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:
Produce a plan or map.
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
Ellipsoid Surface: A map of average sea level.
Geoid Surface: Represents a true sea level surface.
Physical Surface: The ground, also known as the topographic surface.
Types of Surveying
Various types include:
Geodetic surveying
Topographical surveying
Cadastral surveying
Engineering surveying
Underground surveying
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
Reconnaissance Survey
Includes walkover survey and reference sketch (prospection diagram).
Identify potential problems and solutions.
Determine the optimal control network with minimum control points.
Marking and Fixing Stations
Include the use of wooden pegs in soft ground for control networks.
Ensure they are distinguishable for progress monitoring.
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
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.
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