6th Semester sylllabus download for Civil engineering

SEMESTER – VI
CODE NO. COURSE TITLE
L T P C
THEORY
CE 9351 Structural Analysis II 3 1 0 4
CE 9352 Irrigation Engineering 3 0 2 4
CE 9353
Design of Reinforced Cement Concrete and
Masonry Structures
3 0 0 3
CE 9354 Waste Water Engineering 3 0 0 3
CE 9355 Fundamentals of Remote Sensing and GIS 3 0 2 4
Elective-II 3 0 0 3
PRACTICAL
CE 9356 Computer Aided Structural Engineering Drawing 0 0 4 2
CE 9357 Water and Wastewater Testing Laboratory 0 0 4 2
CE 9358 Survey Camp - - - 2
CE 9359 Technical Seminar 0 0 2 1
TOTAL 18 1 14 28
CE 9351 STRUCTURAL ANALYSIS-II L T P C
3 1 0 4
OBJECTIVE:
To learn the influence lines and its uses in various applications like bridges, arches. Also to
learn Plastic analysis of beams and rigid frames.
UNIT I MOVING LOADS AND INFLUENCE LINES 12
Influence lines for reactions in statically determinate structures – influence lines for member
forces in pin jointed frames – Influence lines for shear force and bending moment in beam
sections – Calculation of critical stress resultants due to concentrated and distributed moving
loads.
UNIT II INFLUENCE LINES FOR INDETERMINATE STRUCTURES 12
Muller Breslau’s principle – Application of Muller Breslau’s principle to determinate beams and
continuous beams.
UNIT III ARCHES 12
Arches structural forms – Examples of arch structures – Types of arches – Analysis of three
hinged, two hinged and fixed arches parabolic and circular arches – Settlement and
temperature effects
UNIT IV SUSPENSION BRIDGES AND SPACE TRUSSES 12
Analysis of suspension bridges – Unstiffened cables and cables with three hinged stiffening
girders – Influence lines for three hinged stiffening girders. Introduction to analysis of space
trusses using method of tension coefficients – Beams curved in plan.
UNIT V PLASTIC ANALYSIS 12
Statically indeterminate structures – Beams in pure bending – Plastic moment of resistance –
Plastic modulus – Shape factor – Load factor – Plastic hinge and mechanism. Static and
kinematic methods – Upper and lower bound theorems -Plastic analysis of indeterminate
beams and frames.
L: 45 + T: 15 TOTAL: 60 PERIODS
TEXT BOOKS:
1. Bhavikatti, S S, Structural Analysis Vol.1 and 2, Vikas Publishing House Pvt Ltd., New
Delhi-4, 2003.
2. B.C.Punmia, Ashok Kumar Jain & Arun Kumar Jain, Theory of structures – Laxmi
Publications, New Delhi, 2004.
3. Vaidyanathan, R and Perumal, P, Structural Analysis Vol.1 and 2 Laxmi Publications, New
Delhi, 2004
REFERENCES:
1. Jain A.K. and Arya A.S., Structural Analysis, Vol.II, Nemchand Publishers, Roorkee, 1996
2. Ashok K.Jain, “Advanced Structural Analysis”, Nem Chand & Bros, 1996
3. Reddy C.S., “Basic Structural Analysis”. Tata McGraw Hill Publishing Co. Ltd., 2002.
4. Harry H West, “Fundamentals of Structural Analysis ” John Wiley & sons Inc, 2002
5. Timoshenko S.P, “Theory of Structures”, McGraw Hill Publishing Intl Ltd, 1965
CE 9352 IRRIGATION ENGINEERING L T P C
3 0 2 4
OBJECTIVE:
To introduce the student to the concept of soil – Plant characteristics and their water
requirements. At the completion of the course the students should be able to understand the
necessity of planning an irrigation system to provide water at the right quantity and at right
time.
UNIT I IRRIGATION PRINCIPLES 10
Need for irrigation – Advantages and ill effects – Development of irrigation – National Water
Policy – Tamil Nadu scenario - Physical properties of soil that influence soil moisture
characteristics – Concept of soil water potential and its components: Gravitational, Pressure
and Osmotic- Retention of water in soils and concept of plant available water – Movement of
water into and within the soils – Measurement of soil moisture content and the matric tension
with which it its held
UNIT II IRRIGATION WATER REQUIREMENT AND CROPS 8
Soil- Water-Plant relationship - Water as a constituent of plant – Soil-Plant-Atmosphere
continuum – Terminology in plant – Water relationships (Evapotranspiration, consumptive use
and crop factor) – Critical stages of crop growth for water requirement – Analysis of crop water
demand: basic concepts and estimation
UNIT III IRRIGATION SYSTEM COMPONENTS 11
Components of irrigation network; Diversion headworks, Canal regulators, Canal drop, canal
cross drainage works, Canal outlets, - Functions of the above components – Canal lining -
Supply of irrigation water: Duty, Delta and Base period – Concepts of Kennedy’s and Lacey’s
formulae
UNIT IV FIELD TECHNIQUES 8
Field Measurements, Land leveling and drainage – Irrigation methods: relative merits and
limitations – Evaluation of irrigation methods –Irrigation water quality - Irrigablity of soils and
the irrigation related degradation of soil resource (such as water logging, salinity and sodicity)
UNIT V IRRIGATION WATER MANAGEMENT 8
Need for interdisciplinary approach – Irrigation beneficiaries - Irrigation Efficiency- Irrigation
scheduling concepts – methods of irrigation scheduling – On farm development works -
Participatory approach: farmer’s organization and turn over – Water Users Association –
Economical aspects of irrigation
UNIT VI DESIGN AND DRAWING OF IRRIGATION STRUCTURES (FOR INTERNAL
EVALUATION)
Design of Tank Surplus Weir – Tank Sluice with a Tower Head – Direct Sluice taking off from
a main canal – Canal Drop with Notch Type – Regulators across the canal – Profile of Gravity
Dam using AutoCAD – Design of Cross Drainage work: Syphon Aqueduct (Type III)
L: 45 + P: 30 TOTAL: 75 PERIODS
TEXT BOOKS:
1. Micheal, A. M., Irrigation – Theory and Practice, Vikas Publishing House, New Selhi, 1990.
2. Sharma, R. K., Irrigation Engineering and Hydraulic Structures, Oxford and IBH Publishing
Company, New Delhi, 1994.
3. Dilip Kumar Mujumdar, Irrigation Water Management – Principals and Practice, Prentice
Hall of India, New Delhi, 2000.33
REFERENCES:
1. Sathyanarayana Murthy, Water Resources: Engineering Principles and Practices, New
Age Publishers, New Delhi, 1997.
2. Wynn R. Walker and Gaylord V. Skogerboe, Surface Irrigation: Theory and Practice,
Prentice Hall, Englewood, New Jersey, 1987.
CE 9353 DESIGN OF REINFORCED CEMENT CONCRETE AND L T P C
MASONRY STRUCTURES 3 0 0 3
OBJECTIVE:
To introduce the various philosophies of R.C. design and to study in detail the limit state
design of structural elements such as beams, columns and footings
UNIT I DESIGN CONCEPTS AND ELASTIC DESIGN OF BEAMS 10
Concept of elastic method, ultimate load method and limit state method – Advantages of Limit
State method over other methods – Limit State philosophy as detailed in current IS Code.
Design of rectangular beam section by elastic method.
UNIT II LIMIT STATE DESIGN OF BEAMS 10
Design of singly and doubly reinforced rectangular and flanged beams – use of design aids for
flexure – Behaviour of R.C. beams in shear and torsion – Shear and torsional reinforcement –
Limit State design of R.C. members for combined bending, shear and torsion – Use of design
aids. Design requirement for bond and anchorage as per IS code. Serviceability requirements.
UNIT III LIMIT STATE DESIGN OF SLABS 10
Behaviour of one way and two way slabs –– design of one way simply supported, cantilever
and continuous slabs. Design of two-way slabs for various edge conditions. Types of
staircases - design of dog-legged staircase.
UNIT IV LIMIT STATE DESIGN OF COLUMNS AND FOOTING 10
Types of columns – design of short columns for axial load, combined axial load with uniaxial
and biaxial bending - use of design aids. Design of footing for masonry and reinforced walls –
design of axially and eccentrically loaded square and rectangular footings – design of
combined rectangular footings for two columns only
UNIT V MASONRY MEMBERS 5
Design of masonry walls, pillars and footings as per NBC and IS Codes.
TOTAL: 45 PERIODS
TEXT BOOKS:
1. Sinha, S.N. Reinforced Concrete Design, Tata McGraw Hill Publishing Company Ltd. 1996
2. Varghese, P.C., Limit State Design of Reinforced Concrete, Prentice Hall of India Pvt. Ltd.
2002
3. Unnikrishna Pillai and Devdass Menon, Reinforced Concrete Design, Tata McGraw Hill
Publishing Company Ltd. 200234
REFERENCES:
1. Purushothaman, P. Reinforced Concrete Structural Elements, Tata McGraw Hill
Publishing Co. Ltd. 1992
2. Krishna Raju N., Design of Reinforced Concrete Structures, CBS Publishers and
Distributors, Delhi 1995
CE 9354 WASTE WATER ENGINEERING L T P C
3 0 0 3
OBJECTIVE:
Principles and design of Sewage Collection, Conveyance, treatment and disposal system will
be covered. Relevant GIS codes and Government of India manual will be referred..
UNIT I PLANNING FOR SEWERAGE SYSTEMS 9
Sources of wastewater generation – Effects – Estimation of sanitary sewage flow – Estimation
of storm runoff – Factors affecting Characteristics and composition of sewage and their
significance – Effluent standards – Legislation requirements.
UNIT II SEWER NETWORK DESIGN 9
Sewerage – Hydraulics of flow in sewers – Objectives – Design period - Design of sanitary
and storm sewers – Small bore systems - Computer applications – Laying, joining & testing of
sewers – appurtenances – Pumps – selection of pumps and pipe Drainage -. Plumbing
System for Buildings – One pipe and two-pipe systems.
UNIT III PRIMARY TREATMENT OF SEWAGE 9
Objective – Unit Operation and Processes – Selection of treatment processes – Onsite
sanitation - Septic tank, Grey water harvesting – Primary treatment – Principles, functions
design and drawing of screen, grit chambers and primary sedimentation tanks – Construction,
Operation and Maintenance aspects.
UNIT IV SECONDARY TREATMENT OF SEWAGE 9
Objective – Selection of Treatment Methods – Principles, Functions, Design and Drawing of
Units - Activated Sludge Process and Trickling filter, other treatment methods – Oxidation
ditches, UASB – Waste Stabilization Ponds – Reclamation and Reuse of sewage - Recent
Advances in Sewage Treatment – Construction and Operation & Maintenance aspects –
Layout and Hydraulic profile of treatment plants.
UNIT V DISPOSAL OF SEWAGE AND SLUDGE 9
Standards for Disposal - Methods – dilution – Self purification of surface water bodies –
Oxygen sag curve – Land disposal – Sewage farming – Deep well injection – Soil dispersion
system. Sludge characterization – Thickening – Sludge digestion – Biogas recovery – Sludge
Conditioning and Dewatering – disposal – Advances in Sludge Treatment and disposal.
TOTAL: 45 PERIODS
TEXT BOOKS:
1. Garg, S.K., Environmental Engineering Vol. II, Khanna Publishers, New Delhi, 2003.
2. Punmia, B.C., Jain, A.K., and Jain.A., Environmental Engineering, Vol.II, Lakshmi
Publications, Newsletter, 2005.
REFERENCES:
1. Manual on Sewerage and Sewage Treatment, CPHEEO, Ministry of Urban Development,
Government of India, New Delhi, 1997.
2. Metcalf and Eddy - Wastewater Engineering – Treatment and Reuse, Tata Mc.Graw-Hill
Company, New Delhi, 2003.
CE 9355 FUNDAMENTALS OF REMOTE SENSING AND GIS L T P C
3 0 2 4
OBJECTIVE:
To introduce the students to the basic concepts and principles of various components of
remote sensing. To provide an exposure to GIS and its practical applications in civil
engineering.
UNIT I EMR AND ITS INTERACTION WITH ATMOSPHERE & EARTH MATERIAL 9
Definition of remote sensing and its components – Electromagnetic spectrum – wavelength
regions important to remote sensing – Wave theory, Particle theory, Stefan-Boltzman and
Wein’s Displacement Law – Atmospheric scattering, absorption – Atmospheric windows –
spectral signature concepts – typical spectral reflective characteristics of water, vegetation
and soil.
UNIT II PLATFORMS AND SENSORS 9
Types of platforms – orbit types, Sun-synchronous and Geosynchronous – Passive and Active
sensors – resolution concept – Pay load description of important Earth Resources and
Meteorological satellites – Airborne and spaceborne TIR and microwave sensors.
UNIT III IMAGE INTERPRETATION AND ANALYSIS 9
Types of Data Products – types of image interpretation – basic elements of image
interpretation - visual interpretation keys – Digital Image Processing – Pre-processing – image
enhancement techniques – multispectral image classification – Supervised and unsupervised.
UNIT IV GEOGRAPHIC INFORMATION SYSTEM 9
Introduction – Maps – Definitions – Map projections – types of map projections – map analysis
– GIS definition – basic components of GIS – standard GIS softwares – Data type – Spatial
and non-spatial (attribute) data – measurement scales – Data Base Management Systems
(DBMS).
UNIT V DATA ENTRY, STORAGE AND ANALYSIS 9
Data models – vector and raster data – data compression – data input by digitization and
scanning – attribute data analysis – integrated data analysis – Modeling in GIS – Highway
alignment studies – Land Information System.
L: 45 + P: 30 TOTAL: 75 PERIODS
TEXT BOOKS:
1. Lillesand, T.M., Kiefer, R.W. and J.W.Chipman., Remote Sensing and Image
Interpretation. V Edn. John Willey and Sons (Asia) Pvt. Ltd., New Delhi, 200436
2. Anji Reddy, M., Textbook of Remote Sensing and Geographical Information System.
Second edn. BS Publications, Hyderabad, 2001
3. Lo. C.P.and A.K.W.Yeung, Concepts and Techniques of Geographic Information Systems.
Prentice-Hall of India Pvt. Ltd., New Delhi, 2002
4. Peter A.Burrough, Rachael A.McDonnell, Principles of GIS, Oxford University Press, 2000
5. Ian Heywood., An Introduction to GIS, Pearson Education Asia, 2000
CE 9356 COMPUTER AIDED STRUCTURAL ENGINEERING DRAWING L T P C
0 0 4 2
OBJECTIVES:
To develop the ability to design steel and concrete structural components and transfer the
design into drawings as per IS Codes
1. Design and Drawing of R.C.C. cantilever and counter fort type retaining walls with
reinforcement details.
2. Design and Detailing of R.C slab and R.C. Tee Beam Bridge deck and
reinforcement details
3. Design of circular, rectangular and intz type water tank – Reinforcement details Design of
R.C.C. circular and rectangular water tanks – ground – overhead - Reinforcement detail.
4. Design of plate girder – Twin girder deck type railway bridge – Through type and deck type
Highway bridges – Truss girder bridges – Detailed drawing – riveted and welded
connections. Basic Structural Steel Connection Details – Design of Plate Girder – Detailed
Drawing – Design and Detailing of Steel Roof Truss.
5. Design of rectangular and hemispherical bottomed steel tank – Staging riveted joints -
Detailed Drawing.
6. Demonstration using modern soft ware
TOTAL: 60 PERIODS
TEXT BOOKS:
1. Krishnaraju, “Structural Design & Drawing” (Concrete & Steel – Volume II and III) –CBS
Publishers, 2004.
2. B.C. Punmia, Ashok Kumar Jain & Arun Kumar Jain, “Comprehensive Design of Steel
Structures” Laxmi Publications Pvt. Ltd., 2003.
REFERENCES:
1. Krishnamurthy, D., Structural Design and Drawing Vol.II, CBS, Publishers & Distributors,
Delhi, 1992
2. Krishnamurthy, D., Structural Design and Drawing Vol.III (Steel Structures), CBS,
Publishers & Distributors, Delhi, 1992
CE 9357 WATER AND WASTEWATER TESTING LABORATORY L T P C
0 0 4 2
OBJECTIVES:
Students should be conversant with the experimental procedures for quantitative estimation of
important environmental water quality parameters.
1. Suspended solids and Total Dissolved solids
2. Turbidity and Hardness
3. Flouride
4. TKN
5. Biochemical Oxygen Demand
6. Chemical Oxygen Demand
7. Most Probable Number
8. Chlorine demand
9. Optimum dosage (Jar) test
10. Sludge Volume Index (SVI)
11.Estimation of Mixed Liquor Suspended Solids
12.Settling Column Studies (Demonstration)
TOTAL: 60 PERIODS
REFERENCE:
1. APHA, Standard methods for the examination of water and wastewater, 21st Edition,  Washington, 2005.
CE 9358 SURVEY CAMP L T P C
- - - 2
A Survey Camp for ten days during winter will be conducted to train the students to establish
horizontal control by Triangulation.
CE 9359 TECHNICAL SEMINAR L T P C
0 0 2 1
AIM:
To work on a specific technical topic in Civil Engineering and acquire the skill of written and
oral presentation. To acquire writing abilities for seminars and conferences.
SYLLABUS:
The students will work for three hours per week guided by a group of staff members. They will
be asked to talk on any topic of their choice and to engage in dialogue with the audience. A
brief copy on their talk also should be submitted. Similarly, the students will have to present a
seminar of not more than fifteen minutes on the technical topic. They should also answer the 38
queries on the topic. The students as the audience also should interact. Evaluation will be
based on the general and technical presentation and the report and also on the interaction
shown during the seminar.

3rd semester Syllabus for Civil Engineering

 UNIVERSITY DEPARTMENTS
ANNA UNIVERSITY :: CHENNAI 600 025
REGULATIONS – 2008
CURRICULUM FROM III TO VIII SEMESTERS FOR
B.E CIVIL ENGINEERING
SEMESTER III
CODE NO. COURSE TITLE L T P C
THEORY
MA 9211 Mathematics – III 3 1 0 4
CE 9201 Strength of Materials-I 3 1 0 4
CE 9202 Fluid Mechanics 3 1 0 4
CE 9203 Surveying- I 3 0 0 3
AG 9211 Engineering Geology 3 0 0 3
PRACTICAL
CE 9204 Strength of Materials Laboratory 0 0 3 2
CE 9205 Computer Aided Building Drawing 0 0 4 2
CE 9206 Survey Practical - I 0 0 4 2
TOTAL 15 3 11 24

MA 9211 MATHEMATICS-III L T P C
3 1 0 4
AIM
To facilitate the understanding of the principles and to cultivate the art of formulating physical
problems in the language of mathematics.
OBJECTIVES

•  To introduce Fourier series analysis which is central to many applications in engineering apart from its use in solving boundary value problems
•  To acquaint the student with Fourier transform techniques used in wide variety of situations in which the functions used are not periodic
•  To introduce the effective mathematical tools for the solutions of partial differential equations that model physical processes
•  To develop Z- transform techniques which will perform the same task for discrete time systems as Laplace Transform, a valuable aid in analysis of continuous time systems

UNIT I FOURIER SERIES 9+3
Dirichlet’s conditions – General Fourier series – Odd and even functions – Half-range Sine
and Cosine series – Complex form of Fourier series – Parseval’s identity – Harmonic Analysis.
UNIT II FOURIER TRANSFORM 9+3
Fourier integral theorem – Fourier transform pair-Sine and Cosine transforms – Properties –
Transform of elementary functions – Convolution theorem – Parseval’s identity.
UNIT III PARTIAL DIFFERENTIAL EQUATIONS 9+3
Formation – Solutions of first order equations – Standard types and Equations reducible to
standard types – Singular solutions – Lagrange’s Linear equation – Integral surface passing
through a given curve – Solution of linear equations of higher order with constant coefficients.
UNIT IV APPLICATIONS OF PARTIAL DIFFERENTIAL EQUATIONS 9+3
Method of separation of Variables – Solutions of one dimensional wave equation and onedimensional
heat equation – Steady state solution of two-dimensional heat equation – Fourier
series solutions in Cartesian coordinates.
UNIT V Z – TRANSFORM AND DIFFERENCE EQUATIONS 9+3
Z-transform – Elementary properties – Inverse Z-transform – Convolution theorem – Initial and
Final value theorems – Formation of difference equation – Solution of difference equation
using Z-transform.
L: 45, T: 15, TOTAL: 60 PERIODS
TEXT BOOK
1. Grewal, B.S. “Higher Engineering Mathematics”, Khanna Publications (2007)
REFERENCES
1. Glyn James, “Advanced Modern Engineering Mathematics, Pearson Education (2007)
2. Ramana, B.V. “Higher Engineering Mathematics” Tata McGraw Hill (2007).
3. Bali, N.P. and Manish Goyal, “A Text Book of Engineering 7th Edition (2007) Lakshmi
Publications (P) Limited, New Delhi.

CE 9201 STRENGTH OF MATERIALS – I L T P C
3 1 0 4
OBJECTIVE:
Enable the student to understand the behaviour of deformable structural elements, subjected
to different types of loadings
UNIT I STRESS, STRAIN AND DEFORMATION OF SOLIDS 12
Rigid and deformable bodies – Stability, strength and stiffness - Axial and Shear Stresses –
Deformation of simple and compound bars – Thermal stresses – Biaxial state of stress –
Elastic Constants - Stresses and deformation of thin cylindrical and spherical shells –
Stresses at a point – Stress tensor - Stresses on inclined planes – Principal stresses and
principal planes – Mohr’s circle of stress.
UNIT II ANALYSIS OF PLANE TRUSSES 12
Stability and equilibrium of plane frames – perfect frames - types of trusses – Analysis of
forces in truss members – Method of joints – Method of tension co-efficient – Method of
sections.
UNIT III BENDING OF BEAMS 12
Beams – types and transverse loading on beams – shear force and bending moment in
beams – Cantilever beams – Simply supported beams and over-hanging beams - Theory of
simple bending – bending stress distribution – Load carrying capacity – Proportioning of
sections – Leaf springs – Flitched beams – Shear stress distribution.
UNIT IV TORSION 12
Theory of simple torsion - Stresses and deformation in circular and hollow shafts – Stepped
shafts – Shafts fixed at both ends – Stresses and deflection in helical springs.
UNIT V DEFLECTION OF BEAMS 12
Double Integration method – Macaulay’s method – Area moment method – Conjugate beam
method for computation of slopes and deflections in determinate beams.
L: 45 + T: 15 TOTAL: 60 PERIODS
TEXT BOOKS:
1. Egor. P.Popov, “Engineering Mechanics of Solids” Prentice Hall of India, New Delhi, 2001
2. Vazirani, N, Ratwani, M, “Analysis of Structures” Khanna Publishers, New Delhi, 2001
3. Rajput, R.K, “Strength of Materials”, S Chand & Company Ltd., New Delhi, 2006
REFERENCES:
1. Irwing H.Shames, James M.Pitarresi, “Introduction to Solid Mechanics”, Prentice Hall of
India, New Delhi, 2002
2. Roger T.Fenner, “ Mechanics of Solids”, ELBS, Oseny Mead, Oxford, 1990
3. Malhotra, D.R. Gupta, H.C., “The Strength of Materials”, Satya Prakashan (Tech. India
Publications), New Delhi, 1995.
4. Beer.F.P. & Johnston.E.R, “Mechanics of Materials”, Tata McGraw Hill, New Delhi, 2004.
5. Elangovan.A., “Thinmavisaiyiyal” (Mechanics of Solids in Tamil), Anna University,1995.

CE 9202 FLUID MECHANICS L T P C
3 1 0 4
OBJECTIVE:
The student is introduced to the mechanics of fluids through a thorough understanding of the
properties of the fluids, behaviour of fluids under static conditions. The dynamics of fluids is
introduced through the control volume approach which gives an integrated understanding of
the transport of mass, momentum and energy. 2. The applications of the conservation laws to
a) flow measurements b) flow through pipes (both laminar and turbulent) and c) forces on
vanes is studied.
UNIT I FLUIDS PROPERTIES AND FLUID STATICS 12
Scope of fluid mechanics - Definitions of a fluid - Methods of analysis - Dimensions and units -
viscosity, density, perfect gas, vapour pressure and surface tension - Basic equation of fluid
statics - Pressure measurements - Manometers. - Forces on plane and curved surfaces -
Buoyancy and floatation - Stability of floating bodies - Relative equilibrium.
UNIT II BASIC CONCEPTS OF FLUID FLOW 12
(a) Kinematics – Methods of describing fluid motion - Classification of flows - Streamline,
streak-line and path-lines - Stream function and velocity potentials - Flow nets; (b)
Dynamics - Dimensional Concepts of System and Control volume - Application of control
volume to continuity, energy and momentum - Euler’s equation of motion along a stream line -
Bernoulli’s equation - Applications to velocity and discharge measurements - Linear
momentum equation and moment-of-momentum equations and their applications.
UNIT III DIMENSIONAL ANALYSIS AND MODEL STUDIES 12
Fundamental dimensions - dimensional homogeneity - Rayleigh’s method and Buckingham
Pi-Theorem - Dimensionless parameters - Similitude and model studies. Distorted Models.
UNIT IV INCOMPRESSIBLE VISCOUS FLOW 12
Laminar flow between parallel plates, and pipes - Development of laminar and turbulent flows
in pipes - Reynolds experiment - Darcy-Weisbach equation - Moody diagram - Major and
minor losses of flow in pipes - Pipes in series and in parallel.
UNIT V BOUNDARY LAYERS 12
Definition of boundary layers - Displacement, momentum and energy thickness - Laminar and
turbulent boundary layers - Momentum integral equation - Separation of boundary layer - Drag
and Lift - Lift characteristics of airfoils - Induced drag - Polar Diagram.
L: 45 + T: 15 TOTAL: 60 PERIODS
TEXT BOOKS:
1. Streeter, V.L. and Wylie, E. B., “Fluid Mechanics”, McGraw Hill, New York, 1983
2. John F.Douglas, Janusz M. Gasiorek, and John A.Swaffield, “Fluid Mechanics”, Pearson
Education Ltd, New Delhi, Fourth Edition, 2001.
REFERENCES:
1. Fox W.R. and McDonald A.T., Introduction to Fluid Mechanics John-Wiley and Sons,
Singapore, 1995.
2. Modi P.N. and Seth S.M., Hydraulics and Fluid Mechanics. Standard Book House. New
Delhi, 2000.
3. Roberson J.A and Crowe C.T., Engineering Fluid Mechanics. Jaico Books Mumbai, 2000.

CE 9203 SURVEYING – I L T P C
3 0 0 3
OBJECTIVE:
The objective of this course is to introduce the principles of surveying, various methods and
applications to Civil Engineering projects.
UNIT I INTRODUCTION AND CHAIN SURVEYING 8
Definition - Principles - Classification - Field and office work – Precision and Accuracy -
Scales - Conventional signs - Survey instruments - Ranging and chaining - Reciprocal ranging
- Setting perpendiculars - well - conditioned triangles - Traversing - Plotting - Enlarging and
reducing figures.
UNIT II COMPASS SURVEYING AND PLANE TABLE SURVEYING 7
Prismatic compass - Surveyor’s compass - Bearing - Systems and conversions - Local
attraction - Magnetic declination - Dip - Traversing - Plotting - Adjustment of error - Plane table
instruments and accessories - Merits and demerits - Methods - Radiation - Intersection -
Resection - Traversing.
UNIT III LEVELLING 12
Level line - Horizontal line - Levels and Staves - Spirit level - Sensitiveness - Bench marks -
Temporary and permanent adjustments - Fly and check levelling - Booking - Reduction -
Curvature and refraction - Reciprocal levelling - Longitudinal and cross sections - Plotting -
Calculation of areas and volumes - Contouring - Methods - Characteristics and uses of
contours - Plotting - Earth work volume - Capacity of reservoirs.
UNIT IV THEODOLITE SURVEYING 8
Theodolite - Vernier and microptic - Description and uses - Temporary and permanent
adjustments of vernier transit - Horizontal angles - Vertical angles - Heights and distances -
Traversing - Closing error and distribution - Gale’s tables - Omitted measurements.
UNIT V SURVEY APPLICATIONS 10
Reconnaissance, preliminary and location surveys for engineering projects - Lay out - Setting
out works - Route Surveys for highways, railways and waterways - Curve ranging - Horizontal
and vertical curves - Simple curves - Setting with chain and tapes, tangential angles by
theodolite, double theodolite - Compound and reverse curves - Transition curves - Functions
and requirements - Setting out by offsets and angles - Vertical curves - Sight distances - Mine
Surveying - instruments - Tunnels - Correlation of under ground and surface surveys - Shafts -
Adits.
TOTAL: 45 PERIODS
TEXT BOOKS:
1. Bannister A. and Raymond S., Surveying, ELBS, Sixth Edition, 1992.
2. Heribert Kahmen and Wolfgang Faig, Surveying, Walter de Gruyter, 1995.
3. Kanetkar T.P., Surveying and Levelling, Vols. I and II, United Book Corporation, Pune,
2002.
4. Punmia B.C. Surveying, Vols. I II and III, Laxmi Publications, 2005.
REFERENCES:
1. Clark D., Plane and Geodetic Surveying, Vols. I and II, C.B.S. Publishers and Distributors,
Delhi, Sixth Edition, 1971.

2. James M.Anderson and Edward M.Mikhail, Introduction to Surveying, McGraw Hill Book
Company, 1985.
3. Schofield,W., Engineering Surveying, Butterworth –Heinemann, London, 5th Edition, 2001
AG 9211 ENGINEERING GEOLOGY L T P C
3 0 0 3
OBJECTIVES:
At the end of this course the student shall be able to understand about geological formations,
classification and morphology of rocks, and the importance of the study of geology for civil
engineers with regard to founding structures like dams, bridges, buildings, etc. The student
shall also be able to appreciate the importance of geological formation in causing earthquakes
and land slides.
UNIT I PHYSICAL GEOLOGY 9
Geology in civil engineering – branches of geology – structure of earth and its composition –
weathering of rocks – landforms and processes associated with river, wind and sea –
relevance to civil engineering.
UNIT II MINEROLOGY 9
Physical properties of minerals. Study of the following rock forming minerals – Quartz group,
Feldspar group, Pyroxene group, Amphibole and Mica group, Calcite Gypsum and Clay
minerals.
UNIT III PETROLOGY 9
Classification of rocks, distinction between Igneous, Sedimentary and Metamorphic rocks.
Engineering properties of rocks. Description, occurrence, engineering properties, distribution
and uses of : Granite, Syenite, Diorite, Gabbro, Dolerite, Basalt, Sandstone, Limestone,
Laterite, Shale, Conglomerate, Breccia, Quartzite, Marble, Slate, Gneiss and Schist.
UNIT IV STRUCTURAL GEOLOGY ANG GEOPHYSICAL METHODS 9
Geological maps – attitude of beds, study of structures - folds, faults and joints – relevance to
civil engineering. Plate tectonics – Earthquakes – seismic zones in India. Geophysical
methods – Seismic and electrical methods for subsurface investigations – prospecting for
groundwater.
UNIT V GEOLOGICAL INVESTIGATION 9
Remote sensing for civil engineering applications; Geological conditions necessary for design
and construction of Dams and Reservoirs, Tunnels, Buildings and Road cuttings. Investigation
of Landslides, causes and mitigation.
TOTAL: 45 PERIODS TEXT BOOKS:
1. N. Chenna Kesavulu. Textbook of Engineering Geology, Macmillan India Ltd., 2007.
2. Venkat Reddy. Engineering Geology for Civil Engineers, D.Oxford & IBH, 1993.
3. Parbin Singh. A Text book of Engineering and General Geology, Katson publishing house,
Ludhiana, 1993.

REFERENCES:
1. Blyth F.G.H and M. H de Freitas, Geology for Engineers, Edward Arnold, London, 1984.
2. F.G.Bell. Fundamentals of Engineering Geology, B.S Publications, Hyderabad., 2005.
CE 9204 STRENGTH OF MATERIALS LABORATORY L T P C
0 0 3 2
OBJECTIVES:
To study the properties of materials when subjected to different types of loading.
List of experiments:
1. Tension test on mild steel / tor steel rod (Tensile strength-Density-Proof Stress- Stress
Strain Curve -Youngs Modulus-)
2. Compression test on wood
3. Double shear test on metal
4. Torsion test on mild steel rod
5. Impact test on metal specimen
6. Hardness test on metals
7. Deflection test on metal beam
8. Compression test on helical spring
9. Deflection test on carriage spring
10. Tests on bricks, concrete cubes and tiles - Demonstration only
TOTAL: 45 PERIODS
REFERENCES:
1. Relevant Indian Standards
CE 9205 COMPUTER AIDED BUILDING DRAWING L T P C
0 0 4 2
OBJECTIVES:
Building drawing in accordance with development and control rules satisfying orientation and
functional requirements for the following.
1. An approach to planning – Function – Utility – People and their requirements – Extract
from Building Rules and Bye- Laws’ – Planning of Residential and Public buildings.
2. Complete joinery Details (Paneled and Glazed Doors and Windows) & Codal Provisions.
3. Buildings with load bearing walls (R.C.C roof).
4. Buildings with sloping roof (R.C.C roof and Tiled roof).
5. R.C.C. framed structures.
6. Industrial buildings – North light roof structures – King Post Truss
TOTAL: 60 PERIODS

TEXT BOOKS:
1. Sikka V.B. “A Course in Civil Engineering Drawing” 4th Edition, S.K.Kataria and Sons, New
Delhi, 1998.
2. George Omura, “ Mastering in Autocad 2002”- BPB Publications, New Delhi, 2002
REFERENCES:
1. M.G.Shah, C.M.Kale and S.Y.Patki, “Building Drawing with an Integrated Approach to
Built Environment”,Tata McGraw Hill Publishers Limited ,New Delhi, 2004.
2. B.P.Verma, “Civil Engineering Drawing and House Planning”, Khanna Publishers, New
Delhi, 1989.
3. K.Venugopal, “Building Drawing”, Wiley Eastern Limited, Madras, 2004
4. Murugesan, Padmini Subbarayan, “Civil Engineering Drawing I”, Pratheeba Publishers,
Coimbatore,1984.
5. K.V.Nataraajan, “Engineering Drawing (BIS Specifications)”, Dhanalakshmi Publishers,
2002.
6. Relevant IS Codes.
CE 9206 SURVEY PRACTICALS – I L T P C
0 0 4 2
OBJECTIVE:
The objective of this course is to train the students to acquire skill in operation of various
survey instruments and to obtain accurate results.
1. CHAIN AND COMPASS SURVEYING
Ranging and Chaining – Offsets - Traversing.
2. PLANE TABLE SURVEYING
Radiation – Intersection – Resection – Traversing
3. LEVELLING
Study of levels and levelling staff - Fly levelling using Dumpy level and Tilting level – Check
Levelling.
4. THEODOLITE SURVEYING
Study of theodolites - Measurement of angles by reiteration and repetition - Measurement of
vertical angles.
TOTAL: 60 PERIODS



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