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.
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.
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