CE1202: Introduction to Infrastructure Planning - Study Notes

CE1202: Introduction to Infrastructure Planning

Instructor: Dr. T.M. Rengarasu


Introduction

  • Instructor: Dr. T.M. Rengarasu


Surveying

Definition

  • Surveying: The science of determining the position, in three dimensions, of natural and man-made features on or beneath the surface of the Earth.

    • Importance: Essential to engineers for planning, designing, and constructing projects.

    • Engineers must understand:

    • Limits of accuracy in construction and manufacturing processes.

    • Capabilities and limits of surveying instrumentation and techniques.

    • This combined knowledge helps in completing projects economically and efficiently.


Objectives of Surveying

  • Two primary functions:

    1. Produce a plan or map.

    2. Lay out pegs or marks on the ground.


Principles of Surveying

Foundations of Practice

  • Control: A framework of survey stations with precisely determined coordinates.

  • Economy of Accuracy: Surveys should be as accurate as necessary for specific purposes without excess accuracy.

  • Consistency: Modern survey adjustment methods allow flexibility; not all parts of a survey need to have the same quality.

Quality Assurance Techniques

  • Independent Check: A technique to guard against blunders or gross errors; applicable at all survey stages.

  • Safeguarding: Ensures protection of work; requires legible and unambiguous documentation, particularly for control surveys and survey monuments.


Types of Surfaces in Surveying

  1. Ellipsoid Surface: A map of average sea level.

  2. Geoid Surface: Represents a true sea level surface.

  3. Physical Surface: The ground, also known as the topographic surface.


Types of Surveying

  • Various types include:

    1. Geodetic surveying

    2. Topographical surveying

    3. Cadastral surveying

    4. Engineering surveying

    5. Underground surveying

    6. Hydrographic surveying


Geodetic Surveying

  • Surveys that account for the Earth's spherical shape over large areas.

  • Formula: c = 0.0785D^2

    • Where:

    • D = distance in kilometers

    • c = curvature in meters

    • Example:

    • If D = 100m (or 0.1 km), then c = 0.785 mm.


Topographical Surveying

  • Surveys to produce maps or plans showing main physical features on the ground like roads, rivers, and buildings.

  • Map scale considerations:

    • 1:10,000 or smaller = map

    • Greater than 1:10,000 = plan


Cadastral Surveying

  • Surveys for producing plans showing property boundaries and areas for land tax assessment.

  • Accuracy is crucial to prevent disputes over land.


Engineering Surveying

  • Surveys conducted specifically for engineering purposes (buildings, dams, roads).

  • Usually limited in area and treated as plane surveys.


Hydrographic and Underground Surveying

  • Hydrographic Surveying: Studies areas of water (e.g., lakes, rivers) for shorelines and underwater features.

  • Underground Surveying: Conducted within mines and tunnels for layout and planning purposes.


Scale of a Map

  • Example Scales:

    • 1:10,000 scale indicates that one unit on the map represents 10,000 units on the ground.

    • 1:200 scale indicates one unit on the map represents 200 ground units.

  • Allowable scales for surveys: 1:100, 1:200, 1:250, 1:500, 1:1000.


Field Work in Surveying

Steps Involved

  1. Reconnaissance Survey

    • Includes walkover survey and reference sketch (prospection diagram).

    • Identify potential problems and solutions.

    • Determine the optimal control network with minimum control points.

  2. Marking and Fixing Stations

    • Include the use of wooden pegs in soft ground for control networks.

    • Ensure they are distinguishable for progress monitoring.

  3. Running the Survey Line

    • Implement practical surveying principles.


Ranging Poles in Field Work

  • Characteristics:

    • Usually painted with alternating red-white or black-white bands.

    • Wooden poles may have metal tips for reinforcement.


Tie Measurements

  • Considerations:

    • Avoid tie measurements on the same side to optimize the layout.


Sample Tie Measurement Scenario

  • Example involving locations such as Ambilipitiya and surroundings.

  • Includes coordinates and features such as trees and roads relevant to survey plots.


Fundamental Principles of Surveying

Core Principles

  1. Working from Whole to Part

    • Establish a set of precise control points first.

    • Minor points can then be accurately defined with less precise methods.

    • Prevents error accumulation and magnification.

  2. Locating a Point with Reference to Two Fixed Points

    • Relative positions are determined by measurements from two fixed reference points.


Locating Points: Methods

  • Using Two Distances:

    • Point C determined by the intersection of arcs from points A and B.

  • Using Perpendicular Measurements:

    • Drop a perpendicular to reference line and measure lengths.

  • Using Angles:

    • Measure an angle and distance from the known point to plot new point.


Thank You

  • Instructor: Dr. T.M. Rengarasu