CIVIL ENGINEERING SEMESTER V
THEORY
CE2301 Irrigation Engineering
CE2302 Structural Analysis I
CE2303 Railways, Airports and Harbour Engineering
CE2304 Environmental Engineering I
CE2305 Foundation Engineering
CE2306 Design of RC Elements
PRACTICAL
GE2321 Communication Skills Laboratory
CE2307 Concrete and Highway Engineering Lab
CE2308 Soil Mechanics Laboratory
CE2301 IRRIGATION ENGINEERING
UNIT I INTRODUCTION
Irrigation – Need and mode of irrigation – Merits and demerits of irrigation – Crop and crop
seasons – consumptive use of water – Duty – Factors affecting duty – Irrigation efficiencies –
Planning and Development of irrigation projects.
UNIT II IRRIGATION METHODS
Canal irrigation – Lift irrigation – Tank irrigation – Flooding methods – Merits and demerits –
Sprinkler irrigation – Drip irrigation
UNIT III DIVERSION AND IMPOUNDING STRUCTURES
Weirs – elementary profile of a weir – weirs on pervious foundations - Types of impounding
structures - Percolation ponds – Tanks, Sluices and Weirs – Gravity dams – Earth dams – Arch
dams – Spillways – Factors affecting location and type of dams – Forces on a dam – Hydraulic
design of dams.
UNIT IV CANAL IRRIGATION
Alignment of canals – Classification of canals – Canal drops – Hydraulic design of drops –
Cross drainage works – Hydraulic design of cross drainage works – Canal Head works – Canal
regulators – River Training works.
UNIT V IRRIGATION WATER MANAGEMENT
Need for optimisation of water use – Minimising irrigation water losses – On farm development
works - Participatory irrigation management – Water users associations – Changing paradigms
in water management – Performance evaluation.
TEXT BOOKS
1. Asawa, G.L., “Irrigation Engineering”, New Age International Publishers, 2000
2. Punima B.C. & Pande B.B .Lal Irrigation and Water Power Engineering, Laxmi Publishing,
New Delhi 2007
3. Michael, A.M, Irrigation Theory and Practical, Vikas Publishing Pvt Ltd, 2006
4. Gupta, B.L, & Amir Gupta, “Irrigation Engineering”, Satya Praheshan, New Delhi
REFERENCES
1. Dilip Kumar Majumdar, “Irrigation Water Management (Principles & Practices)”, Prentice Hall
of India (P), Ltd, 2000
2. Basak, N.N, “Irrigation Engineering”, Tata McGraw-Hill Publishing Co. New Delhi, 1999
3. Sharma R.K.. “Irrigation Engineering”, S.Chand & Co. 2007.
CE2302 STRUCTURAL ANALYSIS I
UNIT I DEFLECTION OF DETERMINATE STRUCTURES
Principles of virtual work for deflections – Deflections of pin-jointed plane frames and rigid plane
frames – Willot diagram - Mohr’s correction
UNIT II MOVING LOADS AND INFLUENCE LINES
(DETERMINATE & INDETERMINATE STRUCTURES WITH REDUNDANCY
RESTRICTED TO ONE)
Influence lines for reactions in statically determinate structures – influence lines for members
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. Muller Breslau’s principle – Influence lines for continuous beams and single storey rigid
frames – Indirect model analysis for influence lines of indeterminate structures – Beggs
deformeter
UNIT III ARCHES
Arches as 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 SLOPE DEFLECTION METHOD
Continuous beams and rigid frames (with and without sway) – Symmetry and antisymmetry –
Simplification for hinged end – Support displacements
UNIT V MOMENT DISTRIBUTION METHOD
Distribution and carry over of moments – Stiffness and carry over factors – Analysis of
continuous beams – Plane rigid frames with and without sway – Naylor’s simplification.
TEXT BOOKS
1. Vaidyanadhan, R and Perumal, P, “Comprehensive Structural Analysis – Vol. 1 & Vol.
2”, Laxmi Publications, New Delhi, 2003.
2. L.S. Negi & R.S. Jangid, “Structural Analysis”, Tata McGraw-Hill Publications, New
Delhi, Sixth Edition, 2003.
3. Punmia B.C., Theory of Structures (SMTS ) Vol II Laxmi Publishing Pvt ltd, New Delhi,
2004.
4. BhavaiKatti, S.S, Structural Analysis – Vol. 1 & Vol. 2, Vikas Publishing Pvt Ltd., New
Delhi, 2008
REFERENCE
1. Analysis of Indeterminate Structures – C.K. Wang, Tata McGraw-Hill, 1992.
CE2303 RAILWAYS, AIRPORTS AND HARBOUR ENGINEERING
UNIT I RAILWAY PLANNING AND DESIGN 12
Role of Indian Railways in National Development – Railways for Urban Transportation – LRT &
MRTS - Engineering Surveys for Track Alignment – Obligatory points - Conventional and
Modern methods (Remote Sensing, GIS & GPS, EDM and other equipments) - Permanent Way,
its Components and their Functions: Rails - Types of Rails, Rail Fastenings, Concept of
Gauges, Coning of Wheels, Creeps and kinks -Sleepers – Functions, Materials, Density –
Functions, Materials, Ballastless Tracks - Geometric Design of Railway Tracks – Gradients and
Grade Compensation, Super-Elevation, Widening of Gauges in Curves, Transition Curves,
Horizontal and Vertical Curves.
UNIT II RAILWAY TRACK CONSTRUCTION, MAINTENANCE AND OPERATION
Points and Crossings - Design of Turnouts, Working Principle - Signalling, Interlocking and
Track Circuiting - Construction & Maintenance – Conventional, Modern methods and Materials,
Track Drainage - Track Modernisation– Automated maintenance and upgrading, Re-laying of
Track, Lay outs of Railway Stations and Yards, Rolling Stock, Tractive Power, Track
Resistance, Level Crossings.
UNIT III AIRPORT PLANNING AND DESIGN
Role of Air Transport, Components of Airports - Airport Planning – Air traffic potential, Site
Selection, Design of Components, Cost Estimates, Evaluation and Institutional arrangements
Runway Design- Orientation, Cross wind Component, Wind rose Diagram (Problems),
Geometric Design and Corrections for Gradients (Problems), Drainage - Taxiway Design –
Geometric Design Elements, Minimum Separation Distances, Design Speed, Airport Drainage -
Airport Zoning - Clear Zone, Approach Zone, Buffer Zone, Turning Zone, Clearance over
Highways and Railways
UNIT IV AIRPORT LAYOUTS, VISUAL AIDS, AND AIR TRAFFIC CONTROL
Airport Layouts – Apron, Terminal Building, Hangars, Motor Vehicle Parking Area and
Circulation Pattern, Case studies of Airport Layouts - Airport Buildings – Primary functions,
Planning Concept, Principles of Passenger Flow, Passenger Facilities - Visual Aids – Runway
and Taxiway Markings, Wind Direction Indicators, Runway and Taxiway Lightings - Air Traffic
Control – Basic Actions, Air Traffic Control Network - Helipads, Hangars, Service Equipments.
UNIT V HARBOUR ENGINEERING
Definition of Terms - Harbours, Ports, Docks, Tides and Waves, Littoral Drift, Sounding, Area,
Depth, Satellite Ports - Requirements and Classification of Harbours - Site Selection &
Selection Investigation – Speed of water, Dredging, Range of Tides, Waves and Tidal Currents,
Littoral Transport with Erosion and Deposition, Soundings, Anchoring Grounds, Geological
Characteristics, Winds & Storms, Position and Size of Shoals - Shore Considerations- Proximity
to Towns/Cities, Utilities, Construction Materials, Coast Lines - Dry and Wet Docks, Planning
and Layouts - Entrance, Position of Light Houses, Navigating - Terminal Facilities – Port
Buildings, Warehouse, Transit Sheds, Inter-modal Transfer Facilities, Mooring Accessories,
Navigational Aids - Coastal Structures- Piers, Breakwaters, Wharves, Jetties, Quays, Spring
Fenders - Coastal Shipping, Inland Water Transport and Container Transportation.
TEXT BOOKS
1. Saxena Subhash C and Satyapal Arora, A Course in Railway Engineering, Dhanpat Rai
and Sons, Delhi, 1998.
2. Khanna S K, Arora M G and Jain S S, Airport Planning and Design, Nemchand and
Brothers, Roorkee, 1994.
3. S P Bindra, A Course in Docks and Harbour Engineering, Dhanpat Rai and Sons, New
Delhi, 1993.
REFERENCES
1. Rangwala, Railway Engineering, Charotar Publishing House, 1995.
2. Rangwala, Airport Engineering, Charotar Publishing House, 1996.
3. Oza.H.P. and Oza.G.H., “A course in Docks & Harbour Engineering”. Charotar
Publishing Co.1976.
4. J.S. Mundrey, “A course in Railway Track Engineering”. Tata McGraw Hill, 2000.
CE2304 ENVIRONMENTAL ENGINEERING
UNIT I PLANNING FOR WATERSUPPLY SYSTEM
Public water supply system -Planning -Objectives -Design period -Population forecasting -Water
demand -Sources of water and their characteristics -Surface and Groundwater- Impounding
Reservoir Well hydraulics -Development and selection of source - Water quality -
Characterization -Water quality standards.
UNIT II CONVEYANCE SYSTEM
Water supply -intake structures -Functions and drawings -Pipes and conduits for water- Pipe
materials -Hydraulics of flow in pipes -Transmission main design -Laying, jointing and testing of
pipes -Drawings appurtenances - Types and capacity of pumps -Selection of pumps and pipe
materials.
UNIT III WATER TREATMENT
Objectives -Unit operations and processes -Principles, functions design and drawing of Flash
mixers, fiocculators, sedimentation tanks and sand filters -Disinfection- Residue Management.
UNIT IV ADVANCED WATER TREATMENT
Aerator- Iron and manganese removal, Defluoridation and demineralization -Water softening -
Desalination -Membrane Systems -Construction and Operation & Maintenance aspects of
Water Treatment Plants -Recent advances -Membrane Processes
UNIT V WATER DISTRIBUTION AND SUPPLY TO BUILDINGS
Requirements of water distribution -Components -Service reservoirs -Functions and drawings -
Network design -Economics -Computer applications -Analysis of distribution networks -
Appurtenances -operation and maintenance -Leak detection, Methods. Principles of design of
water supply in buildings -House service connection -Fixtures and fittings -Systems of plumbing
and drawings of types of plumbing.
TEXT BOOKS
1. Garg, S.K., Environmental Engineering, Vol.1 Khanna Publishers, New Delhi, 2005.
2. Modi, P.N. Water Supply Engineering, Vol. I Standard Book House, New Delhi, 2005.
3. Punmia, B.C., Ashok K Jain and Arun K Jain, Water Supply Engineering, Laxmi Publications
(P) Ltd., New Delhi, 2005
REFERENCES
1. Manual on Water Supply and Treatment, CPHEEO, Ministry of Urban Development,
Government of India, New Delhi, 2003
2. Syed R.Qasim and Edward M.Motley Guang Zhu, Water Works Engineering Planning,
Design and Operation, Prentice Hall of India Private Limited, New Delhi – 2006.
CE2305 FOUNDATION ENGINEERING
UNIT I SITE INVESTIGATION AND SELECTION OF FOUNDATION
Scope and objectives – Methods of exploration-auguring and boring – Water boring and rotatory
drilling – Depth of boring – Spacing of bore hole - Sampling – Representative and undisturbed
sampling – sampling techniques – Split spoon sampler, Thin tube sampler, Stationary piston
sampler – Bore log report – Penetration tests (SPT and SCPT) – Data interpretation (Strength
parameters and Liquefaction potential) – Selection of foundation based on soil condition.
UNIT II SHALLOW FOUNDATION
Introduction – Location and depth of foundation – codal provisions – bearing capacity of shallow
foundation on homogeneous deposits – Terzaghi’s formula and BIS formula – factors affecting
bearing capacity – problems - Bearing Capacity from insitu tests (SPT, SCPT and plate load) –
Allowable bearing pressure, Settlement – Components of settlement – Determination of
settlement of foundations on granular and clay deposits – Allowable settlements – Codal
provision – Methods of minimising settlement, differential settlement.
UNIT III FOOTINGS AND RAFTS
Types of foundation – Contact pressure distribution below footings and raft - Isolated and
combined footings – Types and proportioning - Mat foundation– Types, applications uses and
proportioning-- floating foundation.
UNIT IV PILES
Types of piles and their function – Factors influencing the selection of pile – Carrying capacity of
single pile in granular and cohesive soil - Static formula - dynamic formulae (Engineering news
and Hiley’s) – Capacity from insitu tests (SPT and SCPT) – Negative skin friction – uplift
capacity – Group capacity by different methods (Feld’s rule, Converse Labarra formula and
block failure criterion) – Settlement of pile groups – Interpretation of pile load test – Forces on
pile caps – under reamed piles – Capacity under compression and uplift.
UNIT V RETAINING WALLS
Plastic equilibrium in soils – active and passive states – Rankine’s theory – cohesionless and
cohesive soil - Coloumb’s wedge theory – condition for critical failure plane - Earth pressure on
retaining walls of simple configurations – Graphical methods (Rebhann and Culmann) -
pressure on the wall due to line load – Stability of retaining walls.
TEXT BOOKS
1. Murthy, V.N.S, “Soil Mechanics and Foundation Engineering”, UBS Publishers
Distribution Ltd, New Delhi, 1999.
2. Gopal Ranjan and Rao, A.S.R. ”Basic and Applied Soil Mechanics”, Wiley Eastern
Ltd., New Delhi (India), 2003.
REFERENCES
1. Das, B.M. “Principles of Foundation Engineering (Fifth edition), Thomson Books / COLE,
2003
2. Bowles J.E, “Foundation analysis and design”, McGraw-Hill, 1994
3. Punmia, B.C., “Soil Mechanics and Foundations”, Laxmi publications pvt. Ltd., New
Delhi, 1995.
4. Venkatramaiah,C.”Geotechnical Engineering”, New Age International Publishers, New
Delhi, 1995
CE2306 DESIGN OF RC ELEMENTS
UNIT I METHODS OF DESIGN OF CONCRETE STRUCTURES
Concept of Elastic method, ultimate load method and limit state method – Advantages of Limit
State Method over other methods – Design codes and specification – Limit State philosophy as
detailed in IS code – Design of flexural members and slabs by working stress method –
Principles of Design of Liquid retaining structures – Properties of un-cracked section –
Calculation of thickness and reinforcement for Liquid retaining structure
UNIT II LIMIT STATE DESIGN FOR FLEXURE
Analysis and design of one way and two way rectangular slab subjected to uniformly distributed
load for various boundary conditions and corner effects – Analysis and design of singly and
doubly reinforced rectangular and flanged beams
UNIT III LIMIT STATE DESIGN FOR BOND, ANCHORAGE SHEAR & TORSION
Behaviour of RC members in bond and Anchorage - Design requirements as per current code -
Behaviour of RC beams in shear and torsion - Design of RC members for combined bending
shear and torsion.
UNIT IV LIMIT STATE DESIGN OF COLUMNS
Types of columns – Braced and unbraced columns – Design of short column for axial, uniaxial
and biaxial bending – Design of long columns.
UNIT V LIMIT STATE DESIGN OF FOOTING AND DETAILING
Design of wall footing – Design of axially and eccentrically loaded rectangular footing – Design
of combined rectangular footing for two columns only – Standard method of detailing RC
beams, slabs and columns – Special requirements of detailing with reference to erection
process.
TEXT BOOKS
1. Varghese, P.C., “Limit State Design of Reinforced Concrete”, Prentice Hall of India, Pvt.
Ltd., New Delhi 2002.
2. Krishna Raju, N., “Design of Reinforced Concrete Structures”, CBS Publishers &
Distributors, New Delhi,2003.
REFERENCES
1. Jain, A.K., “Limit State Design of RC Structures”, Nemchand Publications, Rourkee
2. Sinha, S.N., “Reinforced Concrete Design”, Tata McGraw-Hill Publishing Company Ltd.,
New Delhi.
3. Unnikrishna Pillai, S., Devdas Menon, “Reinforced Concrete Design”, Tata McGraw-Hill
Publishing Company Ltd., New Delhi.
GE2321 COMMUNICATION SKILLS LABORATORY
(Fifth / Sixth Semester)
Globalisation has brought in numerous opportunities for the teeming millions, with more focus
on the students’ overall capability apart from academic competence. Many students, particularly
those from non-English medium schools, find that they are not preferred due to their inadequacy
of communication skills and soft skills, despite possessing sound knowledge in their subject
area along with technical capability. Keeping in view their pre-employment needs and career
requirements, this course on Communication Skills Laboratory will prepare students to adapt
themselves with ease to the industry environment, thus rendering them as prospective assets to
industries. The course will equip the students with the necessary communication skills that
would go a long way in helping them in their profession.
OBJECTIVES
To equip students of engineering and technology with effective speaking and listening
skills in English.
To help them develop their soft skills and interpersonal skills, which will make the
transition from college to workplace smoother and help them excel in their job.
To enhance the performance of students at Placement Interviews, Group Discussions
and other recruitment exercises.
A. ENGLISH LANGUAGE LAB (18 Periods)
1. LISTENING COMPREHENSION: (6)
Listening and typing – Listening and sequencing of sentences – Filling in the blanks -Listening
and answering questions
2. READING COMPREHENSION: (6)
Filling in the blanks - Close exercises – Vocabulary building - Reading and answering questions.
3. SPEAKING: (6)
Phonetics: Intonation – Ear training - Correct Pronunciation – Sound recognition exercises –
Common Errors in English.
Conversations: Face to Face Conversation – Telephone conversation – Role play activities
(Students take on roles and engage in conversation) B. DISCUSSION OF AUDIO-VISUAL MATERIALS (6 PERIODS) (Samples are available to learn and practice)
1. RESUME / REPORT PREPARATION / LETTER WRITING (1)
Structuring the resume / report - Letter writing / Email Communication - Samples.
2. PRESENTATION SKILLS: (1)
Elements of effective presentation – Structure of presentation - Presentation tools –
Voice Modulation – Audience analysis - Body language – Video samples
I. PC based session (Weightage 40%) 24 periods
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3. SOFT SKILLS: (2)
Time management – Articulateness – Assertiveness – Psychometrics –
Innovation and Creativity - Stress Management & Poise - Video Samples
4. GROUP DISCUSSION: (1)
Why is GD part of selection process? - Structure of GD – Moderator – led and other GDs
- Strategies in GD – Team work - Body Language - Mock GD -Video samples
5. INTERVIEW SKILLS: (1)
Kinds of interviews – Required Key Skills – Corporate culture – Mock interviews-Video
samples.
1. Resume / Report Preparation / Letter writing: Students prepare their (3)
Own resume and report.
2. Presentation Skills: Students make presentations on given topics. (12)
3. Group Discussion: Students participate in group discussions. (9)
4. Interview Skills: Students participate in Mock Interviews (12)
REFERENCES
1. Anderson, P.V, Technical Communication, Thomson Wadsworth , Sixth
Edition, New Delhi, 2007.
2. Prakash, P, Verbal and Non-Verbal Reasoning, Macmillan India Ltd., Second
Edition, New Delhi, 2004.
3. John Seely, The Oxford Guide to Writing and Speaking, Oxford University
Press, New Delhi, 2004.
4. Evans, D, Decisionmaker, Cambridge University Press, 1997.
5. Thorpe, E, and Thorpe, S, Objective English, Pearson Education,
Second Edition, New Delhi, 2007.
6. Turton, N.D and Heaton, J.B, Dictionary of Common Errors, Addision Wesley
Longman Ltd., Indian reprint 1998.
LAB REQUIREMENTS
1. Teacher console and systems for students.
2. English Language Lab Software
3. Career Lab Software
GE2321 COMMUNICATION SKILLS LABORATORY
1. A batch of 60 / 120 students is divided into two groups – one group for the PC- based
session and the other group for the Class room session.
2. The English Lab (2 Periods) will be handled by a faculty member of the English
Department. The Career Lab (2 Periods) may be handled by any competent teacher,
not necessarily from English Department
II. Practice Session (Weightage – 60%) 36 periods
49
3. Record Notebook: At the end of each session of English Lab, review exercises are
given for the students to answer and the computer evaluated sheets are to be compiled
as record notebook. Similar exercises for the career lab are to be compiled in the record
notebook.
4. Internal Assessment: The 15 marks (the other 5 marks for attendance) allotted for the
internal assessment will be based on the record notebook compiled by the candidate.
10 marks may be allotted for English Lab component and 5 marks for the Career Lab
component.
5
. End semester Examination: The end-semester examination carries 40% weightage for
English Lab and 60% weightage for Career Lab.
Each candidate will have separate sets of questions assigned by the teacher using the
teacher-console enabling PC–based evaluation for the 40% of marks allotted.
The Career Lab component will be evaluated for a maximum of 60% by a local examiner
& an external examiner drafted from other Institutions, similar to any other lab
examination conducted by Anna University.
CE2307 CONCRETE AND HIGHWAY ENGINEERING LAB
I. TESTS ON FRESH CONCRETE
1. Slump cone test
2. Flow table
3. Compaction factor
4. Vee bee test.
II. TESTS ON HARDENED CONCRETE
1. Compressive strength - Cube & Cylinder
2. Flexure test
3. Modulus Of Elastics
III. TESTS ON BITUMEN
1. Penetration
2. Softening Point
3. Ductility
4. Viscosity
5. Elastic Recovery
6. Storage Stability
IV. TESTS ON AGGREGATES
1. Stripping
2. Soundness
3. Proportioning of Aggregates
4. Water Absorption
V. TESTS ON BITUMINOUS MIXES
1. Determination of Binder Content
2. Marshall Stability and Flow values
3. Specific Gravity
4. Density.
50
(EQUIPMENT REQUIRED FOR A BATCH OF 30 STUDENTS)
SL.NO DESCRIPTION OF EQUIPMENTS QUANTITY
1. Concrete cube moulds 6
2. Concrete cylinder moulds 3
3. Concrete Prism moulds 3
4. Sieves 1set
5. Concrete Mixer 1
6. Slump cone 3
7. Flow table 1
8. Vibrator 1
9. Trovels and planers 1 set
10. UTM – 400 KN capacity 1
11. Vee Bee Consistometer 1
12. Aggregate impact testing machine 1
13. CBR Apparatus 1
14. Blains Apparatus 1
CE2308 SOIL MECHANICS LABORATORY
1. Grain size distribution - Sieve analysis
2. Grain size distribution - Hydrometer analysis
3. Specific gravity of soil grains
4. Relative density of sands
5. Atterberg limits test
6. Determination of moisture - Density relationship using standard Proctor test.
7. Permeability determination (constant head and falling head methods)
8. Determination of shear strength parameters.
9. Direct shear test on cohesionless soil
10. Unconfined compression test on cohesive soil
11. Triaxial compression test (demonstration only)
12. One dimensional consolidation test (Demonstration only)
13. Field density test (Core cutter and sand replacement methods)
LIST OF EQUIPMENT
(For a batch of 30 students)
SL.NO. DESCRIPTION OF EQUIPMENTS QUANTITY
1. Sieves 2 sets
2. Hydrometer 2 sets
3. Liquid and plastic limit apparatus 2 sets
4. Shinkage limit apparatus 3 sets
5. Proctor compaction apparatus 2 sets
6. UTM of minimum of 20KN capacity 1
7. Direct shear apparatus 1
8. Thermeometer 2
9. Field density measuring device 2
10. Triaxial shear apparatus 1
11. Three gang consolidation test device 1
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