Page 40 - B.E Civil Curriculum and Syllabus R2017 - REC
P. 40
Department of Civil Engineering, REC
REFERENCES:
1. Streeter, V.L., and Wylie, E.B., ―Fluid Mechanics‖, McGraw Hill, 2000.
2. Fox W.R. and McDonald A.T., Introduction to Fluid Mechanics John-Wiley and Sons, Singapore, 2013.
3. Roberson J.A and Crowe C.T., "Engineering Fluid Mechanics", Jaico Books Mumbai, 2000.
4. White, F.M., ―Fluid Mechanics‖, Tata McGraw Hill, 5th Edition, New Delhi, 2017.
5. Mohd. Kaleem Khan, "Fluid Mechanics and Machinery", Oxford University Press, New Delhi, 2015.
CE17305 SURVEYING L T P C
2 2 0 3
OBJECTIVES:
To conduct survey in the field using linear measurement equipments, compass and also to evaluate
the reduced level of points using different methods of levelling.
To apply the concepts of tacheometric surveying and trigonometric levelling in the field.
To understand the concepts of control surveying.
To understand advanced surveying topics like hydrographic surveying and astronomical surveying.
To utilize modern surveying equipments like total station and GPS in the field.
UNIT I FUNDAMENTALS OF CONVENTIONAL SURVEYING AND LEVELLING 9+3
Classifications and basic principles of surveying - Equipment and accessories for ranging and chaining -
Methods of ranging - Chain traversing - Obstacles - Tape corrections - Compass - Types of Compass-
Basic Principles - Bearing – Types - True Bearing - Magnetic Bearing - Local Attraction – Magnetic
declination – Dip – Levelling - Principles and theory of Levelling – Datum - Bench Marks – Temporary and
Permanent Adjustments - Methods of Levelling - Booking – Reduction - Sources of errors in Levelling -
Curvature and refraction - Contouring - Digital Planimeter - Uses.
UNIT II THEODOLITE AND TACHEOMETRIC SURVEYING 9+3
Horizontal and vertical angle measurements - Temporary and permanent adjustments - Heights and distances
- Tacheometer - Stadia Constants - Anallactic Lens -Tangential and Stadia, Tacheometry surveying -
Trigonometric levelling.
UNIT III CONTROL SURVEYING AND ADJUSTMENT 9+3
Horizontal and vertical control – Methods – specifications – triangulation - baseline – satellite stations –
reduction to centre - trigonometrical levelling – single and reciprocal observations – traversing – Gale‘s table
- Errors Sources - precautions and corrections – classification of errors – true and most probable values -
weighed observations – method of equal shifts – principle of least squares - normal equation – correlates -
level nets - adjustment of simple triangulation networks.
UNIT IV ADVANCED TOPICS IN SURVEYING 9+3
Hydrographic Surveying – Tides – MSL – Sounding methods – Three point problem – Strength of fix –
Sextants and station pointer – astronomical Surveying – Field observations and determination of Azimuth by
altitude and hour angle methods – Fundamentals of Photogrammetry and Remote sensing - Astronomical
terms and definitions - Motion of sun and stars - Celestial coordinate systems - different time systems -
Nautical Almanac - Apparent altitude and corrections - Field observations and determination of time,
longitude, latitude and azimuth by altitude and hour angle method.
UNIT V MODERN SURVEYING 9+3
Total Station : Advantages - Fundamental quantities measured - Parts and accessories - working principle
- On board calculations - Field procedure - Errors and Good practices in using Total Station.
Curriculum and Syllabus | B.E. Civil Engineering | R2017 Page 40
