ANNA UNIVERSITY CHENNAI: CHENNAI – 600 025
B.E DEGREE PROGRAMME CIVIL ENGINEERING
(Offered in Colleges affiliated to Anna University)
CURRICULUM AND SYLLABUS – REGULATIONS – 2004
B.E DEGREE PROGRAMME CIVIL ENGINEERING
(Offered in Colleges affiliated to Anna University)
CURRICULUM AND SYLLABUS – REGULATIONS – 2004
SEMESTER V
(Applicable to the students admitted from the Academic year 2006 – 2007 onwards)
(Applicable to the students admitted from the Academic year 2006 – 2007 onwards)
| Code No. | Course Title | L | T | P | M |
THEORY | |||||
| CE1301 | Irrigation Engineering | 4 | 0 | 0 | 100 |
| CE1302 | Structural Analysis – Classical methods | 3 | 1 | 0 | 100 |
| CE1303 | Railways, Docks & Harbours and Airports | 4 | 0 | 0 | 100 |
| CE1304 | Environmental Engineering | 3 | 0 | 0 | 100 |
| CE1305 | Foundation Engineering | 3 | 0 | 0 | 100 |
| E1*** | Elective – I | 3 | 0 | 0 | 100 |
PRACTICAL | |||||
| CE1306 | Environmental Engineering Laboratory | 0 | 0 | 3 | 100 |
| CE1307 | Soil Engineering Laboratory | 0 | 0 | 3 | 100 |
| GE1352 | Communication Skills Laboratory * | 0 | 0 | 4 | 100 |
* All branches of B.E. & B.Tech. programme offered in V semester except B.E.(CSE),
B.E. (ECE) & B.E. (Mech.)
B.E. (ECE) & B.E. (Mech.)
CE1301 IRRIGATION ENGINEERING 4 0 0 100
OBJECTIVE
At the end of the semester, the student shall understand the need and mode of irrigation. The student also shall know the irrigation management practices of the past, present and future. The structures involved, the elementary hydraulic design of different structures and the concepts of maintenance shall also form part. Finally, the student shall be in a position to conceive and plan any type of irrigation project.OBJECTIVE
1. INTRODUCTION 12
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.
2. IRRIGATION METHODS 10
Canal irrigation – Lift irrigation – Tank irrigation – Flooding methods – Merits and demerits – Sprinkler irrigation – Drip irrigation.
3. DIVERSION AND IMPOUNDING STRUCTURES 14
Weirs – elementary profile of a weir – weirs on pervious foundations - Types of impounding structures - 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.
4. CANAL IRRIGATION 14
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.
5. IRRIGATION WATER MANAGEMENT 10
Need for optimisation of water use – Minimising irrigation water losses – On farm development works – Percolation ponds – Participatory irrigation management – Water users associations – Changing paradigms in water management – Performance evaluation.
TOTAL : 60
TEXT BOOKS1. Asawa, G.L., “Irrigation Engineering”, New Age International Publishers
2. Sharma R.K., and Sharma T.K., “Irrigation Engineering”, S. Chand and company, New Delhi
3. Gupta, B.L, & Amir Gupta, “Irrigation Engineering”, Satya Praheshan, New Delhi
REFERENCES
1. Dilip Kumar Majumdar, “Irrigation Water Management (Principles & Practices)”, PrenticeHall of India (P), Ltd.
2. Basak, N.N, “Irrigation Engineering”, Tata McGraw-Hill Publishing Co.
3. Garg, S.K., “Irrigation Engineering”
OBJECTIVE
The members of a structure are subjected to internal forces like axial forces, shearing forces, bending and torsional moments while transferring the loads acting on it. Structural analysis deals with analysing these internal forces in the members of the structures. At the end of this course students will be conversant with classical method of analysis.
1. DEFLECTION OF DETERMINATE STRUCTURES 9
Principles of virtual work for deflections – Deflections of pin-jointed plane frames and rigid plane frames – Willot diagram - Mohr’s correction
2. MOVING LOADS AND INFLUENCE LINES 9
(DETERMINATE & INDETERMINATE STRUCTURES)
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
3. ARCHES 9
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.
4. SLOPE DEFLECTION METHOD 9
Continuous beams and rigid frames (with and without sway) – Symmetry and antisymmetry – Simplification for hinged end – Support displacements.
5. MOMENT DISTRIBUTION METHOD 9
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.
TUTORIAL 15
TOTAL : 60
TEXT BOOKS
1. “Comprehensive Structural Analysis – Vol. 1 & Vol. 2”, Vaidyanadhan, R and Perumal, P, Laxmi Publications, New Delhi, 2003
2. “Structural Analysis”, L.S. Negi & R.S. Jangid, Tata McGraw-Hill Publications, New Delhi, Sixth Edition, 2003
3. “Intermediate Structures”, Wang, C.K., McGraw-Hill
REFERENCES
- Analysis of Indeterminate Structures – C.K. Wang, Tata McGraw-Hill
OBJECTIVE
This course imparts the students knowledge of planning, design, construction and maintenance of railway tracks. The students acquire proficiency in the application of modern techniques such as GIS, GPS and remote sensing in Railway Engineering. The student develops skills on airport planning and design with the prime focus on runway and taxiway geometrics. Students become conversant with the definition, purpose, location and materials of coastal structures such as piers, breakwaters, wharves, jetties, quays and spring fenders. The students acquire knowledge on site investigation for location and planning of harbours.- RAILWAY PLANNING AND DESIGN 12
Engineering Surveys for Track Alignment – Obligatory points - Conventional and Modern methods (Remote Sensing, GIS & GPS, EDM and other equipments)
Permanent Way, its Components and Functions of each Component:
Rails - Types of Rails, Rail Fastenings, Concept of Gauges, Coning of Wheels, Creeps and kinks
Sleepers – Functions, Materials, Density
Ballasts – 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 (Derivations of Formulae and Problems)
2. RAILWAY TRACK CONSTRUCTION, MAINTENANCE AND OPERATION 12
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, Technologies, Re-laying of Track,
Lay outs of Railway Stations and Yards, Rolling Stock, Tractive Power, Track Resistance, Level Crossings
3. AIRPORT PLANNING AND DESIGN 12
Advantages and Limitations 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
4. AIRPORT LAYOUTS, VISUAL AIDS, AND AIR TRAFFIC CONTROL 12
Airport Layouts – Apron, Terminal Building, Hangars, Motor Vehicle Parking Area andCirculation 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.
- HARBOUR ENGINEERING & OTHER MODES OF TRANSPORT 12
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.
Pipe Ways, Rope Ways,
TOTAL : 60
TEXT BOOKS
- Saxena Subhash C and Satyapal Arora, A Course in Railway Engineering, Dhanpat Rai and Sons, Delhi, 1998.
- Khanna S K, Arora M G and Jain S S, Airport Planning and Design, Nemchand and Brothers, Roorkee, 1994.
- S P Bindra, A Course in Docks and Harbour Engineering, Dhanpat Rai and Sons, New Delhi, 1993.
- Rangwala, Railway Engineering, Charotar Publishing House, 1995.
- Rangwala, Airport Engineering, Charotar Publishing House, 1996.
- Oza and Oza, “A course in Docks & Harbour Engineering”.
- J.S. Mundrey, “A course in Railway Track Engineering”.
CE1304 ENVIRONMENTAL ENGINEERING 3 0 0 100
OBJECTIVE
This subject deals with treatment of water and wastewater including estimation of water and sanitary sewage (excluding industrial waste water). On completion of the course, the student is expected to know about the design principles involved in treatment of municipal water and wastewater. (The detailed design of treatment units are covered under the subject Environmental Engineering Design and hence the same is not covered under this subject).
1. WATER SUPPLY SYSTEMS – SOURCE & CONVEYANCE 6
Objectives – Population forecasting – Design period – Water demand characteristics – Sources of water – Source selection – Water quality parameters & significance – Standards – Intake structures – Conveyance – Hydraulics – Laying, jointing & testing of pipes – Pump selection – appurtenances
2. DESIGN PRINCIPLES OF WATER TREATMENT 10
Objectives – Selection of unit operations and processes – Principles of flocculation, sedimentation, filtration, disinfection – Design principles of flash mixer, flocculator, clarifiers, filters – Disinfection devices – Softening – Demineralisation – Aeration – Iron removal – Defluoridation – Operation and Maintenance aspects - Residue Management
DISTRIBUTION
Requirements – Components – Service reservoir design – Analysis of distribution network – Hardy Cross method – Equivalent Pipe method – computer application – Leak detection
3. SEWERAGE SYSTEM : COLLECTION & TRANSMISSION 10
Sources of wastewater – Quantity of sanitary sewage – Storm run off estimation – Wastewater characteristics and significance – Effluent disposal standover – Design of sewers – Computer applications – Laying, jointing and testing of sewers – Sewer appurtenances – Pump selection
4. SEWAGE TREATMENT & DESIGN PRINCIPLES 10
Objectives – Selection of unit operation and process – Design principles of primary and secondary treatment, screen chamber, grit chamber, primary sedimentation tanks, activated sludge process – Aeration tank & oxidation ditch – Trickling filter - Stabilisation ponds – Septic tanks with soak pits – Sludge: treatment and disposal – Biogas recovery – Sewage farming
5. DISPOSAL OF SEWAGE 9
Disposal on land – Disposal into water bodies – Oxygen sag curve – Streeter Phelp’s model – Wastewater reclamation techniques
TOTAL : 45
TEXT BOOKS
1. Garg, S.K., “Environmental Engineering I & II”, Khanna Publishers, New Delhi
2. Modi, P.N., “Environmental Engineering I & II”, Standard Book House, Delhi – 6
REFERENCES
1. Manual on Water Supply and Treatment, CPHEEO, Government of India, New Delhi, 1999
2. Manual on Sewerage and Sewage Treatment, CPHEEO, Government of India, New Delhi, 1993
3. Hand book on Water Supply and Drainage, SP35, B.I.S., New Delhi, 1987
4. Metcalf and Eddy, M.C., “Wastewater Engineering – Treatment & Reuse”, Tata McGraw-Hill Publications, New Delhi, 2003
CE1305 FOUNDATION ENGINEERING 3 0 0 100
OBJECTIVE
At the end of this course student acquires the capacity to investigate the soil condition and to design suitable foundation.
1. SITE INVESTIGATION AND SELECTION OF FOUNDATION 9
Scope and objectives – Methods of exploration-averaging 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.
2. SHALLOW FOUNDATION 9
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.
3. FOOTINGS AND RAFTS 9
Types of foundation – Contact pressure distribution below footings & raft - Isolated and combined footings – types – proportioning - mat foundation – types – use - proportioning – floating foundation.
4. PILES 9
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.
5. RETAINING WALLS 9
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.
TOTAL : 45
TEXT BOOKS
- Murthy, V.N.S, “Soil Mechanics and Foundation Engineering”, UBS Publishers Distribution Ltd, New Delhi, 1999.
- 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. Swamisaran, “Analysis and Design of Structures – Limit state Design”, Oxford IBH Publishing Co-Pvt. Ltd., New Delhi, 1998
3. Kaniraj, S.R, “Design aids in Soil Mechanics and Foundation Engineering”, Tata McGraw Hill publishing company Ltd., New Delhi, 2002
- Bowles J.E, “Foundation analysis and design”, McGraw-Hill, 1994
6. Venkatramaiah, C. ”Geotechnical Engineering”, New Age International Publishers, New Delhi, 1995
7. N.N. Som and S.C. Das, “Theory and Practice of Foundation Design”, Prentice Hall of India Pvt. Ltd., New Delhi, 2003
CE1306 ENVIRONMENTAL ENGINEERING LABORATORY 0 0 3 100OBJECTIVE This subject includes the list of experiments to be conducted for characterisation of water and municipal sewage. At the end of the course, the student is expected to be aware of the procedure for quantifying quality parameters for water and sewage.
LIST OF EXPERIMENTS
1. Sampling and preservation methods and significance of characterisation of water and wastewater.2. Determination of
- PH and turbidity
- Hardness
4. Determination of residual chlorine
5. Determination of Chlorides
6. Determination of Ammonia Nitrogen
7. Determination of Sulphate
8. Determination of Optimum Coagulant Dosage
9. Determination of available Chlorine in Bleaching powder
10. Determination of dissolved oxygen
11. Determination of suspended, volatile and fixed solids
12. B.O.D. test
13. C.O.D. test
14. Introduction to Bacteriological Analysis (Demonstration only)
TOTAL : 45
REFERENCES
1. Standard methods for the examination of water and wastewater, APHA, 20th Edition, Washington, 19982. Garg, S.K., “Environmental Engineering Vol. I & II”, Khanna Publishers, New Delhi
3. Modi, P.N., “Environmental Engineering Vol. I & II”, Standard Book House, Delhi-6
LIST OF EQUIPMENTS
(for a batch of 30 students)
1. PH meter2. Turbidity meter - 1 no.
3. Conductivity meter - 1 No.
4. Refrigerator - 1 No.
5. BOD incubator - 1 No.
6. Muffle furnace - 1 No.
7. Hot air oven - 1 No.
8. Magnetic stirrer with hot plates - 5 Nos.
9. Desicator - 1 No.
10. Jar test apparatus - 1 No.
11. Water bath - 1 No.
12. Furniture - 1 lot
13. Glass waves / Cruicibles - 1 lot
14. Chemicals - 1 lot
15. COD apparatus - 1 No.
16. Kjeldane apparatus - 1 No.
17. Heating mantles - 5 Nos.
18. Calorimeter - 1 No.
19. Chlorine comparator - 1 No.
20. Furniture : Work table - 10 Nos.
21. Beaker - 30 Nos.
22. Standard flask - 30 Nos.
23. Burette with stand - 15 Nos.
24. Pipette - 15 Nos.
25. Crucible - 15 Nos.
26. Filtration assembly - 1 No.
27. Chemicals - Lot
CE1307 SOIL ENGINEERING LABORATORY 0 0 3 100
OBJECTIVE At the end of this course, the student acquires the capacity to test the soil to assess its Engineering and Index properties.
- Grain size distribution - Sieve analysis
- Grain size distribution - Hydrometer analysis
- Specific gravity of soil grains
- Relative density of sands
- Atterberg limits test
- Determination of moisture - Density relationship using standard Proctor test.
- Permeability determination (constant head and falling head methods)
- Determination of shear strength parameters.
Unconfined compression test on cohesive soil
Triaxial compression test
- One dimensional consolidation test (Determination of co-efficient of consolidation only)
- Field density test (Core cutter and sand replacement methods)
TOTAL : 45
REFERENCES - “Soil Engineering Laboratory Instruction Manual”, Published by the Engineering College Co-operative Society, Chennai, 2002.
- Head, K.H, “Manual of Soil Laboratory Testing (Vol-1 to 3)”, John Wiley & Sons, Chichester, 1998.
- Lambe T.W., “Soil Testing for Engineers”, John Wiley and Sons, New York, 1990.
- “I.S.Code of Practice (2720) Relevant Parts”, as amended from time to time.
- Saibaba Reddy, E. and Rama Sastri, K., “Measurement of Engineering Properties of Soils”, New Age International Publishers, New Delhi, 2002.
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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