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Engineering Surveying
1
Erbil Polytechnic University
Technical Engineering College
Civil Engineering Department
2022 - 2021
Practical
Principle of Surveying
Prepared by
Assistant Lecturer Mr. Kamal Y. Abdullah
Asst.Lecturer. Dilveen H. Omar
At. Prof. Salar Khudhur Husseinss
Syllabus (Main Content)
 Basic Principles
 Distance Measurement and Chain Surveying
 Distance Measuring Methods-Taping
1-direct methods
2-Indirect method
2
Length& Distance Measuring
3
Two principles of measuring distance
1) It takes two points, to form a line.
2) The shortest distance between two points, is straight line.
4
Methods of Measuring Distance
5
1. Direct Methods of Measuring Distances
2. Indirect Methods of Measuring Distances
Indirect Methods of Measuring Distances
1-Theodolite instrument )Stadia(,
2-Tachometry
3-sub-tense method. The methods are Subtence bar,
4-Electronic distance mmeasurement (EDM)
5-Total Station, (TS)
6- G P S .
6
Electronic Distance Measurement (EDM)
7
accurately measure distance by measuring the time it takes
a laser or other ray to travel from the EDM to a prism and
back.
Electronic Distance Meters (EDM)
8
Surveying practical
Length and distance measurement
Observation & measurement
Methods of measuring Length and distances
1-direct methods
2-Indirect method
Direct methods)
)
1-pacing
2-measuring wheel
3-chain
4-tape
5-car odometer
9
Direct Methods of Measuring
Distances
 Pacing
 Measuring distance by counting
steps (paces).
 Distance is calculated by
multiplying the number of paces by
the individuals pace factor(usually
every step one meter ).
 Advantages
 Simple
 Low tech
 No specialized equipment
10
 Disadvantages
 Topography affects accuracy
 Requires practice to take a consistent pace.
 Must be able to traverse the distance..
 With practice, accuracy is about 2% of distance paced
Direct Methods of Measuring Distances
 Car Odometer
 measuring the distance passed over by any
wheeled vehicle
 An instrument attached to the wheel of a vehicle,
to measure the distance traversed.
11
Error 1% of distance
 An odometer wheel is a wheel
which uses an odometer to count
the rotations of the wheel. Use
for long rout distance like
(highway, railway )
12
 Advantages
 Easy to use
 Low tech
 Disadvantages
 Accuracy is influenced by surface
conditions.
 Must be able to traverse distance.
Error 1% of distance
Direct Methods of Measuring Distances
The Chain is an old tool used in Land Surveying to measure
distance.
Direct Methods of Measuring Distances
Error 0.2% of distance
13
Measuring tape
A tape measure or measuring tape is a flexible form of ruler. It
consists of a tape of( cloth, plastic, fiber glass, or metal strip) with
linear-measurement markings.
14
Distance Measuring Methods-Taping
15
 Advantages
 High precision
 accuracy
 Can be used to measure horizontal
distances.
 Disadvantages
 Multiple people
 Must have a clear, travelable route.
 High precision requires temperature and
tension correction.
Error 0.1% of distance.
Tape
Type of Tape
The following are the various types of tapes
Cloth tape
 Shrinkage with water
 Flexible with tension
 Do not broken under load
Metallic tape(Fiberglass)
 Less Shrinkage with water
 Less Flexible with tension
 Do not broken under load
16
Type of Tape
17
Invar Tapes: accurate tape made of steel (65%) & Nickel (35%)
but they
are very expensive
Easy broken .
Steel tape
 Easy broken
 High accuracy
 No effect by tension
 May caused injured skin
Tape Marking and Graduation
18
Tape Zero Point
19
Zero Point
Equipment for Taping
 Pins
 are used to mark tape lengths.
 Most taping pins are made of steel
20
Equipments for Taping
 Range Pole (Range Rod)
 are used in taping applications for sighting
 points, marking ground points and for lining up surveyors
 red and white to make them more easily seen. Each band.
21
Equipments for Taping
 Survey Pegs
 wooden (square or circular cross-section) & steel
 Use to mark point on the land
22
Equipments for Taping
 Plumb Bob
 are typically made of brass. Bobs are used to get a
 plumb (straight) vertical line to a definite point,
typically
 bobs should be used for higher or greater heights.
23
 Level Ground
 Uniformly Sloping Ground
 Uneven Ground
Processes in taping Surveying
24
25
Level Ground
26
2-The distance greater than the tape length
27
Slope distance
28
This requires measurement also of either the
angle of inclination 留
or the difference in elevation d.
Uneven Ground
29
Uneven Ground
 To measure horizontal distance with a tape , a level and
plumb bob must be used.
The tape is held level, horizontal, and the measurement at
the elevated end is transferred using a plumb bob.
 .
30
Slope correction
31
For example :
s = 30.589 m
q = 2.5o
DH = 1.334 m
then
h = 30.589 cos(2.5)
h = 30.560 m
To calculate the horizontal distance :
h = s cosq or h = (s2 - DH2)1/2
q
horizontal distance = h
DH
Or.
s = 30.589 m
DH = 1.334 m
then
h = (30.5892 - 1.3342)1/2
h = 30.560 m
Step Taping
32
required (horizontal) distance
33
Student Name :
Report Number. :
Report Name :
Date :
Mark :
34
Number
1- Report
2-Report Name( )
3-Group Name
4- Apparatus
5-Object
6-Procedure
7-Sketch
8-Table
9- Calculation
10-Discussion
35
Report ( )
1-Report Number ( 1 )
2-Report name-
Length and distance measurement .Perpendiculars off sets
Erecting and Dropping .
3-Object
A-B Are two fixed points to measure the horizontal distance
between these two point A and B .To Erecting
And Dropping lines for known point .
36
4-Apparatus
1-Tape(1)
2-Pin(10)
3-Range Pole(5)
4-Optical Square ( 1)
5-Plumb bob . (1)
5 September 2021 37
5-Procedure

1-Set two range poles vertically by means of plumb bob at points A and B

2-Ranging lines  setting the range pole in the line by eye then using the
optical prism.

6-Table-
38
 7-sketch by Scale:
8-Calculation :
5 September 2021 39
Tape)
)
1-Steel Tape
2-Pocket Steel Tape
3-Rolling Tape
4-Digital Measuring Tape
5-Invar Tape
6-Linen tape (cloth)
7-Fiberglass tape
40
Erecting and dropping perpendiculars (or offsets):
 A- Erecting perpendiculars
 1-Pythagoras
 2-Length of Tape
3- Erecting by optical square
41
Pythagoras
Provided right-angle triangle (3-4-5) ratio to lay out XZ at 90
degrees to XY a twelve  unit tape would have knots tied at
unit positions 3 and 7 as shown in figure. One surveyor held
the three  unit knot at X the second surveyor held the seven 
unit knot at Y and the third surveyor holding both loose ends
of the tape. Stretched the tape tightly resulting in the location
of point Z.
These early surveyors knew that multiplies 3:4:5 e.g (6:8:10),
(30:40:50) would produce more accurate positioning.

42
3-optical square
43
a small hand instrument used by surveyors for laying off a right
angle by means of two mirrors set at an angle of 45 degrees
Dropping Perpendiculars
1-Radius .
2-Short length distance.
3-Dropping by optical square
44
Reference
Plan and Geodetic Surveying by late David Clark
Surveying By Frances H. Moffit
Surveying And Leveling by T.P. Kanetkar
Text Book Of Surveying by S. K. Hussain
Engineering Surveying (6th Edition) by Schofield W. & Breach M.
Surveying Principles and Application (6th Edition) by Barry F. Kavanagh.
45
Thank you all
46

More Related Content

Basic Principles, Distance Measurement and Chain Surveying, Distance Measuring Methods-Taping

  • 1. Engineering Surveying 1 Erbil Polytechnic University Technical Engineering College Civil Engineering Department 2022 - 2021 Practical Principle of Surveying Prepared by Assistant Lecturer Mr. Kamal Y. Abdullah Asst.Lecturer. Dilveen H. Omar At. Prof. Salar Khudhur Husseinss
  • 2. Syllabus (Main Content) Basic Principles Distance Measurement and Chain Surveying Distance Measuring Methods-Taping 1-direct methods 2-Indirect method 2
  • 4. Two principles of measuring distance 1) It takes two points, to form a line. 2) The shortest distance between two points, is straight line. 4
  • 5. Methods of Measuring Distance 5 1. Direct Methods of Measuring Distances 2. Indirect Methods of Measuring Distances
  • 6. Indirect Methods of Measuring Distances 1-Theodolite instrument )Stadia(, 2-Tachometry 3-sub-tense method. The methods are Subtence bar, 4-Electronic distance mmeasurement (EDM) 5-Total Station, (TS) 6- G P S . 6
  • 7. Electronic Distance Measurement (EDM) 7 accurately measure distance by measuring the time it takes a laser or other ray to travel from the EDM to a prism and back.
  • 9. Surveying practical Length and distance measurement Observation & measurement Methods of measuring Length and distances 1-direct methods 2-Indirect method Direct methods) ) 1-pacing 2-measuring wheel 3-chain 4-tape 5-car odometer 9
  • 10. Direct Methods of Measuring Distances Pacing Measuring distance by counting steps (paces). Distance is calculated by multiplying the number of paces by the individuals pace factor(usually every step one meter ). Advantages Simple Low tech No specialized equipment 10 Disadvantages Topography affects accuracy Requires practice to take a consistent pace. Must be able to traverse the distance.. With practice, accuracy is about 2% of distance paced
  • 11. Direct Methods of Measuring Distances Car Odometer measuring the distance passed over by any wheeled vehicle An instrument attached to the wheel of a vehicle, to measure the distance traversed. 11 Error 1% of distance
  • 12. An odometer wheel is a wheel which uses an odometer to count the rotations of the wheel. Use for long rout distance like (highway, railway ) 12 Advantages Easy to use Low tech Disadvantages Accuracy is influenced by surface conditions. Must be able to traverse distance. Error 1% of distance Direct Methods of Measuring Distances
  • 13. The Chain is an old tool used in Land Surveying to measure distance. Direct Methods of Measuring Distances Error 0.2% of distance 13
  • 14. Measuring tape A tape measure or measuring tape is a flexible form of ruler. It consists of a tape of( cloth, plastic, fiber glass, or metal strip) with linear-measurement markings. 14
  • 15. Distance Measuring Methods-Taping 15 Advantages High precision accuracy Can be used to measure horizontal distances. Disadvantages Multiple people Must have a clear, travelable route. High precision requires temperature and tension correction. Error 0.1% of distance. Tape
  • 16. Type of Tape The following are the various types of tapes Cloth tape Shrinkage with water Flexible with tension Do not broken under load Metallic tape(Fiberglass) Less Shrinkage with water Less Flexible with tension Do not broken under load 16
  • 17. Type of Tape 17 Invar Tapes: accurate tape made of steel (65%) & Nickel (35%) but they are very expensive Easy broken . Steel tape Easy broken High accuracy No effect by tension May caused injured skin
  • 18. Tape Marking and Graduation 18
  • 20. Equipment for Taping Pins are used to mark tape lengths. Most taping pins are made of steel 20
  • 21. Equipments for Taping Range Pole (Range Rod) are used in taping applications for sighting points, marking ground points and for lining up surveyors red and white to make them more easily seen. Each band. 21
  • 22. Equipments for Taping Survey Pegs wooden (square or circular cross-section) & steel Use to mark point on the land 22
  • 23. Equipments for Taping Plumb Bob are typically made of brass. Bobs are used to get a plumb (straight) vertical line to a definite point, typically bobs should be used for higher or greater heights. 23
  • 24. Level Ground Uniformly Sloping Ground Uneven Ground Processes in taping Surveying 24
  • 25. 25
  • 26. Level Ground 26 2-The distance greater than the tape length
  • 27. 27
  • 28. Slope distance 28 This requires measurement also of either the angle of inclination 留 or the difference in elevation d.
  • 30. Uneven Ground To measure horizontal distance with a tape , a level and plumb bob must be used. The tape is held level, horizontal, and the measurement at the elevated end is transferred using a plumb bob. . 30
  • 31. Slope correction 31 For example : s = 30.589 m q = 2.5o DH = 1.334 m then h = 30.589 cos(2.5) h = 30.560 m To calculate the horizontal distance : h = s cosq or h = (s2 - DH2)1/2 q horizontal distance = h DH Or. s = 30.589 m DH = 1.334 m then h = (30.5892 - 1.3342)1/2 h = 30.560 m
  • 33. 33
  • 34. Student Name : Report Number. : Report Name : Date : Mark : 34
  • 35. Number 1- Report 2-Report Name( ) 3-Group Name 4- Apparatus 5-Object 6-Procedure 7-Sketch 8-Table 9- Calculation 10-Discussion 35
  • 36. Report ( ) 1-Report Number ( 1 ) 2-Report name- Length and distance measurement .Perpendiculars off sets Erecting and Dropping . 3-Object A-B Are two fixed points to measure the horizontal distance between these two point A and B .To Erecting And Dropping lines for known point . 36
  • 37. 4-Apparatus 1-Tape(1) 2-Pin(10) 3-Range Pole(5) 4-Optical Square ( 1) 5-Plumb bob . (1) 5 September 2021 37
  • 38. 5-Procedure 1-Set two range poles vertically by means of plumb bob at points A and B 2-Ranging lines setting the range pole in the line by eye then using the optical prism. 6-Table- 38
  • 39. 7-sketch by Scale: 8-Calculation : 5 September 2021 39
  • 40. Tape) ) 1-Steel Tape 2-Pocket Steel Tape 3-Rolling Tape 4-Digital Measuring Tape 5-Invar Tape 6-Linen tape (cloth) 7-Fiberglass tape 40
  • 41. Erecting and dropping perpendiculars (or offsets): A- Erecting perpendiculars 1-Pythagoras 2-Length of Tape 3- Erecting by optical square 41
  • 42. Pythagoras Provided right-angle triangle (3-4-5) ratio to lay out XZ at 90 degrees to XY a twelve unit tape would have knots tied at unit positions 3 and 7 as shown in figure. One surveyor held the three unit knot at X the second surveyor held the seven unit knot at Y and the third surveyor holding both loose ends of the tape. Stretched the tape tightly resulting in the location of point Z. These early surveyors knew that multiplies 3:4:5 e.g (6:8:10), (30:40:50) would produce more accurate positioning. 42
  • 43. 3-optical square 43 a small hand instrument used by surveyors for laying off a right angle by means of two mirrors set at an angle of 45 degrees
  • 44. Dropping Perpendiculars 1-Radius . 2-Short length distance. 3-Dropping by optical square 44
  • 45. Reference Plan and Geodetic Surveying by late David Clark Surveying By Frances H. Moffit Surveying And Leveling by T.P. Kanetkar Text Book Of Surveying by S. K. Hussain Engineering Surveying (6th Edition) by Schofield W. & Breach M. Surveying Principles and Application (6th Edition) by Barry F. Kavanagh. 45