This slide is a guide for the Tribhuvan University students for preparing the final presentation report about their survey camping. Mostly it helps geomatics engineering students who do their 10 days field survey in their 5th semester.
The document provides details about a survey camp conducted by civil engineering students. It discusses the objectives of the camp which were to enhance students' practical knowledge of surveying techniques. The camp involved topographic surveying, bridge site surveying, and road alignment surveying. Students gained experience with fieldwork including taking measurements, transferring elevations, and producing maps, plans and profiles from the surveyed data.
Survey camp report pashchimanchal campus and kali khola field surveyAnil Basnet
The document summarizes the survey camp report of a group of civil engineering students from Tribhuwan University. The students conducted a 10-day survey camp from Kartik 11th to 20th where they performed topographic surveying of an area, proposed a road alignment, and selected a bridge site. The report documents the fieldwork methodology, observations, calculations, and drawings produced by the students to fulfill the objectives of gaining practical surveying skills.
The document summarizes a survey camp report from November 29 to December 5, 2017. It provides background information on the location of the camp in Kharipati, Bhaktapur, Nepal. It describes the topography, climate, and vegetation of the area. It outlines the objectives and schedule of the camp, which included traversing, leveling, topographic surveying, road alignment surveying, and bridge site surveying. The document also defines key surveying terms and principles and objectives of the survey camp to familiarize students with practical fieldwork skills and teamwork.
The document provides an acknowledgement and summary of a student group's surveying camp project. It thanks instructors and staff for their guidance and support during the project. The purpose of the camp was to give students practical field experience in engineering surveying tasks like topographic surveying, setting road curves, and determining distances for bridge spans. The project involved surveying a plot of land and producing a topographic map, road alignment plans, and designs for a bridge site.
*Introduction
*Controls For Setting Out
*Horizontal control
*Vertical control
*SETTING OUT A BUILDING
*The equipment required for the job
*Method(1):-By using a Circumscribing Rectangle
*Method(2):- By using centre-line-rectangle
* Setting out of culverts
*SETTING OUT A TUNNEL
surveying Engineering
Fly Levelling
Fly leveling: -Fly leveling is just like differential leveling carried
out to check the accuracy of leveling work. It is a very approximate
form of leveling in which sights are taken as large as possible. in this
method, a line of levels is run to determine approximately reduced
levels of the points carried out with more rapidly and less precision
The aim of fly Levelling: The main purpose of this type of leveling is
to check the values of the reduced levels of the bench marks already
fixed. In this method only back sight and foresight are taken. There is no need of intermediate sights. However great care has to be taken for selecting the change points (Turning Points) and for taking reading on the change points because the accuracy of leveling depends upon these
-Create Bench Marks (BM).
Bench Marks
Bench Mark is a point of known elevation, there are three Type of Bench Marks
1-Perment Bench Mark.
2-Orbitrary Bench Mark .
3-Temporary Bench Mark .
-Leveling Process Calculation.
1. Height of collimation method
2. Rise and Fall method
How do we find horizontal distance using levelling Machine.
Fly Levelling Close loop survey.
Fly and Differential leveling Using (Rise & fall) and (HI)methods.
*Checks for Errors
-Misclosure
Allowable closing error
Where:
D =Distance in km
E = Misclosure error in (mm).
C = 30 for fixed levelling process in rough ground.
C = 15 for normal leveling in flat area (Good work)
Fly Levelling example
Computation of Elevations for an open loop survey H.I method
Computation of Elevations
Differential Leveling
Computation of Elevations
-Correction For Errors in Leveling
1. Errors Due to the line of sight being not horizontal
2. Error Due to Curvature and refraction.
Errors in differential leveling: -
1) Non adjustment of the instrument: -
a) Adjustment of cross-wire ring
b) Adjustment of the bubble tube
c) Adjustment of line of sight
2-Errors in levelling
• Collimation line
• Parallax
• Change point instability
• Instrument instability
• Benchmark instability
• Staff reading errors , • Staff verticality • Level Instrument shading • Temperature on staff • Booking errors) • Earth curvature • Refraction • The Bubble not center.
3-Constant error (instrumental error):
A. Non vertically of the staff.
B. Collimation error in the instrument.
C. Staff gradation error.
4- Random error (natural error):
A. Effect of wind and temperature.
B. Soft and hard ground.
C. Change points. CP
D. Human deficiencies and neglect
Prepared by:
Asst. Prof. Salar K.Hussein
Mr. Kamal Y.Abdullah
Asst.Lecturer. Dilveen H. Omar
Erbil Polytechnic University
Technical Engineering College
Civil Engineering Department
The document provides details about a survey camp conducted by civil engineering students. It discusses the objectives of the camp which were to enhance students' practical knowledge of surveying techniques. The camp involved topographic surveying, bridge site surveying, and road alignment surveying. Students gained experience with fieldwork including taking measurements, transferring elevations, and producing maps, plans and profiles from the surveyed data.
Survey camp report pashchimanchal campus and kali khola field surveyAnil Basnet
The document summarizes the survey camp report of a group of civil engineering students from Tribhuwan University. The students conducted a 10-day survey camp from Kartik 11th to 20th where they performed topographic surveying of an area, proposed a road alignment, and selected a bridge site. The report documents the fieldwork methodology, observations, calculations, and drawings produced by the students to fulfill the objectives of gaining practical surveying skills.
The document summarizes a survey camp report from November 29 to December 5, 2017. It provides background information on the location of the camp in Kharipati, Bhaktapur, Nepal. It describes the topography, climate, and vegetation of the area. It outlines the objectives and schedule of the camp, which included traversing, leveling, topographic surveying, road alignment surveying, and bridge site surveying. The document also defines key surveying terms and principles and objectives of the survey camp to familiarize students with practical fieldwork skills and teamwork.
The document provides an acknowledgement and summary of a student group's surveying camp project. It thanks instructors and staff for their guidance and support during the project. The purpose of the camp was to give students practical field experience in engineering surveying tasks like topographic surveying, setting road curves, and determining distances for bridge spans. The project involved surveying a plot of land and producing a topographic map, road alignment plans, and designs for a bridge site.
*Introduction
*Controls For Setting Out
*Horizontal control
*Vertical control
*SETTING OUT A BUILDING
*The equipment required for the job
*Method(1):-By using a Circumscribing Rectangle
*Method(2):- By using centre-line-rectangle
* Setting out of culverts
*SETTING OUT A TUNNEL
surveying Engineering
Fly Levelling
Fly leveling: -Fly leveling is just like differential leveling carried
out to check the accuracy of leveling work. It is a very approximate
form of leveling in which sights are taken as large as possible. in this
method, a line of levels is run to determine approximately reduced
levels of the points carried out with more rapidly and less precision
The aim of fly Levelling: The main purpose of this type of leveling is
to check the values of the reduced levels of the bench marks already
fixed. In this method only back sight and foresight are taken. There is no need of intermediate sights. However great care has to be taken for selecting the change points (Turning Points) and for taking reading on the change points because the accuracy of leveling depends upon these
-Create Bench Marks (BM).
Bench Marks
Bench Mark is a point of known elevation, there are three Type of Bench Marks
1-Perment Bench Mark.
2-Orbitrary Bench Mark .
3-Temporary Bench Mark .
-Leveling Process Calculation.
1. Height of collimation method
2. Rise and Fall method
How do we find horizontal distance using levelling Machine.
Fly Levelling Close loop survey.
Fly and Differential leveling Using (Rise & fall) and (HI)methods.
*Checks for Errors
-Misclosure
Allowable closing error
Where:
D =Distance in km
E = Misclosure error in (mm).
C = 30 for fixed levelling process in rough ground.
C = 15 for normal leveling in flat area (Good work)
Fly Levelling example
Computation of Elevations for an open loop survey H.I method
Computation of Elevations
Differential Leveling
Computation of Elevations
-Correction For Errors in Leveling
1. Errors Due to the line of sight being not horizontal
2. Error Due to Curvature and refraction.
Errors in differential leveling: -
1) Non adjustment of the instrument: -
a) Adjustment of cross-wire ring
b) Adjustment of the bubble tube
c) Adjustment of line of sight
2-Errors in levelling
• Collimation line
• Parallax
• Change point instability
• Instrument instability
• Benchmark instability
• Staff reading errors , • Staff verticality • Level Instrument shading • Temperature on staff • Booking errors) • Earth curvature • Refraction • The Bubble not center.
3-Constant error (instrumental error):
A. Non vertically of the staff.
B. Collimation error in the instrument.
C. Staff gradation error.
4- Random error (natural error):
A. Effect of wind and temperature.
B. Soft and hard ground.
C. Change points. CP
D. Human deficiencies and neglect
Prepared by:
Asst. Prof. Salar K.Hussein
Mr. Kamal Y.Abdullah
Asst.Lecturer. Dilveen H. Omar
Erbil Polytechnic University
Technical Engineering College
Civil Engineering Department
This document provides an overview of basic surveying principles and methods:
1) Surveying works from establishing overall control points before measuring details. Control points are established through precise primary networks of triangles or traverses.
2) Secondary control networks further divide the primary network for less precise work. Survey of details then uses the established control points. This minimizes error accumulation.
3) A traverse connects lines whose lengths and directions are measured to establish a framework. Traverses can be open or closed, with closed traverses returning to the starting point.
4) The direction of lines is defined by their bearing from a reference meridian using different systems like true, magnetic, or arbitrary meridians.
This document provides an overview of a total station, including its key components and functions. A total station is an electronic surveying instrument that combines an electronic distance meter and theodolite to measure horizontal and vertical angles and distances. It allows simultaneous measurement of all surveying parameters needed for construction layout and topographic surveys. The total station's main components include an electronic distance measurement system, angle measurement circles, telescope, microprocessor, keyboard, and display. Accessories such as prisms, data collectors, and software enable various surveying tasks.
Course Contents:
Introduction; Linear measurements; Analysis and adjustment of measurements, Survey methods: coordinate systems, bearings, horizontal control, traversing, triangulation, detail surveying; Orientation and position; Areas and volumes; Setting out; Curve ranging; Global Positioning system (GPS); Photogrammetry.
The document provides details about the survey camp conducted by Nepal Engineering College from June 10-19, 2078. It summarizes the various surveying tasks conducted during the camp, including topographic surveying of the area surrounding Hotel Heaven Hill. The objectives of the survey camp were to provide practical surveying experience and produce a topographic map, contour map, and surveys of a road alignment and bridge site. Surveying methods like traversing, leveling, detailing, and contouring were used to collect field data and create maps within specified accuracy standards.
Tacheometric surveying is a method of rapidly determining horizontal and vertical positions of points using optical measurements rather than traditional tape or chain measurements. A tacheometer, which is a transit theodolite fitted with a stadia diaphragm, is used to measure the horizontal and vertical angles to a stadia rod or staff held at survey points. Formulas involving the stadia interval, staff intercept readings, and calculated constants are used to determine horizontal distances and elevations from the instrument to points. Measurements can be taken with horizontal lines of sight or inclined lines of sight when the staff is held vertically or normal to the line of sight.
This document discusses triangulation, which is a surveying technique used to establish horizontal control networks over large areas. It involves measuring angles and lengths within networks of triangles. There are different orders of triangulation based on accuracy and area covered, including primary, secondary, and tertiary triangulation. Key aspects discussed include triangulation station layout and design, angle and distance measurements, controlling errors, and computation of unknown lengths and directions within triangles.
This document provides information about tacheometry, which is a method of surveying that determines horizontal and vertical distances from instrumental observations. It discusses how tacheometry can be used when obstacles make traditional surveying difficult. The key aspects covered include:
- Defining tacheometry and the measurements it provides
- When tacheometry is advantageous over other surveying methods
- The instruments used, including tacheometers and levelling rods
- How horizontal and vertical distances are calculated using constants
- The different types of tacheometer diaphragms and telescopes
- The fixed hair method for taking readings
Surveying is used at various stages of a construction project from conceptual planning to maintenance. It involves measuring positions and elevations to determine spatial relationships and enable engineering design and construction. Common surveying methods include chain, compass, theodolite, plane table, tachometric, aerial photographic, and remote sensing surveys. Levelling specifically refers to determining relative elevations and is important for engineering works like establishing rail and road alignments and profiles. Key levelling instruments are dumpy level, tilting level, automatic level, and digital level.
This document discusses control surveying and triangulation. It notes that control surveying must account for the curvature of the Earth and refraction, as lines of sight are not entirely straight. It distinguishes between plane and geodetic surveying, with the latter accounting for the spherical shape of the Earth. The document then discusses establishing control points through triangulation, including different classes of triangulation, steps in triangulation like selecting stations, and erecting signals and towers.
This document provides an overview of land measurements and surveying. It discusses the different types of surveys like boundary surveys, topographic surveys, construction surveys, and as-built surveys. It also outlines the various agencies and jobs that use surveying, such as federal government agencies. Common surveying methods are also summarized, including measuring horizontal distances, angles, and elevation. The roles and responsibilities of land surveyors are briefly described.
The document provides guidance on using total station equipment for topographic surveys. It discusses the features and operation of total stations, which combine electronic theodolites and distance measurement instruments. Total stations allow large amounts of survey data to be collected quickly and efficiently compared to traditional methods. The document outlines considerations for equipment selection and inventory, including total station models, data collectors, batteries, and maintenance procedures to ensure equipment remains calibrated and in good working condition.
This document is a report submitted by five civil engineering students from Khwopa College of Engineering summarizing their 12-day survey camp. The camp involved conducting a topographic survey of a large area to gain experience in surveying. They measured elevations and distances between points and drafted a topographic map. They also performed a bridge site survey, selecting an optimal bridge location. Additionally, they planned a road alignment, setting curves and measuring distances and angles. The report details their methodology, observations and calculations for the topographic survey, bridge site survey and road alignment design gained from their practical surveying experience in the field camp.
The document is a presentation on total stations. It introduces total stations as an electronic combination of a theodolite, electronic distance measuring device, and microprocessor. It then lists the contents which will be covered, including the introduction, advantages, disadvantages, precautions, and conclusion. The main body explains what a total station is and how it works. It provides details on the advantages like quick setting, on-board computations, and automation. Disadvantages include costs and needing skilled personnel. Precautions when using a total station are also outlined.
Mass-haul diagrams (MHDs) are used to calculate cut and fill volumes and estimate material hauling needs for construction projects. MHDs graphically display cumulative cut and fill volumes along the project centerline. They are used to determine balancing points where cut and fill volumes offset, how much material needs to be imported or exported, and the most economical hauling methods. An example MHD analysis identifies a project's maximum haul distance and calculates how much borrow material is needed to make up the excess fill volume.
This document provides information about tacheometric surveying. Some key points:
1. Tacheometric surveying allows determination of both horizontal and vertical distances between stations using instrumental observations, without the need for slope corrections or chaining. It is well-suited for rugged terrain.
2. The main instrument is a tacheometer, which is a theodolite fitted with stadia hairs. Stadia rods are also used.
3. The tacheometric equation relates the staff intercept reading to the horizontal distance between instrument and staff stations using constants K and C.
4. Procedures for determining horizontal and vertical distances for both horizontal and inclined sights are described. Errors in t
This document provides instructions for experiments in surveying lab II, including measurement of horizontal angles using repetition and reiteration methods, trigonometric leveling to determine heights and distances, tacheometric surveying, curve setting using offset methods, and use of a total station for area determination and remote height measurement. The document includes objectives, equipment used, procedures, formulas and expected record keeping/marking for each experiment.
This document discusses traverse surveys which involve measuring angles and distances between survey points to determine their positions. It provides the objective of traverse surveys which is to find accurate positions of stations to serve as control points for mapping or construction layout. The results section shows the distances, angles, coordinate calculations and adjustments for a sample 4-point traverse with a closure of 0. The discussion explains the traverse calculations and adjustments to distribute errors. The conclusion states that traverse surveys are commonly used for construction site layout and boundary surveys, and errors can be adjusted or the survey repeated.
camp-presentation.pptx for survey works/ minor workShivamKarn11
The document summarizes the results of a field survey camp conducted by engineering students over 8 days. The students gained practical surveying skills through tasks like bridge, road, and topographic surveys. Surveying equipment like total stations, levels, tapes, and rods were used. Students learned proper techniques and the importance of teamwork when collecting field data to map land and infrastructure features.
This document summarizes the surveying and design of a proposed road construction project in the mountains. It outlines the group members, stages of surveying including desk study, field work, and office work. Field work involves reconnaissance, measurements, and record keeping. Office work involves drafting, computing, and designing. The document details the equipment used, methods of contour surveying, earthwork calculations including cutting and filling, alignment selection, geometric parameters, and a cost estimate for the project. It concludes that the road will help connect two villages and promote development in the region.
This document provides an overview of basic surveying principles and methods:
1) Surveying works from establishing overall control points before measuring details. Control points are established through precise primary networks of triangles or traverses.
2) Secondary control networks further divide the primary network for less precise work. Survey of details then uses the established control points. This minimizes error accumulation.
3) A traverse connects lines whose lengths and directions are measured to establish a framework. Traverses can be open or closed, with closed traverses returning to the starting point.
4) The direction of lines is defined by their bearing from a reference meridian using different systems like true, magnetic, or arbitrary meridians.
This document provides an overview of a total station, including its key components and functions. A total station is an electronic surveying instrument that combines an electronic distance meter and theodolite to measure horizontal and vertical angles and distances. It allows simultaneous measurement of all surveying parameters needed for construction layout and topographic surveys. The total station's main components include an electronic distance measurement system, angle measurement circles, telescope, microprocessor, keyboard, and display. Accessories such as prisms, data collectors, and software enable various surveying tasks.
Course Contents:
Introduction; Linear measurements; Analysis and adjustment of measurements, Survey methods: coordinate systems, bearings, horizontal control, traversing, triangulation, detail surveying; Orientation and position; Areas and volumes; Setting out; Curve ranging; Global Positioning system (GPS); Photogrammetry.
The document provides details about the survey camp conducted by Nepal Engineering College from June 10-19, 2078. It summarizes the various surveying tasks conducted during the camp, including topographic surveying of the area surrounding Hotel Heaven Hill. The objectives of the survey camp were to provide practical surveying experience and produce a topographic map, contour map, and surveys of a road alignment and bridge site. Surveying methods like traversing, leveling, detailing, and contouring were used to collect field data and create maps within specified accuracy standards.
Tacheometric surveying is a method of rapidly determining horizontal and vertical positions of points using optical measurements rather than traditional tape or chain measurements. A tacheometer, which is a transit theodolite fitted with a stadia diaphragm, is used to measure the horizontal and vertical angles to a stadia rod or staff held at survey points. Formulas involving the stadia interval, staff intercept readings, and calculated constants are used to determine horizontal distances and elevations from the instrument to points. Measurements can be taken with horizontal lines of sight or inclined lines of sight when the staff is held vertically or normal to the line of sight.
This document discusses triangulation, which is a surveying technique used to establish horizontal control networks over large areas. It involves measuring angles and lengths within networks of triangles. There are different orders of triangulation based on accuracy and area covered, including primary, secondary, and tertiary triangulation. Key aspects discussed include triangulation station layout and design, angle and distance measurements, controlling errors, and computation of unknown lengths and directions within triangles.
This document provides information about tacheometry, which is a method of surveying that determines horizontal and vertical distances from instrumental observations. It discusses how tacheometry can be used when obstacles make traditional surveying difficult. The key aspects covered include:
- Defining tacheometry and the measurements it provides
- When tacheometry is advantageous over other surveying methods
- The instruments used, including tacheometers and levelling rods
- How horizontal and vertical distances are calculated using constants
- The different types of tacheometer diaphragms and telescopes
- The fixed hair method for taking readings
Surveying is used at various stages of a construction project from conceptual planning to maintenance. It involves measuring positions and elevations to determine spatial relationships and enable engineering design and construction. Common surveying methods include chain, compass, theodolite, plane table, tachometric, aerial photographic, and remote sensing surveys. Levelling specifically refers to determining relative elevations and is important for engineering works like establishing rail and road alignments and profiles. Key levelling instruments are dumpy level, tilting level, automatic level, and digital level.
This document discusses control surveying and triangulation. It notes that control surveying must account for the curvature of the Earth and refraction, as lines of sight are not entirely straight. It distinguishes between plane and geodetic surveying, with the latter accounting for the spherical shape of the Earth. The document then discusses establishing control points through triangulation, including different classes of triangulation, steps in triangulation like selecting stations, and erecting signals and towers.
This document provides an overview of land measurements and surveying. It discusses the different types of surveys like boundary surveys, topographic surveys, construction surveys, and as-built surveys. It also outlines the various agencies and jobs that use surveying, such as federal government agencies. Common surveying methods are also summarized, including measuring horizontal distances, angles, and elevation. The roles and responsibilities of land surveyors are briefly described.
The document provides guidance on using total station equipment for topographic surveys. It discusses the features and operation of total stations, which combine electronic theodolites and distance measurement instruments. Total stations allow large amounts of survey data to be collected quickly and efficiently compared to traditional methods. The document outlines considerations for equipment selection and inventory, including total station models, data collectors, batteries, and maintenance procedures to ensure equipment remains calibrated and in good working condition.
This document is a report submitted by five civil engineering students from Khwopa College of Engineering summarizing their 12-day survey camp. The camp involved conducting a topographic survey of a large area to gain experience in surveying. They measured elevations and distances between points and drafted a topographic map. They also performed a bridge site survey, selecting an optimal bridge location. Additionally, they planned a road alignment, setting curves and measuring distances and angles. The report details their methodology, observations and calculations for the topographic survey, bridge site survey and road alignment design gained from their practical surveying experience in the field camp.
The document is a presentation on total stations. It introduces total stations as an electronic combination of a theodolite, electronic distance measuring device, and microprocessor. It then lists the contents which will be covered, including the introduction, advantages, disadvantages, precautions, and conclusion. The main body explains what a total station is and how it works. It provides details on the advantages like quick setting, on-board computations, and automation. Disadvantages include costs and needing skilled personnel. Precautions when using a total station are also outlined.
Mass-haul diagrams (MHDs) are used to calculate cut and fill volumes and estimate material hauling needs for construction projects. MHDs graphically display cumulative cut and fill volumes along the project centerline. They are used to determine balancing points where cut and fill volumes offset, how much material needs to be imported or exported, and the most economical hauling methods. An example MHD analysis identifies a project's maximum haul distance and calculates how much borrow material is needed to make up the excess fill volume.
This document provides information about tacheometric surveying. Some key points:
1. Tacheometric surveying allows determination of both horizontal and vertical distances between stations using instrumental observations, without the need for slope corrections or chaining. It is well-suited for rugged terrain.
2. The main instrument is a tacheometer, which is a theodolite fitted with stadia hairs. Stadia rods are also used.
3. The tacheometric equation relates the staff intercept reading to the horizontal distance between instrument and staff stations using constants K and C.
4. Procedures for determining horizontal and vertical distances for both horizontal and inclined sights are described. Errors in t
This document provides instructions for experiments in surveying lab II, including measurement of horizontal angles using repetition and reiteration methods, trigonometric leveling to determine heights and distances, tacheometric surveying, curve setting using offset methods, and use of a total station for area determination and remote height measurement. The document includes objectives, equipment used, procedures, formulas and expected record keeping/marking for each experiment.
This document discusses traverse surveys which involve measuring angles and distances between survey points to determine their positions. It provides the objective of traverse surveys which is to find accurate positions of stations to serve as control points for mapping or construction layout. The results section shows the distances, angles, coordinate calculations and adjustments for a sample 4-point traverse with a closure of 0. The discussion explains the traverse calculations and adjustments to distribute errors. The conclusion states that traverse surveys are commonly used for construction site layout and boundary surveys, and errors can be adjusted or the survey repeated.
camp-presentation.pptx for survey works/ minor workShivamKarn11
The document summarizes the results of a field survey camp conducted by engineering students over 8 days. The students gained practical surveying skills through tasks like bridge, road, and topographic surveys. Surveying equipment like total stations, levels, tapes, and rods were used. Students learned proper techniques and the importance of teamwork when collecting field data to map land and infrastructure features.
This document summarizes the surveying and design of a proposed road construction project in the mountains. It outlines the group members, stages of surveying including desk study, field work, and office work. Field work involves reconnaissance, measurements, and record keeping. Office work involves drafting, computing, and designing. The document details the equipment used, methods of contour surveying, earthwork calculations including cutting and filling, alignment selection, geometric parameters, and a cost estimate for the project. It concludes that the road will help connect two villages and promote development in the region.
Introduction of surveying_Surveying, Civil EngineeringA Makwana
Surveying is the art of determining the relative positions of points on, above or beneath the surface of the earth.
The relative positions are determined by measuring horizontal distances, vertical distances, horizontal angles and vertical angles accurately using various surveying instruments.
Levelling is a branch of surveying dealing with determination of relative heights of the point on the surface of the earth in a vertical plane.
1. The document summarizes a survey camp conducted by students to perform topographical and leveling surveys. Total stations and auto levels were used to collect elevation data and create maps.
2. Topics covered include an introduction to surveying principles and objectives, descriptions of total stations and their functions, the leveling process, and methods for reducing elevation data.
3. The leveling survey was conducted to establish relative heights of points and develop maps showing ground configurations, while the topographical survey used a total station to determine point coordinates and depict terrain features on a map.
This document outlines the key concepts and principles of civil engineering and surveying. It discusses the different types of surveying including plane, geodetic, land, marine and astronomical surveying. Key principles of surveying are establishing control points and measuring new points using two independent measurements. Chain surveying is described as measuring distances using a surveying chain. The accessories used in chain surveying include the surveying chain, chain pins, measuring tape and ranging rods. The document also provides an overview of compass surveying which involves measuring angles between lines using a prismatic compass.
Input of Surveying in Civil Engineering.
Subject Name: CE-IS&GI
(Civil Engineering-Introduction Societal and Global Impact.
Surveying: The Planning And Design of all Civil Engineering Projects Such as construction of Highways , Bridges , Tunnels , Dams etc are based upon surveying measurements. Thus , surveying is a basic requirement for all Civil Engineering Projects.
Types of Surveying:
(i) Plane Surveying
(ii) Geodetic or Trigonometrical Surveying
Distance Measurement & Chain Surveying
Contents
• Introduction About Surveying
.
• Primary Division Of Surveying • Classification Of Surveying • Distance Measurement And Chain Surveying • Principle Of Surveying • Types Of Tapes Based On The Materials Used • Erecting And Dropping A Perpendicular • Obstacle In Chain Survey • Types Of Errors • Corrections of Tape • Off –Sets • Ranging • Conclusion . • Homework And Next Lecture . • References.
-Definition of Surveying.
Types of Surveying
1. Plane Surveying
2. Geodetic Survey
3. Cadastral surveying
4. Aerial Surveying
5. Hydro graphic Surveying (Hydro-Survey)
6. Topographical Survey
7. Engineering Survey.
Primary division of Surveying
Reconnaissance.
• This is preliminary survey of the land to be surveyed. It may be either
1-Ground reconnaissance 2- Aerial reconnaissance survey.
Objectives of Reconnaissance
1. To ascertain the possibility of building or constructing route or track through the area.
Classification of Surveying:
1- Classification based on the instruments used:
A. Chain Surveying.
B. Compass Surveying.
C. Theodolite Surveying.
D. Tachometric Surveying .
E. Trigonometric Surveying.
F. Total station and GPS.
G. Photogrammetric and Aerial Surveying.
H. Plan Table .
2- According to the method used:
i. Traversing .
ii. Triangulation .
iii. Tacheometric.
iv. Trigonometric.
3- According to the Purpose of surveying:
i. Engineering survey.
ii. Military survey.
iii. Geological survey .
iv. Topographical survey
Chain and Tape Survey
-Length& Distance Measurements.
-Distance Measurement and Chain Surveying.
• In general there are two methods:
1- Direct methods of measuring lengths
2- Indirect methods of measuring distances.
There are two kinds of measurements used in plane surveying.
*Linear measurements
*Angular measurements
-Instruments used in Chain Surveying.
Types of tapes based on the materials used.
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Asst. Prof. Salar K.Hussein
Mr. Kamal Y.Abdullah
Asst.Lecturer. Dilveen H. Omar
Erbil Polytechnic University
Technical Engineering College
Civil Engineering Department
Land surveying determines the position and measurements of points on the Earth's surface. It is used to establish land boundaries, infrastructure layout, and construction projects. Surveyors use equipment like total stations, GPS receivers, and software to measure distances, angles, and elevations between points. Key types of surveys include cadastral for land boundaries, topographic for terrain mapping, engineering for infrastructure design and construction layout, hydrographic for underwater features, and as-built after construction.
1. Introduction to Surveying.pdffffffffffAltheaManaay
This document provides an introduction to surveying. It defines surveying as the art of determining positions on or near the Earth's surface through measurements of distance, direction, and elevation. Surveying is important for determining property boundaries, planning projects, and more. There are two main types of surveying: plane surveying, which considers the Earth's surface flat, and geodetic surveying, which accounts for the Earth's spheroid shape. Surveys can also be classified as cadastral, city, construction, forestry, hydrographic, industrial, mine, photogrammetric, route, and topographic surveys. Field notes are also an essential part of surveying to document measurements, sketches, and other information.
Location survey for the Rural and urban areasRana Ibrahim
The document discusses location surveys that are carried out in rural and urban areas for transportation engineering projects. In rural areas, location surveys typically involve three stages - reconnaissance survey, preliminary line survey, and location survey. These aim to evaluate feasible routes and select the best route. In urban areas, the reconnaissance and preliminary surveys are often combined due to the complex environment. Final location surveys in both rural and urban areas precisely establish the project centerline and collect physical data needed for construction plans.
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Survey Camp presentation of geomatics engineering
1. RERORT ON:
FILED SURVEY CAMP 2075
Submitted to:
Department of Civil and Geomatics Engineering
2.
3. Survey:
• art and science of determining the relative position
• By means of measurements of distance, direction and
elevation
Survey camp:
• Engineering training course
• Students use surveying equipment in filed for gaining
practical knowledge
4. • To become familiar with the problems that may arise during the fieldworks.
• To become familiar with proper handling of instrument and their functions.
• To become familiar with the spirit and importance of teamwork as surveying is
not a single person work.
• To complete the given project in scheduled time and thus know the value of
time.
• To collect the data in the field in systematic manner.
• To compute and manipulate the observed data in the required accuracy and
present in the diagrammatic and tabular form in order to understand by
layman.
5. Duration:
• 10 days (1st Mangsir to 10th Mangsir)
Location:
• Region : Gandaki
• District : Kaski
• Province : 4
Sites:
• For topographical survey: Pashimanchal Campus
• For road and bridge survey: Kali khola
Working hours:
• 7 a.m. to 5 p.m.
6. Day Date Survey Field Work
1st Mangsir 1 Topographic surveying and mapping; orientation, instrument handling, location assigning,
reconnaissance and conduction of traverse survey
2nd Mangsir 2 Traverse survey continued and coordinate calculation
3rd Mangsir 3 Detail surveying
4th Mangsir 4 Detail survey and traverse plotting
5th Mangsir 5 Data downloading and mapping
6th Mangsir 6 Levelling; orientation, instrument handling, location assigning, reconnaissance and conduction of
levelling and computation
7th Mangsir 7 Road survey; orientation, instrument handling, location assigning, reconnaissance and conduction of
road survey
8th Mangsir 8 Computations and plotting of road
9th Mangsir 9 Bridge survey; orientation, instrument handling, location assigning, reconnaissance and conduction
of bridge survey
10th Mangsir 10 Computation and mapping
7. • Determination of position of natural and artificial features of the
locality by means of conventional signs up on a topographical map
• Three-dimensional; graphical representation of position of the
earth’s surface.
8. • Total station
• Levelling machine
• Measuring tapes
• Tripod stand
• Ranging rods
• Staffs
• Hammer
• Pegs
• Marker pens
• Prism
• Prism stand
9. 1. Site selection
2. Reconnaissance survey
3. Selection and making of the major and minor traverse stations
4. Measurement of the angles and length of the major and minor traverse
5. Two peg test
6. Levelling of traverse station
7. Measurement of bearing of traverse leg
8. Booking of field notes
9. Calculation of horizontal and vertical controls of traverse stations
10. Adjustment of errors
11. Detailing and plotting
10. • Type of surveying in which a number of connected
survey lines form the framework
• Also a method of control surveying
The survey consists of the measurement of:
• Angles between successive lines or bearing of each line
• The length of each line
11. 1. Close traverse:
originates from a station and return to the same station
Runs between two known stations
2. Open traverse
3. Major traverse
Skeleton of lines joining those control points
Covers entire area
Two set of reading is taken for precision
4. Minor traverse
Runs through the area to make detailing easy
Covers small area
Single set of reading is taken as less precision is sufficient
12. • The ratio of the leg distance should be 1:2 for major traverse and 1:3 for
minor traverse
• The traverse should run in anticlockwise direction
• The difference between the mean values of two sets of readings for traverse
angle should be within a minute
• The difference of the face left and face right reading should be ±180⁰
• In case of angular measurement, it should be checked whether the sum of
interior angles is (n-2)*180⁰
• The error should be within the permissible error i.e. ±√n minutes, where n is
the number of sides.
13. • Used by a variety of professional from engineers, architects foresters,
geologists, etc.
• Used in planning of projects to help design the layout and location of
buildings, roads, dams, pipelines, trails, fire control route, landscapes, etc.
14. ROAD ALIGNMENT SURVEY
• The survey which is used to select a route for the construction of road or highway
• Allows to select short, easy, safe and economic route for the construction of road or
highway
15. OBJECTIVE
• To determine the best possible route for road alignment
• To design various road geometrics
• To perform profile and cross sectional levelling of road alignment
• To calculate amount of earthwork during construction of road
• To prepare plan of road alignment
17. METHODOLOGY
1. Reconnaissance survey
2. Selection and marking of intersection points
3. Measuring of deflection angles
4. Measuring of the distance between the IP’s
5. Sulitable selection of radius for the suitable horizontal curves.
6. Marking of B.C., E.C. apex distance of the curve
7. Profile and cross sectional levelling
8. Filing in the field notes
9. plotting
18. LEVELLING
• Branch of surveying which is used to achieve the following objectives:
To find the elevation of given points with respect to given or assumed datum
To establish points at a given elevation or at different elevation with respect to a given or
assumed datum.
19. TYPES OF LEVELLING
1. Dierct levelling(spirit levelling)
a. Differential levelling
b. Profile levelling
c. Cross sectional levelling
d. Reciprocal lecvelling
2. Indirect levelling(trigonometric levelling)
20. BRIDGE SITE SURVEY
• gives the preliminary knowledge on selection and planning of possible bridge site
and axis for the future construction of the bridge
• Collect the preliminary data about the site such as normal water flow level, high
flood level geological features of the ground for planning and designing of the
bridge from the details taken during the surveying
21. METHODOLOGY
• Reconnaissance
• Site selection
• Fixing of control points and triangulation
• Levelling
transferring R.L. from B.M. to control points
Reciprocal levelling
Cross sectioning
22. TRIANGULATION
• System to establish the horizontal control in geodetic survey
• Based on trigonometric proportion that if one side and two angles of triangle are
known, the remaining sides can be computed
• Series of joined or overlapping triangles are used in which length of one side is
called base line and is measured
• All the angles are measured and remaining sides are calculated
23. GEOGRAPHIC INFORMATION SYSTEM (GIS)
GIS is a system of combinations of hardware, software, people ,
methodologies for collection, recording, analyzing, querying and
displaying the geospatial data.
GIS data can be the combination of spatial and non-spatial or attribute
data.
24. GIS OPERATIONS
• 1. Spatial data input (field collected datas from our survey)
• 2. Attribute data management
• 3.Data display and exploration
• 4.Data Analysis (IDW, Contour generation)
• 5. Data interpolation and visualization (cartographic tools)
26. ARC MAP IN MAP LAYOUT AND DATA VISUALIZATION
ArcGIS - a very powerful GIS tool from ESRI was deployed to carry analysis of data and
design of map layouts.
The powerful features with fluent Graphical Interface makes easier to perform data
exploration, efficiently design map layouts, generate contours of desired interval, or visualize
the data in required formats.
28. ARCGIS TOOLS IN SURVEY CAMP
-Preparation of the Topographic map of the surveyed area.
-Preparation of the contour map of the bridge site.
-Preparation of the cross-section of the river site.
29. GIS : CONCLUDING REMARKS
ARCGIS saved time, effort and gave us better insights of our data
maintaining the accuracy.
The data analysis was much easier saving a lot of human effort.
Similarly, GIS has a lot of usages and application with advanced database
features integrated in the software