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Introduction
ī Total station or electronic tachometer = Electronic
theodolite (Electronic distance measuring devices EDM) +
Microprocessor with memory unit.
īIt has helped to set the stage for modern data collection
and processing.
īIts introduced and famous at the year of 1960âS by carl
zeiss.
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Basic principle:
ī Telescope is attached to scales for measuring the angles of
rotation of telescope (Normally at N).
īRotate the telescope to aim at a target and note the angles.
īThe EDM instruments transmits an infrared beam which is
reflected back to the unit with the help of the prism.
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Cont....
īThe EDM calculated the distance by the time.
īMicroprocessor used to store the data and instruments can
display the sloping distance, horizontal and vertical distance,
difference in elevation and coordinates.
īIt is used to reduced error and recollect the data's.
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Classification or types of Total station:
īManual Total station
īSemi-automatic Total station
īAutomatic Total station
īServo-Driven Total station
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Manual Total station
īOldest total station
īNecessary to read the horizontal and vertical angles manually
īOnly Slope distance read electronically
Semi-automatic Total station
īHorizontal circle had to be read manually and vertical circle
readings where shown digitally
īSlope distance read electronically
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Automatic Total station
īCommonly used
īRead automatically Slope distance, Horizontal, vertical
distance, angles coordinates etc..
Servo-Driven Total station
īAdvance of automatic total station.
īIts suitable for intense mapping.
īAuto tracking feature is the recent advancement.
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Electro optical EDM system:
īIts mostly used by the civil engineers
īThe measure length varying from 1km to 60km.
īAs with microwave instruments all need line of sight
conditions.
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The main components are
1. A light sources
2. Visible light
3. Produced by the tungsten lamp
4. Xeon flash tube or laser light or infra red light
5. A light modulator
6. Optical parts for transmitting and receiving the modulated
light
7. Photomultiplier ,phase meter and a readout unit.
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īMost short-range instruments were introduced after the
development of luminescent gallium arsenide diode.
īThis diode emits an infra red carrier beam which can be
amplitude modulated directly, because the intensity of light
emitted is proportional to the current fed to the diode.
īThe infra-red beam is reflected at the remote station, normally
by a prism and returned to a photodiode.
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īThe alignment between the infra-red beam and prism is the
only problem.
īTo introduce 360 degree prism to reduce the problem.
īAll the EDM systems measure the slope distance (s) along the
carrier wave.
īSet the pole with based on the ground.
īH = S cos θ also V = S sin θ
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Microwave EDM system:
īImportant position in land surveying because its measured
from 50m to 50km
īMeasurements consist of both ends with uses master at one
end and remote at other end.
īAn operator is required at each inter communication being
possible by means of built in radio telephones.
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Cont....
īSignal is transmitted from master received by the remote and
transmitted back to the master
īThis displays is usually calibrated to read out directly in metre.
īOperators are major roll in this method.
īCarrier wave adopted typically about 10GHz âW.length 0.03m
īFrequency modulation 7.5 or 15MHz
īPhase resolution 0.1% - Basic position about 0.01m.
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EDM principle:
1. Pulse method
2. Phase difference method
ī All the equipment are based on the principle that the distance
D is equal to the product of velocity (v) and time (t).
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Pulse method:
ī Its simple concept that the distance is a product of velocity and
time.
īRadiation is transmitted to a reflector target and transmitted back
to the receiver along a parallel path
īDistance is measured by velocity of the signal and the complete
time taken for the travel.
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Cont.....
īDistance is depending on the velocity of light and time
īConsidering approximate value of 3x10 6 m/s
īSpeed light 10-10s
īEqual to 15mm distance
īThe distance that can be measured is largely a function of the
power of the pulse.
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Phase difference method:
ī Speed of light in vacuum is well known but the measurements
are taken not in vacuum thus correction for atmospheric conditions
are to be made.
īThe greet speed of the light it is not possible to directly measure
the time taken for the travel.
īTo solve this problem by phase difference between the
transmitted and received signals.
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Cont....
ī difference wave lengths are used to determine the distances.
īEDM instruments whether infra-red or microwave adopt this form
of measurement.
īElectro magnetic waves are transmitted to a retro-reflector (single
or multiple prisms) which immediately return back to the
transmitting instruments.
īDistance calculated and comparing the phase shift of the
transmitted and the reflected signals and the time.
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Working principles of Total station:
1. Salient parameters
2. Setup of a Total station
3. Setting up a back sight with Total station
4. Initial setting of Total station
5. Measurement of angle and distance
a) Horizontal angle
b) Vertical angle
c) Slope distance
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Salient parameters:
ī The total station measures horizontal angles and vertical angles of
the LOS from the centre of the instrument to the target on a point to
measure.
īThe CPU computer coordinate (E,N,H) and refer total station
coordinate (Eo,No,Ho) and using the measured polar coordinates
(SD,Hz,V) instrument height, target height, several correction factors
and constants.
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Setup of a Total station:
ī An adequate instrument station is chosen.
īNecessary precautions are to be taken in locating the station for the
comfortable use of observer.
īTripod are stretched and levelled at comfortable height.
īFix the centring at use of tripods legs.
īFix the Total station at the head of tripod with a built-in plummet.
īAdjust the three screws by adopting the conventional procedure.
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Cont......
ī switch on the laser plummet and rotate the Total station to check
the cantered within 1cm from the reference point.
īUse the plate level for final levelling and check the centring.
īRotate the Total station at 180Âē and check the centring and adjust
by using fixing screws.
īCheck the instrument height and check the plate level during
measurement at time to time
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Setting up a back sight with Total station:
ī A BS is the reference point for the horizontal angle.
īAt beginning of new survey a BS can be set at an arbitrary point
and marked
īUse prism at BS and measure target height at after levelling and
centring
īMeasure the Azimuth for 0Âē to 360Âē from clock wise from north.
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Initial setting of Total station:
ī Total station is turned
īBoth H and V screws are released.
īEliminate parallax.
īRotate alidade ( Sokkia model only) and use the hold key.
īAim the prism and lock the H and V drives.
īUse the hold key and rotate the instrument the angle will be
changed.
īFix the Eo, No and Ho when the instrument is changed.
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Cont.....
ī pointing the prism is again checked
īUse the distance measurement key and calculate the all necessary
coordinates.
īAll data is stored to memory like a file and set another job for other
experiments.
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Measurements of angles and distances:
1. Horizontal angle:
īMeasures from zero direction on the horizontal circle.
īMade as instrument at north direction.
īFix approximately true magnetic or grid north.
īIt is used to recovered if the instrument was setup at the same
location at some later date.
īMost total station can measured angle at least 5Ęē or 0.0013888Âē
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Measurements of angles and distances:
2. Vertical angle:
īIt is used to measured as a zenith angle.
īFix the instrument at exactly vertical.
īTotal station have an internal sensor to detect the same deviations.
īThe compensator works electronically can make small adjustment.
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Measurements of angles and distances:
3. Slope distance:
īIt is measured using the inbuilt EDM.
īMost EDM use a gallium aresnide diode to emit an infrared light
beam.
īThis beam is modulated to two or more difference frequencies
īUse the reflector and measure the distance and required data
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Sources of errors in Total station:
īTwo side measurements are eliminate errors at sometimes.
īOne side measurement need to corrected them.
1. Horizontal collimation or Line of sight error
2. Vertical collimation or vertical index error
3. Compensator index error
4. Tilting axis error
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Horizontal collimation or Line of sight error:
īLine of sight is not perpendicular to the tilting axis.
īIts affected by all readings
īCorrection is applied for all horizontal circle reading
īIf C is exceed a specified limit, the total station should be returned
to the manufacturer.
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Vertical collimation or vertical index error:
ī When the 0Âē and 180Âē line in the Vertical circle does not coincide
with its vertical axis.
ī Its present in all vertical circular readings like horizontal
collimation error.
ī This error solve by FL and FR readings.
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Compensator index error:
īDuring the face left and face right measurement the level are not
maintained properly.
īMeasure the error and apply correction at when the compensators
was fixed.
īIf the the error at both(l and t) side, consider for zero point error
and its eliminated by face left and right observations.
īSingle error must be determine by calibration(H and V
rotation)function of total station
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Tilting axis error:
īWhen the tilting axis of the total station is not perpendicular to its
vertical axis.
īIts not affected at telescope is horizontal but occurs at tilting the
telescope. Especially for steep sighting.
īIts eliminated by two faces or measure the error and apply
correction.
īIn case of the error is big returned to the instrument
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Target prism:
īIts used to reflect transmitted signals.
īIt is cube corner prism is formed by cutting the corners off a solid
glass cube.
īIts perpendicular to the 90Âē surface.
īAttached by the prism pole with eye level. Marked by heights.
Some times used for tripod for alternative to pole.
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Merits of total station:
īSetting is easy using laser plummet.
īOn-board area computation programme to compute the area of the
field.
īGrater accuracy
īAutomatic mapping, calculation data and dimensions is easily
taken.
īPlotting and area computation are possible for any scale.
īStorage capacity and old maps are automatically done.
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Demerits of total station:
īHard copies of field notes are not possible.
īDifficult to check the work during surveying.
īCost is high.
īNeed skilled persons.
īCannot use routinely by sun.
īChecking only in software.
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Comparison between Electro-optical and microwave system:
ELECTRO OPTICAL SYSTEM MICROWAVE SYSTEM
Length measured from 1km to
60km
Length measured from 50m to
50km
Mostly used in civil engineers at all
the areas
Mostly used in land surveying
Used by infrared beam reflected at
the remote station
Signal is transmitted from master,
received by the remote and
transmitted back to the master.
No need communication or less
communication required to
operator.
An operator required
communication by means of
built-in ratio telephone.
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Comparison between Electro-optical and microwave system:
ELECTRO OPTICAL SYSTEM MICROWAVE SYSTEM
Measurements are directly readout
in any units
Measurements are directly
readout in metre by using display
Maintaining alignment between the
infrared beam and the prism is
difficult
Maintaining alignment between
the infrared beam and the prism
is easy comparing to EOS
Operational is little difficult need
skilled persons.
Operational is simple and
recording the job is also in simple
manner.
Low frequencies High frequencies
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Care and maintenance of total station instruments:
īIts involve in identifying calibration parameters, sources of error
and the procedure for calibration.
Calibration norms of total station
īHigh level accuracy is depends on monitoring instrumental errors.
īCheck the instruments at regular basis.
īErrors are identified and corrected using electronic calibration
procedure at any time
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Cont....
īCalibration parameters can change due to mechanical shocks,
temperature changes and roughly handling instruments.
The important parameters are:
īBefore using the instrument for the first time.
īAfter long storage periods
īAfter rough or long transportation
īAfter long period of work
īBig changes in temperature
īRegularly for precision survey
īAllow the enough temperature at before each calibration.
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Traversing and Trilateration using total station:
Traversing:
īUse this method when it is not possible to view the entire mapping
area from the first station.
Procedure:
īSet the prism to the tripod or pole and doing for centring and
levelling
īMeasure BS, measure EI, NI and HI and necessary data's,
īThe Total station and prism is exchanged. etc...
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Trilateration :
īIts basically a technique of triangulation
īNo angular are made
ī3 sides of the triangles are measured precisely using EDM or Total
station
īIts useful when the measurements are difficult or impossible due to
any reason.
īGeometry is same as per triangulation
īIt has several disadvantages.
īAccuracy is depends on vertical angle.
īProcedure is similar to the traversing
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Electronic distance measurement (EDM)
īUsed to measure the distance accurately.
īMeasures long distance to an accuracy of a few mm.
īIts available at total station instruments.
īIts identify the namely Electronic type and microwave
īIn each cases the velocity of the electromagnetic waves in are must
be known precisely
īSending continuous waves to a receiver at the other end.
īThis waves are termed as carrier waves.
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Feature of total stations:
ī Capable of measuring angles and distance simultaneously and
combine an electronic theodolite with a distance measuring system
and microprocessor
Angle measurement:
īLevelling is carried out in the same way as for a theodolite.
īUse both faces
īUse horizontal clamping and tangent screws
īRotate the instruments and note the angles in the same way as the
electronic theodolite.
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Distance measurement:
īDistance taken to a prism or reflecting foil,
īIts taken for 1 to 2s and range of 3 to 5km to a single prism
īAccuracy 2mm + 2ppm
īFor long distance use GPS preference to total station
īReadings are measured quickly
īWithout using prism we can able to calculate 100m accuracy.
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Key board and display:
īLCD placed at both sides attached with key board.
īSome of the total station key board are able to inter change to other
īThis is called integrated surveying.
Software applications
īMicro processor used to measure angles and distances
īLCD screen is used to control or operating for Total station
īSlope correction & reduced levels, horizontal circle orientation,
coordinate measurement, traverse measurement, resections, remote
elevation measurement, area, setting out and etc...