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Fundamental Principles of Land Surveying: Classification and Types

Fundamental Principles of Land Surveying: Classification and Types

Hello friends! Obtaining accurate results in the world of surveying is an art. In today's article, we will discuss the fundamental principles and classifications that serve as the 'Bible' for every surveyor.

survey engineer with total station by nts study

Fundamental Principles of Surveying

To achieve accurate results and minimize errors, it is mandatory to follow two core principles:

(i) Working from Whole to Part

In this method, high-precision primary control points are first established for the entire area. Subsequently, secondary control points are identified, and finally, local details are plotted.

  • Benefit: This principle helps in localizing errors. If we perform a survey by adding small parts to create a whole, errors tend to accumulate, which can lead to unacceptable inaccuracies in the final result.

(ii) Locating New Points

To establish any new station ($C$), it is essential to take independent measurements from at least two known reference points ($A$ and $B$). Check lines and tie lines are utilized for this purpose to ensure the accuracy of the location.


Detailed Classification of Surveying

Surveying is primarily classified based on four criteria:

(A) Based on the Nature of the Field

  • Land Survey: Includes Topographical (natural features), Cadastral (property boundaries), and City surveys.

  • Hydrographic Survey: Determining the depth of water bodies (Sounding) and identifying marine routes.

  • Astronomical Survey: Determining the position of points on Earth by observing the Sun and stars.

(B) Based on the Purpose of the Survey

This category is crucial for engineering students:

  • Engineering Survey: Subdivided into Reconnaissance, Preliminary, and Location surveys.

  • Specialized Surveys: Includes Military, Mine, Geological, and Archaeological surveys for specific strategic or exploration purposes.

(C) Based on Instruments Used

Students are generally taught based on this classification:

  • Chain Surveying

  • Compass Surveying

  • Plane Table Surveying

  • Theodolite Surveying

  • Modern Instruments: Total Station and GPS.

(D) Based on Methods Employed

  • Triangulation: Utilizing a network of triangles to cover the area.

  • Traversing: Establishing a series of connected lines. This is further divided into Closed Traverse and Open Traverse.


NTS Study Note: This post is highly beneficial for students preparing for SSC JE or GATE exams.




🏗️ Surveying: Complete Study Guide & Index

📔 Part 1: Fundamentals of Surveying

📏 Part 2: Linear Measurement & Chain Survey

🧭 Part 3: Angular & Instrumental Survey

🏔️ Part 4: Levelling & Elevation

🛰️ Part 5: Modern Technologies

📝 Part 6: Practice & Quizzes (MCQs)


📚 Quick Revision Resources


Surveying IS Codes with Latest Revision Years

1. General Surveying & Instruments


2. Chain and Tape Surveying

  • IS 1492:1970 – Specification for Metric Surveying Chains.

  • IS 1269 (Part 1):1997 – Material and Construction of Steel Tapes.

  • IS 1269 (Part 2):1997 – Woven Metallic and Glass Fibre Tapes.

  • IS 1659:2006 – Specification for Invar Tapes for High Precision Measurement.


3. Theodolite and Tacheometry

  • IS 8002:1976 – Specification for Surveying Chain Vertical Vernier Theodolite.

  • IS 8330:1976 – Specification for Tilting Levels (Optical).

  • IS 8636:1977 – Specification for Tacheometers.


4. Leveling and Contouring

  • IS 9128:1992 – Specification for Tilting Levels.

  • IS 9573:1980 – Specification for Automatic Levels.

  • IS 1779:1961 – Specification for 4-metre Leveling Staff (Folding Type).


5. Modern Surveying (Total Station & GPS)

  • IS 16481:2016 – Guidelines for Accuracy and Testing of Total Stations.

  • IS 14855:2000 – Terminology and Concepts for GIS and Remote Sensing.


6. Measurement of Building Works

  • IS 1200 (Part 27):1992 – Method of Measurement of Building and Civil Engineering Works (Earthwork & Surveying).


 

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