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Demo university, Civil Engineering Semester 3, Surveying Syllabus
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Unit - 1 Compass and Levelling
1.1 Definition and importance of Surveying
1.2 Principle of Surveying
1.3 Definition and objective of Surveying
1.4 Fundamental Classification of Surveying
1.5 Concept of Scale
1.6 Ranging
1.7 Chaining
1.8 Offsetting
1.9 Traversing
1.10 Construction and use of Prismatic Compass
1.11 Concept and Types of Bearing
1.12 Meridian and their types
1.13 Local attraction and correction for local attraction
1.14 Dip of the needle
1.15 Declination
1.16 Calculation of True bearings
1.17 Equipments required for Plane Table Surveying
1.18 Uses of Plane Table Surveying
1.19 Advantages and Disadvantages of Plane Table Surveying
1.20 Errrors in Plane Table Surveying
1.21 Methods of Plane Table Surveying
1.22 Introduction to Levelling Types of leveling
1.23 Types of Benchmarks
1.24 Study and Use of Dumpy Level
1.25 Study and Use of Auto Level
1.26 Study and Use of Digital level
1.27 Study and Use of Laser level
1.28 Principal axes of dumpy level
1.29 Testing and Permanent adjustments
1.30 Reciprocal leveling
1.31 Curvature and Refracture correction
1.32 Distance to the visible horizon
1.33 Collimation Plane method
1.34 Rise and Fall method
Unit - 2 Theodolite Surveying
2.1 Study of Vernier transit 20” theodolite
2.2 Use of theodolite for the measurement of horizontal angle by repetition and reiteration method
2.3 Vertical angles
2.4 Measurement of Deflection angle using transit theodolite
2.5 Measurement of magnetic bearing
2.6 Prolonging of a line
2.7 Lining in and setting out an angle with a theodolite
2.8 Fundamental axes of theodollite
2.9 Testing and Permanent adjustment of transit theodolite
2.10 Theodollite Traversing
2.11 Computation of Consecutive and independent coordinates
2.12 Adjustment of Closed traverse by transit rule
2.13 Bowditch’s Rule
2.14 Gales Traverse Table
2.15 Checks and Omitted Measurements
2.16 Area calculation by independent coordinate
Unit - 3 Tacheometric and Contouring
3.1 Tacheometry
3.2 Applications and Limitations
3.3 Principle of Stadia tacheometry
3.4 Fixed hair method with vertical staff to determine horizontal distances and elevation of points
3.5 Finding Tacheometric Constant
3.6 Tacheometric Contouring
3.7 Numerical
3.8 Contouring
3.9 Definition of Contours
3.10 Characteristics of Contours
3.11 Contour patterns for Various natural Features
3.12 Direct and Indirect methods of contouring
3.13 Uses of Contour Maps
3.14 Study and Use of Toposheets
3.15 Profile leveling crosssectioning and their applications
Unit - 4 Curves
4.1 Introduction to Horizontal and Vertical Curve
4.2 Different types of Curves and their applications
4.3 Simple Circular Curve
4.4 Compound circular Curve
4.5 Elements and setting out by linear methods such as radial and perpendicular offsets
4.6 Offsets from long chord
4.7 Successive bisection of chords
4.8 Offsets from chord produced
4.9 Angular method
4.10 Rankine’s method of deflection angle
4.11 Two theodolite method
4.12 Numerical on simple circular curve and compound curve
4.13 Transition Curve Necessity
Unit - 5 Space Based Positioning System
5.1 Introduction to Construction survey
5.2 Establishing Horizontal and Vertical Controls
5.3 Setting out of buildings
5.4 Maintaining Verticality of tall buildings
5.5 Survey for Open Traverse
5.6 Setting out of a bridge
5.7 Determination of the length of central line and location of Piers
5.8 Setting out of a tunnel
5.9 Surface setting out and transferring the alignment to underground
5.10 Introduction to SBPS system
5.11 GPS
5.12 GLONASS
5.13 GALILEO
5.14 GAGAN
5.15 Beidou System and their features
5.16 Segments of SBPS
5.17 Application of SBPS in Surveying
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Other Subjects of Semester-1
Mathematics iii
Basic electronics
Engineering geology
Engineering mechanics
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