Horizontal Distance
Horizontal Distance
Measurement
Measurement
Tape
Tape
Odometer
Odometer
Subtense Bar
Subtense Bar
Stadia
Stadia
EDM
EDM
Distance Measurement
Distance Measurement
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• Older technologies “ quick Older technologies “ quick look”look” •
• Pacing !"#Pacing !"#
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• Optical range$inders ! "#Optical range$inders ! "#
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• Odometers !%##Odometers !%##
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• Tacheometr& ' stadia ! "##Tacheometr& ' stadia ! "##
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• Subtense bar ! (###Subtense bar ! (###
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• Tapes ! !#)###Tapes ! !#)###
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• Modern Modern TTechnologyechnology::
- Electronic Distance Measuring (EDM) devices: 2 +2
- Electronic Distance Measuring (EDM) devices: 2 +2
Devices and accuracy:
Distance Measurement
Distance Measurement
•
• Older technologies “ quick Older technologies “ quick look”look” •
• Pacing !"#Pacing !"#
•
• Optical range$inders ! "#Optical range$inders ! "#
•
• Odometers !%##Odometers !%##
•
• Tacheometr& ' stadia ! "##Tacheometr& ' stadia ! "##
•
• Subtense bar ! (###Subtense bar ! (###
•
• Tapes ! !#)###Tapes ! !#)###
•
• Modern Modern TTechnologyechnology::
- Electronic Distance Measuring (EDM) devices: 2 +2
- Electronic Distance Measuring (EDM) devices: 2 +2
Devices and accuracy:
Tape Measurement
Tape Measurement
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•
*ccurac& and speed considerations $or
*ccurac& and speed considerations $or
ci+il engineers,
ci+il engineers,
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•
Sources o$ Errors
Sources o$ Errors
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• -ncorrect length o$ the tape-ncorrect length o$ the tape
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• Temperature di$$erenceTemperature di$$erence
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• SagSag
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• Poor alignmentPoor alignment
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• Tape not hori.ontalTape not hori.ontal
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Odometer and Subtense Bar
• The idea o$ an odometer, • Subtense bar a % m rod, • Distance /0 cot1'%2 m,!"u#tense $ar
Distance H % cot( &2) m'
&2
&2
tan ( &2) % (&2) & H
H % (&2) & tan( &2) * % 2 m, then
H % & tan (&2) % cot (&2)
H
Example:
.hat is the
horizontal distance #et.een and $ i the angle .as
Stadia
• 3hapter 1!42
• Principle o$ the Stadia
• Horizontal Distance = 100 rod intercept $or a
hori.ontal line o$ sight and a +ertical rod
• S&mbols
• 1-2 rod intercept) or stadia inter+al • 1i2 spacing bet5een stadia hair
• 1$'i2 0 k 0 !## stadia inter+al $actor
Electronic Distance Measurement
•Earl& t&pes
• Transmit light) measure up to %" miles • Transmit micro5a+es) measure up to "#
miles
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3lassi$ication o$ EDM
• Electro8optical laser or in$ra red re$lected
$rom passi+e prism or sur$aces) the 9S has installed a prism on the moon,
• Micro5a+e t5o positi+e units) :PS
replaced them $or most engineering
Distance Computation
• ;e onl& measure the phase angle shi$t
1change2 ) di$$erent signals o$ 5a+e length !# !## !### !#)### m are sent, Each $raction
pro+ides a digit1s2,
• (Phase shift / 360)*wave length = non coplete
c!cle length"
The Idea:
To measure the distance bet5een t5o points 1*2
and 1B2 the EDM on point 1*2 sends
electromagnetic 5a+es, The 5a+es recei+ed at
1B2 are re$lected back or resent to 1*2 b& a
de+ice on 1B2,
Electronic Distance Measurement EDM
•0no.ing the seed o electromagnetic .aves in
the air, the EDM comutes the distance #y
measuring the time dierence or the shit o the
.ave hase angle (.ill #e e1lained in details
later)'
hase ngle 3 43 53 263 ssume that % 2 m
* % 53, it corresonds to a distance % (53&783) 9 % 3' m * 2 % 7;, it corresonds to a distance % (7;&783) 9 % 3'6; m * 7 % 23, it corresonds to a distance % (53&783) 9 % '77 m
Distance 0 >elocit& ? Time 0 11@ ?
2 6
2 ' %
;here
is a $raction o$ 5a+e length 0
1
'(4#2 ?
@ is the number o$ $ull c&cles) ambiguit&A
Basic relationships
"ince is divided #y 2, so is , .e call &2 “effective wave length”
EDM Mounted on a theodolite
The angle #et.een the rays and < is
dou#le the angle #et.een the t.o mirrors %
2 943
% 53
=otice that the o#>ects .ill loo? uside
do.n, notice the #o1 at the tail o the arro.
<
Aiming at a rism thro!gh th" t"l"sco" of a total station in a zoo#
Reflectors (Prisms)
$rism an% sighting targ"t
@ully rotating rism
• * re$lector might include a single
prism or a group o$ prisms
• e$lectors can be a simple re$lecting
paper8sticker) the& are called sheet8 prisms) paper prism) or re$lecti+e sheeting, >er& instrumental in
construction sites and de$ormation monitoring o$ structures,
EDM Accuracy
• (mm) and (ppm is the most common
,
• Estimated error in distance 0
Ei% 6 e
r % 6 ec% 6 1 pp C D2%
• ;here Ei and er are the centering errors o$ the
instrument and the re$lector) ec is the constant error o$ the EDM) and PPM is the scalar error o$ the EDM
E7ample 48" page !"4 i$ the estimates errors o$ centering the instrument and target 5ere (mm and "mm respecti+el&) the EDM had a speci$ied error o$ 1%mm 6%ppm2 5hat is the estimated error in measuring =%,(%F mA
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Prism constant
consideration,
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Total station >s EDM,
•Data collectors,
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