Plane Table Surveying: Principles and Essential Equipment
In land surveying, various instruments are used, but when the objective is to plot field conditions directly onto paper while on-site, a Plane Table is required. In this method, the primary apparatus is a plane table, which is essentially a drawing board mounted on a tripod. A drawing sheet is fixed to the table, objects on the ground are observed, distances are measured, and the points are plotted on the sheet immediately in the field. Since plotting is done on-site, there is virtually no risk of missing any necessary measurements. Although the accuracy is relatively lower compared to other methods, it is highly effective for filling in details between survey stations already established by more precise methods.
Principles and Essential Equipment
Plane Table Surveying is a graphical method of surveying where the field observations and plotting are done simultaneously. Unlike other methods where you record data in a field book to plot later in an office, the map is produced right before your eyes while you are still on the ground.
🛠️ Essential Equipment & Accessories
To conduct a professional plane table survey, you need a specific set of tools. Each serves a unique purpose in ensuring the map is accurate and properly oriented.
1. The Plane Table (Board & Tripod)
The Board: A high-quality, seasoned wooden board (usually $600 \times 750$ mm) provides a perfectly flat surface for the drawing sheet.
The Tripod: A sturdy three-legged stand that supports the board. It allows the board to be leveled and rotated $360^\circ$ before being clamped into position.
2. The Alidade (Sighting Ruler)
This is a straight-edge ruler used for sighting objects and drawing lines.
Plane Alidade: A simple ruler with two vanes (eye vane and object vane) at the ends.
Telescopic Alidade: Equipped with a telescope for increased range and accuracy, especially useful for hilly terrain.
Fiducial Edge: The beveled (slanted) edge of the alidade used for drawing the lines of sight (rays).
3. Plumbing Fork and Plumb Bob
Purpose: Used for Centering.
Function: This U-shaped metal frame ensures that the point on the paper is exactly over the corresponding point on the ground. The plumb bob hangs from the bottom arm, while the top pointer marks the paper.
4. Trough Compass
Purpose: Used for Orientation.
Function: A rectangular box containing a magnetic needle. It is used to mark the magnetic North on the drawing sheet so that the table is oriented correctly in relation to the Earth's magnetic field.
5. Spirit Level
Purpose: Used for Leveling.
Function: A small tube containing a bubble. It is placed on the table in two positions (perpendicular to each other) to ensure the table is perfectly horizontal.
🔄 The Three Critical Operations
Before you start drawing, you must perform these three steps at every new station:
Leveling: Ensuring the table is horizontal using the spirit level.
Centering: Aligning the point on the paper with the station peg on the ground using the plumbing fork.
Orientation: Ensuring the table is parallel to its position at previous stations. This is done via Back Sighting (more accurate) or using the Trough Compass.
Pros and Cons at a Glance
| Advantages | Disadvantages |
| No missing details: Since you are on-site, you can visually check if a tree or building was missed. | Weather dependent: You cannot work in rain, heavy fog, or high winds. |
| Fast: Direct plotting eliminates the need for tedious office work later. | Lower precision: Not suitable for high-precision geodetic work. |
| Simple: Great for filling in topographical details. | Bulky: Carrying the board, tripod, and accessories can be physically demanding. |
💡 NTS Pro-Tip: The Secret to Accuracy
Orientation is the most critical process in Plane Table Surveying. If you are moving the table across multiple stations, always use the Back Sighting method for orientation. It provides much more accurate results than a Trough Compass and minimizes errors caused by 'Local Attraction' in your map.
🏗️ Surveying: Complete Study Guide & Index
📔 Part 1: Fundamentals of Surveying
Surveying: A Bird's Eye View – Meaning and significance of land surveying.Fundamental Principles – Classification and types of surveying.Primary Division – Understanding Plane vs. Geodetic Surveying.Representative Fraction (RF) – Utilization of scales and reduction factors.
📏 Part 2: Linear Measurement & Chain Survey
Chain Surveying – Basic procedures and workflow.Errors & Adjustments in Chaining – Deficiencies in measurement and their remedies.Distance Measurement Methods – Detailed discussion on linear surveying tools.Tape Corrections – Adjustments for Sag, Temperature, and Pull.
🧭 Part 3: Angular & Instrumental Survey
Compass Surveying – Magnetic bearing survey and its applications.Plane Table Surveying – Equipment used and graphical methods.Theodolite Surveying – Horizontal and vertical angle measurement.Total Station – Components, features, and modern digital use.
🏔️ Part 4: Levelling & Elevation
Need for Levelling – Why vertical measurement is vital in civil engineering.Key Concepts: RL & Datum – Definitions of Reduced Level, Datum, and Benchmarks.Operating Levelling Instruments – Handling Auto Level and Tilting Level.
🛰️ Part 5: Modern Technologies
Remote Sensing – Information on INSAT and IRS Series satellites.GIS & LIS Systems – Geographic data management and functionality.Laser Scanning – Advanced application and control.Geoid & Ellipsoid – Understanding the mathematical shape of the Earth.
📝 Part 6: Practice & Quizzes (MCQs)
Surveying Quiz 1 (01-25) – GPS, Remote Sensing, and Photogrammetry.Surveying Quiz 2 (26-50) – Ranging, EDM, and Tacheometry.Surveying Quiz 3 (51-75) – Contouring and HI Method Levelling.Surveying Quiz 4 (76-100) – Transition Curves and Bowditch Rule.Surveying Quiz 5 (101-125) – Plane table and CompassSurveying Quiz 6 (125-150) – Theodolite Surveying and LevellingSurveying Quiz 7 (151-175) – Tacheometry, Curves, Modern Surveying Instruments (EDM/GPS)Surveying Quiz 8 (175-200) – Area & Volume Calculation, Minor Instruments
📚 Quick Revision Resources
Surveying IS Codes with Latest Revision Years
1. General Surveying & Instruments
IS 1491:1959 – Specification for Prismatic Compass (Liquid and Non-liquid).
IS 1963:1981 – Specification for Bubbles for Surveying Instruments.
IS 2988:1995 – Glossary of Terms Relating to Surveying Instruments.
IS 1634:1992 – Code of Practice for Design and Construction of Storage for Surveying Instruments.
IS 1491:1959 – Specification for Prismatic Compass (Liquid and Non-liquid).
IS 1963:1981 – Specification for Bubbles for Surveying Instruments.
IS 2988:1995 – Glossary of Terms Relating to Surveying Instruments.
IS 1634:1992 – Code of Practice for Design and Construction of Storage for 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.
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.
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).
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.
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).
IS 1200 (Part 27):1992 – Method of Measurement of Building and Civil Engineering Works (Earthwork & Surveying).

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