BF2 58 00 ) J7 B7 0%F$ a)0%F5F

    b)0%BF7

    10%758$ )1%2BB$ )0%0J1$ JJ%J0J$ b) besde

    drana.e

    B58 00 00 )J7 20 0%$ a)0%B8

    b) 0%87B

    8%BF0$ )0%11$ )0%07J$ JJ%JB1$ !) road sde

    B05 B1 00 )JF 2 1%2$ a)1%2F2

    b)1%5F

    %B5B$ )0%752$ )0%B10$ JJ%7J0$ d)tree 3radus)

    2%8$

    21F 17 00 )JF B8 1%2$ a) 1%2B0

    b) 1%180

    5%J71$ )0%F1$ )0%1BJ$ JJ%71$ e) besde

    drana.e

    220 B8 00 )JF 05 1%B$ a) 1%B27

    b) 1%28F

    5%18F$ )0%B7J$ )0%128$ JJ%8B$ #) besde

    drana.e

    250 B7 00 )JF 07 1%B$ a) 1%BBF

    b) 1%277

    7%875$ )0%F5$ )0%2FB$ JJ%858$ .) (a$" "ost

    255 27 00 )JF 2B 1%B a) 1%B2B

    b) 1%288

    F%58B$ ))0%B51$ )0%10J$ JJ%J1$ h) road sde

    Tab(e1%1 Ta!h'$etr' Stada -ethod >ookn.

    3Sour!e: Ukur aharn -oha$$ad

    2F

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    ENGINEERING SURVEY 2 C 2005 / 1 /

    wth the (en.th o# s.ht% The obous so(uton s to ($t the (en.th o# s.ht

    to ensure a .ood reso(uton o# the .raduatons%

    Error n the deter$naton o# the nstru$ent !onstants

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    ENGINEERING SURVEY 2 C 2005 / 1 /

    4.ure 1%1B Errors In E(eaton%

    3Sour!e : En.neern. Sure'n.9 A% S!ho#e(d

    #. !&OTTIG

    ter the #e(d obseratons9 the !o((e!ted data $ust now be "ro!essed% The

    traerse !(osure s !a(!u(ated and then a(( ad=usted a(ues #or northn.9 eastn. and

    e(eatons are !o$"uted $anua((' or b' !o$"uter "ro.ra$s% ter that9 the data s

    "ro!essed b' usn. so#tware su!h as TRS and &uto!ad% &(( the deta(s !an be "(otted the

    #o((own. wa'%

    a (ottn. Contro( Staton%34.ure 1%1F

    (a!e the !ontro( staton on a .rd "a"er%

    The .rd "a"er s "rnted wth .rd (nes at 1$$ ntera(s%

    Ahen "(ottn. on .rd "a"er9 the statons are de#ned b' usn. the

    !oordnate s'ste$%

    Staton 1 s assu$ed as the or.n whereb' !oordnate * s 1000$ and

    !oordnate ' 1000$% The "oston o# staton s "(otted startn. #ro$ the(ower (e#t !orner o# the .rd "a"er%

    S!a(n. a(on. the *)a*s #ro$ !oordnate * staton 19 "(ot the !oordnate o#

    staton 29 L2% Usn. the sa$e wa' a(so "(ot !oordnate Y2% Re"eat ths

    ste" #or staton B and staton F

    28

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    ENGINEERING SURVEY 2 C 2005 / 1 /

    4.ure 1%1F ,eter$naton +# Staton oston +n Grd a"er%

    3Sour!e: Ukur aharn -oha$$ad

    b ,eta(n. 34.ure 1%15

    Instead o# usn. !oordnates9 "(ottn. !an be done b' s!a(n. the bearn. and

    dstan!es o# a deta(%

    Nor$a((' a "rotra!tor and a s!a(e ru(er are needed n "(ottn.%

    (a!e the !r!u(ar "rotra!tor wth ts !entre staton 2 and the Dero (ned u"

    wth the re#eren!e staton 2)1%

    -ark the bearn. o# a on the "a"er a.anst the "rotra!tor ed.e%

    Re$oe the "rotra!tor and draw the dre!ton o# the (ne 2)a% S!a(e the

    dstan!e and "(ot the "oston o# a%

    Re"eat the sa$e ste"s when $arkn. o## "ont !)=%

    4na(('9 =on the "onts to #or$ the deta(%

    2

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    ENGINEERING SURVEY 2 C 2005 / 1 /

    4.ure 1%15 ,eta(s (ottn. +n Grd a"er%3Sour!e: Ukur aharn -oha$$ad

    ! Contours

    ter $arkn. a(( the deta(s9 the !ontours need to be "(otted%

    Contours are (nes on a $a" re"resentn. a (ne =onn. "onts o# eua(

    he.ht on the .round% Ths $ethod s $ost !o$$on(' ado"ted #or (ar.er

    areas%

    Redu!ed (ee( s "(a!ed besde deta(s and the he.ht o# ea!h "ont s

    s"otted%

    4na(('9 !ontour (nes are "(otted b' usn. the nter"o(aton $ethod%

    d re"araton o# Tt(e >(o!k on Tra!n. a"er%

    &(( to"o.ra"h' and en.neern. drawn.s hae tt(e b(o!ks%

    Usua((' the tt(e b(o!k s "(a!ed n the r.ht !orner o# the "(an9 wh!h a(so

    has the (o.o !(ent9 "ro=e!t na$e9 date o# "ro=e!t and other deta(s%34.ure

    1%17%

    2J

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    ENGINEERING SURVEY 2 C 2005 / 1 /

    Resons to the "(an are usua((' re#eren!ed $$edate(' aboe the tt(e

    b(o!k9 shown. the date and a bre# des!r"ton o# the reson%

    The tt(e b(o!k s o#ten o# standard sDe and has a #or$at s$(ar to that n

    #.ure 2%F%

    &(( the drawn.s on tra!n. "a"er are done $anua((' b' usn. the

    te!hn!a( "ens wth Indan nk or b' usn. &utoCad so#tware%

    The sDe o# the te!hn!a( "en s deter$ned based on te*ts and (nes

    reured n a drawn.%

    4.ure 1%17 Tt(e >(o!k

    3Sour!e: Ukur aharn -oha$$ad

    e 4na( drawn.%

    ter !o$"(etn. the tt(e b(o!k9 trans#er a(( the drawn.s #ro$ the .rd

    "a"er to tra!n. "a"er%

    Then9 wrte the addtona( te*t or draw (nes and s'$bo(s n that drawn.%

    The te*ts re#er to the na$e o# bu(dn.9 road9 and a(ues o# he.ht and

    !ontour ntera(s%

    (ot the te*t horDonta((' #or a(( a(ues e*!e"t the a(ue o# he.ht%

    Eer' deta( has (nes o# d##erent t'"es and sDes% 34or e*a$"(e9 the root

    (ne o# hed.e s shown n b(a!k and the out(ne n .reen

    4na(('9 "(ot the deta(s b' usn. a "(otter% 34.ure 1%18%

    B0

    S!a(e

    ,re!ton

    Grd a(ueo o !(ent

    (an nu$ber

    (an tt(e

    ,atu$ e* (anaton

    e end

    E*"(anaton o# obseraton9 and Sure'

    4r$9 Na$e o# sure'or9 date9 "(an re#eren!enu$ber and others%

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    ENGINEERING SURVEY 2 C 2005 / 1 /

    4.ure 1%18 ,eta(s That (ot +n & )en (otter%

    3Sour!e: Sure'n. Ath Constru!ton &""(!aton9 >%4%

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    ENGINEERING SURVEY 2 C 2005 / 1 /

    At stati-n &

    Gri* ref E F009 NB00

    1eat)er C(oud'9!oo(

    Stn level 6R&8 B0%F$ +,

    Ht -f inst 6)i8 1%F2$

    ADis level 6R& )i8 B1%J0$3&*

    Srve+ Canbur' ark

    Srve+-r H% S-IT

    $ate 12%12%B

    Staffp-int

    An/les -bserve* Staff rea*in/s

    Staffintercept

    H-ri5-ntal$istance

    4s c-s%=

    VerticalAn/le

    42% s sin

    % =

    Re*ce*level

    Re,ar3H-ri:

    5-ntal

    Vertical

    circle

    Vertical

    an/le

    s , V &* V)hR+ 0 00 Staton >

    1 FO12 J5O20 )5O20

    1%JF2

    1%F0F

    0%77

    1%087 107%78 )J%J7 20%5F Ed.e o#

    "ond

    2 0O02 JBOF0 )BOF0

    0%JJ

    0%7F0

    0%21

    0%818 81%F1 )F%5 27%7 Ed.e o#

    "ond

    B 108O57 BO20 K7OF0

    1%710

    1%217

    0%22

    0%8 88%8F KJ%0J BJ%88 Ed.e o#

    "ond

    Tab(e 1%2 >ookn. +# 4e(d ,ata

    3Sour!e : En.neern. Sure'n.9 A% S!ho#e(d

    4.ure 1%1 ,eta( Sure'

    3Sour!e : En.neern. Sure'n.9 A% S!ho#e(d

    B2

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    ENGINEERING SURVEY 2 C 2005 / 1 /

    #..% C-nt-rin/

    Contourn. s !arred out e*a!t(' the sa$e $anner as aboe9 but wth $an' $ore

    s"ot shots a(on. ea!h rada( ar$ 34.ure 1%1J% The ar$s are turned o## at re.u(ar an.u(ar

    ntera(s9 wth the sta## $an obtann. (ee(s at re.u(ar "a!ed ntera(s a(on. ea!h ar$

    and at ea!h dstn!t !han.e n .radent% Subseuent !o$"utaton o# the #e(d data w(( #*

    the "oston and (ee( o# ea!h "ont a(on. ea!h ar$9 wh!h $a' then be nter"o(ated #or

    !ontours%

    4.ure 1%1J Contourn.

    3Sour!e : En.neern. Sure'n.9 A% S!ho#e(d

    #.F '"RTHER O!TICA& $ISTACE:MEAS"RIG E"I!MET

    #.F.# $irect:Rea*in/ Tac)+,eters

    ,re!t)readn. ta!h'$eters or se(# redu!n. ta!h'$eters as the' are a(so !a((ed9

    hae !ured (nes re"(a!n. the !onentona( stada (nes% 4.ure 1%20 ((ustrates one

    "art!u(ar $ake9 n wh!h the outer (nes are !ures to the #un!ton !os2and the nner

    !ures are to the #un!ton sn!os% Thus the outer !ure sta## nter!e"t s not =ust S but S

    !os2% en!e9 one need on(' $u(t"(' and nter!e"t readn. b'

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    ENGINEERING SURVEY 2 C 2005 / 1 /

    There are other $akes o# nstru$ents wh!h hae d##erent $ethods o# dern. at

    the so(uton% oweer9 the ob=e!te re$ans the sa$e)to e($nate !o$"utaton% It

    shou(d be noted that there s no $"roe$ent n a!!ura!'%

    4.ure 1%1J +uter nes o# ,re!t)readn. ta!h'$eters

    3Sour!e: En.neern. Sure'n.9 A% S!ho#e(d

    #.F.% Vertical:Staff !recisi-n Tac)+,eter.

    The ert!a()sta## ta!h'$eter as "rodu!ed b'

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    ENGINEERING SURVEY 2 C 2005 / 1 /

    4.ure 1%20 orton o# Vert!a()Sta## re!son Ta!h'$eter%

    3Sour!e: En.neern. Sure'n.9 A% S!ho#e(d

    #.F.( T-tal Stati-n

    Ahen e(e!tron! theodo(tes are !o$bned wth nter#a!ed E,-Is and an

    e(e!tron! data !o((e!tor9 the' be!o$e e(e!tron! ta!h'$eter nstru$ents) Tota( Statons%

    The tota( statons !an read and re!ord horDonta( and ert!a( an.(es to.ether wth the

    s(o"e dstan!es% The $!ro"ro!essors n the tota( statons !an "er#or$ a aret' o#

    $athe$at!a( o"eratons9 #or e*a$"(e9 aera.n. $u(t"(e an.(e $easure$ent9 aera.n.

    $u(t"(e dstan!es $easure$ent9 deter$nn. L9 Y9 Q !oordnates and others% The data!o((e!ted !an be hand(ed b' a de!e !onne!ted b' !ab(e to the ta!h'$eter but $an'

    nstru$ents !o$e wth the data !o((e!tor bu(t nto the nstru$ent%

    ,ata are stored on board nterna( $e$or' about 31B00)"onts and on $e$or'

    !ards 3about 2000 "onts "er !ard% The data !an be dre!t(' trans#erred to the !o$"uter

    #ro$ the tota( staton a !ab(e9 or the data trans#erred #ro$ the data stora.e !ards #rst to

    a !ard reader)wrter and #ro$ there to the !o$"uter% Ths se!ton w(( be ds!ussed #urther

    n Unt 7%

    B5

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    ENGINEERING SURVEY 2 C 2005 / 1 /

    4.ure 1%21 Tota( Staton

    3Sour!e: Sure'n. Ath Constru!ton &""(!aton9 >%4%

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    ENGINEERING SURVEY 2 C 2005 / 1 /

    Activit+ #b

    1%5 st down 5 ste"s that are needed to "rodu!e a to"o.ra"h! $a"%

    1%7 The #o((own. obseratons were taken wth a ta!h'$eter9 han. !onstants o#

    100 and Dero9 #ro$ "ont & to > and C% The dstan!e >C was $easured as 158$%

    &ssu$n. the .round to be a "(ane wthn the tran.(e &>C9 !a(!u(ate the horDonta(

    dstan!e and ert!a( dstan!e #or &>%

    At T- Staff rea*in/s 6,8 Vertical An/le& > 1%F9 2%8B9 B%J K 8B7C 2%09 2%29 B%57 )52F

    1%8 In ta!h'$etr' sure'9 the a!!ura!' o# stada obseraton s a##e!ted b' seera(

    sour!es o# error% ,es!rbe B o# these errors%

    1% ,es!rbe the "ro!edure to $"(e$ent the stada #e(d work n ta!h'$etr' sure'%

    B8

    Look for the

    solutions

    now.

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    ENGINEERING SURVEY 2 C 2005 / 1 /

    'ee*bac3 #b

    1%5 There are 5 ste"s to "rodu!e a to"o.ra"h! $a"%a (ottn. Contro( Staton

    b ,eta(s "(ottn.

    ! Contoursd re"araton o# tt(e b(o!k on tra!n. "a"er%

    e 4na( drawn.

    1%7 orDonta( dstan!e &> 6 100 * S !os2

    6 100 * 3B%J 1%F !os2 8B7 6 2F7 $

    Vert!a( dstan!e &> 6 2F7 tan 8B7

    6 KB2%$

    1%8 There are three knd o# errors:

    a Care(ess sta## ho(dn.% Ths s $n$Ded b' usn. sta## bubb(es%

    b Error n readn. the stada nter!e"ts% Ths sour!e o# error w(( n!rease wth

    the (en.th o# s.ht% The obous so(uton s to ($t the (en.th o# s.ht to

    ensure .ood reso(uton o# the .raduatons%

    ! E##e!t o# d##erenta( re#ra!ton on the stada nter!e"ts% Ths s $n$Ded b'kee"n. the (ower readn. 1 to 1%5$ aboe the .round%

    1% Estab(sh F !ontro( statons 3staton 19 staton 29 staton B and staton F b' usn.wooden "e.s%

    I$"(e$ent horDonta( !ontro( networks on ea!h% Re!ord the data n a #e(d book%

    ter that9 $"(e$ent the (ee((n. "ro!ess to .et the e(eaton o# ea!h staton%

    Re!ord the obseratons n the #e(d book%

    Now9 use ether stada ta!h'$etr' $ethod or stada e(e!tron! $ethod to set the

    theodo(te oer staton 2%

    -easure the he.ht o# the theodo(te at staton 2 as 2wth a stee( ta"e%

    Set the horDonta( !r!(e to Dero%

    S.ht the re#eren!e staton 3Staton 1 at 0O00%

    S.ht the stada "ont to Staton B b' (oosenn. the !(a$" 3!(a$" s t.ht%

    S.ht the $an horDonta( har rou.h(' on the a(ue o# h9 then $oe the (ower har

    to the !(osest een #oot 3de!$eter $ark%

    Read the u""er har9 deter$ne the rod ntera(9 and enter the a(ue n the notes%

    S.ht the $an horDonta( har "re!se(' on the h a(ue%

    B

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    ENGINEERING SURVEY 2 C 2005 / 1 /

    Self Assessment

    1 Ta!h'$etr' s used to deter$ne the e(eaton o# the nstru$ent staton > base on

    e(eaton o# staton &% E*"(an the ta!h'$etr' stada #or$u(a be(ow b' usn.

    ((ustratons%

    R%%>6 R%%&K %I K V h

    Ahere:

    R%%> 6 e(eaton o# the nstru$ent staton >

    R%%&6 e(eaton o# the nstru$ent staton &

    %I%6 nstru$ent he.ht

    h =the (en.th o# the !entre har readn. #ro$ the sts## base

    V 6 the ert!a( !o$"onent LY9 the he.ht o# the !entre har readn. aboethe nstru$ent a*s

    2 & (ne o# thrd order (ee((n. s run b' theodo(te9 usn. ta!h'$etr' $ethods

    wth a sta## he(d ert!a(('% The usua( three sta## readn.s o# !entre and both stada

    hars are re!orded to.ether wth the ert!a( an.(e 3V&% & se!ond a(ue o# he.ht

    d##eren!e s #ound b' a(tern. the te(es!o"e e(eaton and re!ordn. the new

    readn.s b' the ert!a( !r!(e and !entre har on('%

    The two a(ues o# the he.ht d##eren!es are then $eaned% Co$"ute the d##eren!e

    n he.ht between the "onts & and > #ro$ the #o((own. data:

    The stada !onstant are :$u(t"('n. !onstant 6100; addte !onstant 6 0%

    Bac3si/)ts

    VA

    Staff '-resi/)ts

    VA

    Staff Re,ar3s 6all

    ,easre,ents in ,8

    K 0O 02 00W 1%J0

    1%F18 ont &

    0%JF5

    K0O 02 00W 1%J0

    )0O 1 00W B%10J ont >

    2%0120%J1F

    0O 00 00W B%171

    3he.ht d##eren!e between the two ends o# theodo(te ra' 6 100s !os M sn M9 where s6

    stada nter!e"t and M 6 V&

    B The rod readn. $ade to !on!de wth the a(ue o# the hi9 s t'"!a( o# J0 "er!ent

    o# a(( stada $easure$ents% In #.ure 19 the ert!a( an.(e s K 1O B7 and the rod

    F0

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    ENGINEERING SURVEY 2 C 2005 / 1 /

    ntera( s 0%F01% >oth the rod hiand the rod readn. 3R%R% are 1%82$% Ca(!u(ate

    the horDonta( dstan!e and the ert!a( dstan!e% Then #nd the e(eaton #or

    staton 2%

    %

    'i/re %

    F & theodo(te has a ta!h'$etr' !onstant o# 100 and an addte !onstant o# Dero%

    The !entre o# readn. on a ert!a( sta## he(d on a "ont > was 2%2J2$ when

    F1

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    'ee*bac3 t- Self Assess,ent

    ENGINEERING SURVEY 2 C 2005 / 1 /

    s.hted #ro$ &% I# the ert!a( an.(e was K25and the horDonta( dstan!e &> s

    1J0%B27$9 !a(!u(ate the other sta## readn.s and thus show that the two nter!e"t

    ntera(s are not eua(% Usn. these a(ues !a(!u(ate the (ee( o# > # & was

    B8%J5$ and the he.ht o# the nstru$ent 1%B5$%

    5 The tab(e be(ow shows a ta!h'$etr' stada #e(d bookn.% Co$"(ete the tab(e

    be(ow and !a(!u(ate e(eaton o# ea!h "ont%

    Stati-n

    an*

    instr:

    ,ent

    )ei/)t

    H-ri:

    5-ntal

    An/le

    678

    Vertical

    an/le

    Mi**le

    Sta*ia

    rea*in/

    a 9pper

    rea*in/

    b: l-;er

    rea*in/

    H-ri5-nt

    al &en/t)

    H < #s

    C-s%=:C

    Vertical

    *ifference

    Vesde

    road

    1801)J

    F1%120

    1%252

    1%000a$" "ost

    12021 8 F7 2%2022%F85

    2%100

    Centre

    (ne

    F2

    How to

    answer

    this???

    Try your best

    to find thesolution.

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    ENGINEERING SURVEY 2 C 2005 / 1 /

    1

    The #.ure aboe shows

    R%%>6 R%%&K %I K V h

    Ahere:

    R%%> 6 e(eaton o# the nstru$ent staton >

    R%%&6 e(eaton o# the nstru$ent staton &%

    %I%6 nstru$ent he.ht

    h =the (en.th o# the !entre har readn. #ro$ the sta## baseV 6 the ert!a( !o$"onent LY9 the he.ht o# the !entre har readn. aboe

    the nstru$ent a*s

    2 V 6 100s sn M !os M

    6 50s sn 2 M

    To &9 V 6 50 31%J0 )0%JF5 sn 0O 0F 00W

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    ENGINEERING SURVEY 2 C 2005 / 1 /

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    4.ure 1

    4ro$ bas! euaton9 C, 6 100s !os2M

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    In!(ned dstan!e CE 6 C, se! !os225

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    6 S1 6 %8FJ 8%J5F

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