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Ch 8 electronic survey measurementsite.iugaza.edu.ps/wp-content/uploads/Ch 8 electronic survey...

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Chapter 8 Electronic Survey Measurement Dr. Maher A. El-Hallaq Lecturer of Surveying The Islamic University of Gaza
Transcript
Page 1: Ch 8 electronic survey measurementsite.iugaza.edu.ps/wp-content/uploads/Ch 8 electronic survey measurement.pdf · • They can display the results in a real time. • They are used

Chapter 8Electronic Survey Measurement

Dr. Maher A. El-HallaqLecturer of Surveying

The Islamic University of Gaza

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• Introduction.• Parts of a total station.• Handling a total station.• Total station set up.• Coordinate calculation.• Total station field techniques.• Field procedure.

Contents

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Introduction• Transits and theodolites were commonly used.

• Recently, total stations has replaced all instruments.

• Total station can accomplish all tasks much more efficiently.

• In addition, they can also measure distances accurately and quickly.

• Furthermore, they can make computations with angle and distance measurements.

• They can display the results in a real time.

• They are used for all types of surveys.

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Total station = theodolite

+

built in EDM

+

built in data collector

+

microprocessor

Introduction

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Measures and Records:Measures and Records:Horizontal Angles

Vertical Anglesand

Slope DistancesCalculates:Calculates:

Horizontal DistanceVertical Distance

Azimuths of LinesX,Y,Z Coordinates

Layoutetc.

Introduction

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Parts Parts

of of

a total a total

stationstation

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Parts Parts

of of

a total a total

stationstation

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Parts Parts

of of

a total a total

stationstation

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Parts Parts

of of

a total a total

stationstation

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Parts of a total stationParts of a total station

1. The telescope.

2. The angle measurement system.

3. The vertical circle.

4. Rotation of the telescope.

5. The base of a total station.

6. The tribrach.

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Parts of a total stationParts of a total station

7. An optical plummet.

8. A tripod.

9. The microprocessor.

10. The keyboard and display.

11. The communication ports.

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Handling a total station

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üShould be centered over the survey point.

üShould be leveled.- bull’s-eye bubble for preliminary leveling

- one plate bubble for precise leveling

Total station set up

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Total station set up

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Vertical coordinate z

hB = hA + HI + S sin v - HT

v

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Horizontal Coordinate (x,y)

xk = xi +dik sin αik

yk = yi +dik cos αik

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1. Point Location

Total station field techniques

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2. Missing Line Measurement

Total station field techniques

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3. Resection

Total station field techniques

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4. Azimuth Calculation

Total station field techniques

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5. Remote Object Elevation Calculation

Total station field techniques

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6. Offset Measurement

Total station field techniques

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7. Setting Out Positions

Total station field techniques

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8. Area Computation

Total station field techniques

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Parameter Input

1. Angle units: degrees

2. Distance units: meters

3. Pressure units

4. Temperature units

5. Prism constant (usually – 0.03 m)

6. Automatic point number increments

Summary of typical total station characteristics

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Parameter Input

7. Height of instrument (HI)

8. Height of reflector (HR)

9. Point number and code number of occupied and

sighted stations

10. Date and time setting

Summary of typical total station characteristics

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Capabilities

1. Monitor: battery status, axes status, collimation, etc

2. Compute coordinates: easting, northing, elevation

3. Traverse closure and adjustment and areas

4. Topography reduction

5. Object heights ROE

6. Missing line measurement

7. inversing

Summary of typical total station characteristics

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Capabilities

8. Resection

9. Layout (setting out)

10. H and V collimation correction

11. Load external programs

12. Transfer data to the computer (download)

13. Transfer files to the data collector (upload)

Summary of typical total station characteristics

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Initial Data Entry1. Project description

2. Date and crew

3. Temperature and pressure

4. Prism constant

5. Curvature and refraction settings

6. Number of measurement repetitions (angle or dist.)

7. Choice of imperial units for all data (ex: SI)

Field Procedure for total station

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Survey Station Descriptors

Field Procedure for total station

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Occupied Point Data Entry

1. Height of the Instrument

2. Station Number

3. Station Identification code

4. Coordinates of occupied station

5. Coordinates of backsight (BS) station

6. Description point data

Field Procedure for total station

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Sighted Point Data Entry

1. Height of prism (reflector) HR

2. Station Number

3. Station Identification code

4. Description point data

Field Procedure for total station

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Example

Field Procedure for total station

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Automatic Target Recognition

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THANK YOU

Questions


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