Engineering Surveying

Surveying is the science and art of determining the relative positions of points on or near the earth’s surface and the angles and distances between them. It provides the geometric framework for mapping, engineering design, construction, and land division. Accurate surveys underpin the planning and execution of infrastructure projects, property boundaries, and scientific research.

Basis of Comparison Plane Survey Geodetic Survey
Definition A surveying method that considers the earth's surface as a flat plane where all plumb lines are parallel A surveying method that takes into account the true shape and size of the earth (geoid)
Earth's Curvature Neglected - assumes earth is flat for calculations Considered - accounts for earth's curvature in measurements
Area Covered Small areas (less than 250 km²) Large areas (more than 250 km²)
Accuracy Less accurate for large areas Highly accurate even for large areas
Measurement Techniques Uses simple instruments like chain, tape, plane table, etc. Uses sophisticated instruments like GPS, theodolites, total stations, etc.
Purpose For local engineering projects, property boundaries, small-scale mapping For national mapping, establishing control points, large infrastructure projects
Reference Surface Assumes flat plane as reference Uses ellipsoid or geoid as reference surface
Error Correction Does not apply corrections for earth's curvature Applies corrections for curvature, refraction, etc.
Plumb Lines Considers all plumb lines as parallel Accounts for convergence of plumb lines toward earth's center
Applications Cadastral surveys, topographic surveys of small areas, construction surveys National mapping, satellite positioning, large-scale engineering projects
Mathematical Treatment Uses plane trigonometry Uses spherical trigonometry
Control Points Local control points with arbitrary coordinates Global or national control points with precise geodetic coordinates

General Classification of Surveying

Surveying can be classified based on several criteria including purpose, instruments used, methods employed, and the nature of the field. Below is the comprehensive classification.

1. Based on the Nature of Field

Type Description Applications
Land Surveying Deals with measurement of land and its boundaries Property surveys, cadastral surveys, topographic surveys
Marine/Hydrographic Surveying Measurement of bodies of water and coastal areas Navigation charts, port construction, offshore drilling
Astronomical Surveying Uses observations of celestial bodies Determining absolute locations, azimuths, and time

2. Based on Purpose

Type Description Applications
Engineering Survey Surveying for engineering projects Roads, bridges, buildings, dams
Military Survey Surveying for defense purposes Strategic planning, missile guidance
Mine Survey Surveying of underground and surface mines Mineral exploration, mine planning
Geological Survey Surveying for geological studies Mineral exploration, earthquake studies
Archaeological Survey Surveying of ancient sites Preservation, documentation of historical sites

3. Based on Instruments Used

Type Instruments Characteristics
Chain Survey Chain, tape, arrows, ranging rods Simple, no angular measurements
Compass Survey Prismatic compass, chain, tape Angular measurements with compass
Plane Table Survey Plane table, alidade, spirit level Simultaneous observation and plotting
Theodolite Survey Theodolite, chain/tape Precise angular measurements
Leveling Survey Dumpy level, staff Elevation measurements only
Photogrammetric Survey Aerial cameras, stereoplotters Uses photographs for measurements
GPS Survey GPS receivers Satellite-based positioning

4. Based on Methods Employed

A. Triangulation

  • System of triangles measured to determine positions
  • Primary method for establishing horizontal control
  • Can be primary or secondary triangulation

B. Traversing

  • Series of connected lines with measured lengths and angles
  • Types: Closed traverse, Open traverse
  • Common in boundary surveys and route surveys

C. Leveling

  • Determination of elevations
  • Types: Differential leveling, Trigonometric leveling, Barometric leveling

D. Radiation

  • Measurements taken from a single central point
  • Used for small area surveys

E. Intersection

  • Locating points by intersecting lines from two known points
  • Used when direct measurement is difficult

5. Based on Accuracy Required

Type Accuracy Applications
First-order Survey Highest accuracy (1:100,000 or better) National control networks, geodetic surveys
Second-order Survey High accuracy (1:50,000 to 1:100,000) State or regional control surveys
Third-order Survey Moderate accuracy (1:10,000 to 1:50,000) Property surveys, engineering projects
Fourth-order Survey Lower accuracy (less than 1:10,000) Small local surveys, rough measurements

6. Special Survey Types

Type Description
Cadastral Survey Determination of land ownership boundaries
Topographic Survey Mapping natural and man-made features with elevations
Route Survey Surveying for linear projects like roads, pipelines
Construction Survey Surveying for construction layout and control
Deformation Survey Monitoring movement of structures or ground

Types of Surveying

Surveying methods are categorized by their purpose, techniques, and instruments. Below is a general list of common survey types:

  • Cadastral Survey: Defines property boundaries and land ownership.
  • Topographic Survey: Maps natural and man-made features at ground level.
  • Engineering Survey: Guides design and construction of roads, bridges, and buildings.
  • Control Survey: Establishes a network of reference points for other surveys.
  • Hydrographic Survey: Measures underwater features for navigation and engineering.
  • Mining Survey: Plans and monitors underground and surface mining operations.
  • Photogrammetric Survey: Derives measurements from aerial photographs or satellite images.
  • Geophysical Survey: Investigates subsurface conditions using physical methods (e.g., seismic).

Difference Between Plane and Geodetic Survey

Characteristic Plane Survey Geodetic Survey
Earth’s Curvature Neglected—assumes a flat surface Considered—requires spheroidal models
Area Coverage Small areas (up to a few hundred km²) Large areas (countries, continents)
Corrections Needed Minimal or none Corrections for curvature, refraction, gravity
Network Geometry Traverses and local triangles Large-scale triangulation, arcs of great circles
Applications Site planning, cadastral work National mapping, satellite positioning

Classification of Surveying

General Classification

General classification groups surveys by their end use and method:

  • By Purpose: cadastral, topographic, engineering, hydrographic
  • By Method: leveling, traversing, triangulation, photogrammetry
  • By Scale: large-scale (detailed), medium-scale (regional), small-scale (national)

Advanced Classification

Advanced methods leverage modern instruments and computational tools:

  • Global Navigation Satellite Systems (GNSS): Real-time kinematic and network solutions.
  • Terrestrial Laser Scanning (LiDAR): High-density point clouds for as-built modeling.
  • Unmanned Aerial Vehicles (UAV): Drone-based photogrammetry and LiDAR.
  • Robotic Total Stations: Automated angle and distance measurement with remote control.
  • Remote Sensing: Satellite imagery for large-area analysis and change detection.
  • Digital Leveling: Electronic read-outs and data logging for precision leveling.

Principles of Surveying

Fundamental principles ensure accuracy, reliability, and consistency in survey work:

  1. Working from Whole to Part: Establish a robust control framework before detailed mapping.
  2. Consistency: Use consistent methods and instruments throughout the project.
  3. Accuracy and Precision: Balance the required precision with cost and time constraints.
  4. Repetition: Repeat critical measurements to detect and reduce random errors.
  5. Redundancy: Measure overlapping features to cross-check and validate results.
  6. Closure: Ensure traverses and loops close within acceptable error limits.
  7. Systematic Checks: Apply checks such as back-sights, opposite bearings, and level loops.
  8. Documentation: Record all field notes, calibrations, instrument settings, and environmental conditions.
  9. Adjustment and Compensation: Apply least-squares or balancing methods to distribute residual errors.
  10. Proper Instrument Care: Calibrate, level, and maintain equipment to uphold measurement integrity.