civil iii year syllabus

MALNAD COLLEGE OF ENGINEERING, HASSAN

(An Autonomous Institution Affiliated to VTU, Belgaum)

SYLLABUS FOR

V SEMESTER & VI SEMESTER

BATCH 2013 - 2017

DEPARTMENT OF CIVIL ENGINEERING

MALNAD COLLEGE OF ENGINEERING, HASSAN (An Autonomous Institution Affiliated to VTU, Belgaum)

DEPARTMENT OF CIVIL ENGINEERING

VISION of the Department

To develop the department into a center of learning in Civil Engineering

To develop expertise in thrust areas of Civil Engineering through interactive mechanisms

To take up R & D projects for enhancing knowledge in different areas of Civil Engineering

To assist the students to have a smooth changeover from conventional method of Civil Engineering to advanced Computer Aided Method

To provide continuing education facilities for working Professionals

To provide consultancy services to various user agencies.

MISSION of the Department

To develop and sustain competence, commitment, team work, and enthusiasm towards attaining excellence.

PROGRAM EDUCATIONAL OBJECTIVES (PEOs) The Educational Objectives of Civil Engineering Program at Malnad College of Engineering are designed to produce competent engineers who are ready to contribute effectively to the advancement of civil engineering causes and to address the needs of the community. The objectives are as follows: 1. To provide students with a sound foundation in the mathematical, scientific and engineering fundamentals necessary to formulate, solve and analyze engineering problems and to prepare them for graduate studies. 2. To develop the ability among students to analyze, synthesize and evaluate data and technical concepts for application to product design. 3. To prepare students to produce engineering designs that are based on sound principles and that consider functionality, aesthetics, safety, cost effectiveness and sustainability. 4. To provide students with the necessary skills and practical experience to fulfil their professional duties and responsibilities in teamwork, ethics, technical leadership, business acumen and lifelong learning. 5.To mould the students to become future engineers, scientists, researchers and innovators and make substantial contributions to the society of civil engineers. 6.To provide opportunity for students to work as part of teams on multidisciplinary projects. 7.To provide student awareness of the life-long learning and to introduce them to professional ethics and codes of professional practice.

PROGRAM OUTCOMES (Pos)

Engineering Graduates will be able to:

1. Engineering Knowledge: Apply the knowledge of mathematics, science,

engineering fundamentals, and an engineering specialization to the solution of

complex engineering problems.

2. Problem Analysis: Identify, formulate, review research literature, and

analyze complex engineering problems reaching substantiated conclusions

using first principles of mathematics, natural sciences, and engineering

sciences.

3. Design/development of solutions: Design solutions for complex engineering

problems and design system components or processes that meet the

specified needs with appropriate consideration for the public health and

safety, and the cultural, societal, and environmental considerations.

4. Conduct Investigations of complex problems: Use research-based

knowledge and research methods including design of experiments, analysis

and interpretation of data, and synthesis of the information to provide valid

conclusions.

5. Modern tool usage: Create, select, and apply appropriate techniques,

resources, and modern engineering and IT tools including prediction and

modeling to complex engineering activities with an understanding of the

limitations.

6. The engineer and society: Apply reasoning informed by the contextual

knowledge to assess societal, health, safety, legal and cultural issues and the

consequent responsibilities relevant to the professional engineering practice.

7. Environment and sustainability: Understand the impact of the professional

engineering solutions in societal and environmental contexts, and

demonstrate the knowledge of, and need for sustainable development.

8. Ethics: Apply ethical principles and commit to professional ethics and

responsibilities and norms of the engineering practice.

9. Individual and team work: Function effectively as an individual, and as a

member or leader in diverse teams, and in multidisciplinary settings.

10. Communication: Communicate effectively on complex engineering activities

with the engineering community and with society at large, such as, being able

to comprehend and write effective reports and design documentation, make

effective presentations, and give and receive clear instructions.

11. Project management and finance: Demonstrate knowledge and

understanding of the engineering and management principles and apply these

to one’s own work, as a member and leader in a team, to manage projects

and in multidisciplinary environments.

12. Life-long learning: Recognize the need for, and have the preparation and

ability to engage in independent and life-long learning in the broadest context

of technological change.

PROGRAMME SPECIFIC OUTCOMES (PSOs)

1. The graduates will demonstrate ability to design a civil engineering system, component or process to meet desired project needs. 2. Graduates will be familiar with ,modern civil engineering professional software tools and demonstrate their ability in applying them for the solution of design situations.

Scheme & Syllabus for V &VI Semesters B.E.-Civil Engineering (Batch 2013-2017)

(V Semester)

Course Code

Course Title L T P C

CV501 Advanced Structural Analysis 3 1 0 4

CV502 Geotechnical Engineering 4 0 0 4

CV503 Water Supply Engineering 3 0 0 3

CV504 Limit State Design of RC Structural Elements 3 1 0 4

CV505 Hydrology & Water Resources Engineering 4 0 0 4

CV506 Building Planning and Drafting 1 0 4 3

CV507 Geotechnical Engineering Laboratory 0 0 3 1.5

CV508 Concrete and Highway Materials Testing Lab 0 0 3 1.5

HS006 Environmental Studies 2 0 0 0

Total Credits 25

(VI Semester)

Course Code


CV601 Applied Geotechnical Engineering 3 1 0 4

CV602 Fundamentals of Wastewater Engineering 3 0 0 3

CV603 Highway Engineering 4 0 0 4

CV604 Limit State Design of Structural Steel Elements. 4 0 0 4

CV605 Irrigation Engineering & Hydraulic Structures 4 0 0 4

CV6XX Elective – 1 3 0 0 3

CV607 CAD Laboratory 0 0 3 1.5

CV608 Advanced Survey Training * 0 0 6 3

HS004 Communication Skills II 1 0 0 1.0

HS005 Constitution of India and Professional Ethics 2 0 0 0

Total Credits 27.5

* To be conducted between V & VI Semester for a period of one week.

LIST OF ELECTIVES

Course Code


CV651 Alternative Building Materials and Technologies

3 0 0 3

CV652 Matrix Methods of Structural Analysis 3 0 0 3

CV653 Industrial Waste Water Treatment 3 0 0 3

CV654 Air Pollution and Control 3 0 0 3

CV655 Ground Improvement Techniques 3 0 0 3

CV656 Ground Water Hydrology 3 0 0 3

CV657 Advanced Surveying 3 0 0 3

NOTE:- CIE: Maximum 50 marks Minimum 20 marks (40% of CIE) SEE: Maximum 50 marks Minimum 20 marks (40% of SEE)

CV501 (3-1-0) 4 ADVANCED STRUCTURAL ANALYSIS

Course Outcomes (COs) At the end of the course the student will be able to :

CO1 Analyze the structures subjected to moving loads and the application of Muller Breslau Principle

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CO2 Carryout analysis of indeterminate structures by slope deflection method

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CO3 Analyse indeterminate structures by moment distribution method

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CO4 Analyze the structures by Kani's method PO3,PO4,PO5

CO5 Conduct plastic analysis of simple structures PO2,PO3,PO4

CO6 Analyze a structural system breaking it into components PO2,PO3,PO4

PART-A Rolling loads and influence lines: Rolling load analysis for simply supported beams, for the case of several point loads and UDL, Influence line diagrams for reactions, Shear forces and Bending moments at a given section for simply supported beams. Several point loads and UDL 08 Hrs. Muller Breslau Principle: Statement, Application of principle for drawing influence lines for two span continuous beams and propped cantilevers 06 Hrs. Self study component Students shall visit different types of structures within the campus and identify the different structural components and submit a report. They shall also look into the type of load acting on a given structural component in a structure. PART-B Slope Deflection Method: Introduction, sign convention, development of Slope-Deflection equations - Analysis of Continuous Beams and Orthogonal rigid jointed Plane frames with kinematic indeterminacy not more than three. (Non-sway type) 07 Hrs. Slope Deflection Method (Continued..) : Analysis of Continuous Beams and Orthogonal rigid jointed Plane frames with kinematic indeterminacy not more than three (Sway type) Moment Distribution Method: Introduction, Definition of terms Distribution factor, Carry over factor, Development of the method. 06 Hrs. Self study component Students shall work on a industry standard software for structural analysis and compare the results for simple structural units like continuous beams and portal frames.. PART-C Moment Distribution Method (Continued..): Analysis of Continuous beams and Orthogonal rigid jointed plane frames with kinematic indeterminacy not more than three (Both Non-sway and Sway type) 07 Hrs. Kani’s Method: Introduction, Basic concepts, Development of the method,

Analysis of Continuous Beams, Analysis of Rigid jointed Non sway Plane frames. 06 Hrs. Self study component Students shall work with simplified methods of analysis of structures subject to lateral loads and compare the results with any industry standard software for structural analysis. PART-D

Kani’s Method (Continued…) : Analysis of symmetrical Non Sway multi-storey frames (up to three storeys) Introduction to Plastic analysis of structures: Ductility of materials, Plastic deformation, Plastic hinge, Plastic moment, Load factor 06 Hrs. Plastic Analysis of Structures (Continued…) : Lower and Upper bound theorems, Statical and Mechanism methods of analysis of Continuous beams and rectangular rigid frames. 06 Hrs. Self study component Students shall work on a software for structural analysis and compare the results for simple structural components. Text Books: Vazirani V. N. & Ratwani M. N. – “Analysis of Structures” – Vol II, 15th Ed., Khanna publications, New Delhi, 2002 (Ch.1 to 8) Reddy C. S., “Basic Structural Analysis” second Ed., Tata Mc Graw Hill Publishing Co.ltd, 2006 ( Ch.3,4,5,7) Reference Books: 1. Ramamrutham.S, “Theory of Structures” Dhanpath Rai Publications, New Delhi – 2008 2. Wang C.K., “Statically indeterminate structures” Tata McGraw Hill Publishing Co. Ltd,

Tokyo, 1952. 3. STAADPRO - Manual

CV502 (4-0-0) 4 GEOTECHNICAL ENGINEERING


CO1 understand the importance of basic properties of soil which will affect its strength characteristics.

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CO2 gain a knowledge of various engineering properties required for the analysis and design of foundation

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CO3 understand the mechanism of flow of water through soil in the context of design and construction of embankments, canals etc.

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CO4 Comprehend the importance of compaction of soil and the parameters which affect degree of compaction

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CO5 Evaluate the compressibility of soil PO2,PO3,PO5

CO6 Understand the importance of shear strength of soil. Appreciate the various geo-physical exploration methods.

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PART-A

Introduction: Basic Definitions, Origin and formation of soil, History of soil mechanics, Phase diagrams, Voids ratio, Porosity, Degree of saturation, Moisture content, Specific gravity, Bulk density, Dry density, Saturated density, Submerged density - inter relationships. Clay mineralogy and Soil structure: Basic structural units of clay minerals - Tetrahedral and Octahedral units, Clay minerals- Kiolinite mineral, Montmorillonite mineral and Illite mineral. Soil structure- Single grained structure, Honey combed structure, Flocculated structure and dispersed structure. 10 Hrs.

Index Properties of Soils: Definitions and importance of Index properties, particle size distribution, sedimentation analysis (Hydrometer analysis only) Importance of consistency limits, Classifications of Soils: Necessity, IS classification of soils, plasticity chart and its importance, field identification of soils.

06 Hrs Self study component The Students shall visit work sites and try to identify different types of soils at the foundation level. They shall try to establish the type of soil by simple field test. PART-B Flow of Water Through Soil: Darcy's law - Assumptions and validity, seepage velocity, superficial velocity and their relationships, coefficient of percolation Coefficient of permeability and its determination (excluding field method). Factors affecting permeability – Permeability of stratified soils, 06 Hrs. Effective stress in Soils - Total pressure and effective stress and its importance, Quick sand phenomenon, Soil moisture and modes of occurrence, capillary phenomenon. 06 Hrs. Self study component The Students shall explore the permeability of soil samples collected from different location from different location within the campus.

PART-C Compaction of Soils: Definition; objects, concept of compaction, factors affecting compaction, Effect of compaction on soil properties. Field compaction methods -Rollers and vibrators; Field compaction control - Procter's needle 06 Hrs. Compressibility Of Soils: Meaning, fundamental definition, Mass-spring analogy - Terzaghi's one dimensional consolidation theory - Assumptions, limitations and applications (Derivation and mathematical solution not required) – Normal, under and over consolidated soils, Pre-consolidation pressure, coefficient of consolidation and their importance. 06 Hrs. Self study component The Students shall visit work sites like roads, embankments and watch compaction methods and prepare a report on the same. PART-D Shear Strength of Soil: Concept of shear strength - Mohr' s strength theory, Mohr - Coulomb theory. Shear strength tests under different drainage conditions. Shear strength parameters, factors affecting shear strength of soils. 06 Hrs. Subsurface Exploration: Necessity of sub-soil exploration, Borings method of soil exploration. Geophysical methods – Electrical resistivity, Seismic refraction methods. Types of samplers- undisturbed, disturbed and representative samples, area ratio, recovery ratio, clearance stabilization of bore holes. 06 Hrs. Self study component The Students shall visit a work site and observe different type of exploration. Text Books: Murthy, V.N.S., " Principles of Soil Mechanics and Foundation Engineering", 5th Revised Ed., UBS Publishers and Distributors ltd, New Delhi, 2001 ( Ch.1,2,4,5,6,7,8) Punmia, B.C. Ashok Kumar Jain & Arun Kumar Jain, "Soil Mechanics and Foundations", Laxmi Publishing Co., New Delhi. 2003, (Ch.1,2,3,4,5,6&7) Reference Books: 1. Bowles, J.E, “Foundation Analysis and Designs” 5th Ed. Mc Graw Hill Publishing, New York

– 2008. 2. Venkataramaiah,C.,"Geotechnical Engineering”, Revised third Ed., New Age International

publishers, 2006

CV503 (3-0-0) 3 WATER SUPPLY ENGINEERING


CO1 obtain the knowledge of raw water quality and various parameters which decide demand and quality of water

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CO2 Understand sources of water, quantity and quality wise, design of intake structure, selection of proper type of pump

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CO3 Design economical diameter for raising main and other components

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CO4 Understand different steps and components of water treatment PO3,PO4,PO5

CO5 Understand the theory of sedimentation, disinfection and softening

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CO6 Understand miscellaneous methods of water treatment, different distribution systems and water supply plan for a given building

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PART-A Introduction: Human activities and environmental pollution, Requirement of water for various beneficial uses, Need for protected water supply. 02 Hrs.

Demand Of Water: Types of water demands - domestic demand in detail, institutional and commercial, public uses, fire demand. Per-capita consumption - factors affecting per-capita demand, population forecasting, different methods with merits and demerits - variations in demand of water. Fire demand - Estimation by Kuichling's formula, Freeman formula and National Board of Fire under Writer's formula, Peak factor, Design periods and factors governing the design period. 05 Hrs.

Quality Of Water: Objectives of water quality management. Concept of safe water- wholesomeness, palatability and potable, waterborne diseases. Examination of water:- Objectives – Physical, Chemical and Microbiological Examinations, (IS:3025and IS:1622) using analytical & instrumental techniques. Drinking water standards- BIS & WHO standards, Health significance of Fluoride, Nitrates and heavy metals like Mercury and Cadmium. 04 Hrs. Self study component The Students shall visit the water works where water treatment is done and supplied to the town. They shall learn the details about the source of water and the quality of water. PART-B Sources: Surface and subsurface sources - suitability with regard to quality and quantity. 01 Hrs. Collection and Conveyance of Water: Intake structures - different types of intakes; factors for the selection and location of intakes. Pumps - Necessity, types - power of pumps, factors for the selection of a pump. Pipes - Design of the economical diameter for the rising main, Pipe appurtenances. 04 Hrs. Water Treatment: Objectives-Treatment flowchart. Aeration - Principles, types of aerators. 03 Hrs. Sedimentation: Theory, settling tanks, types and design. Aided sedimentation- with coagulants, dosages, chemical feeding, flash mixing, flocculators 03 Hrs.

Self study component The Students shall visit the water supply and treatment unit at Gorur and learn about intake structure, rising main, sedimentation tank, flocculator and other appliances. PART-C Filtration: Mechanism - theory of filtration, types of filters, slow sand, rapid sand and pressure filters including construction, operation, cleaning and their design-excluding under drainage system-backwashing of filters. 05 Hrs. Disinfection: Theory of disinfection, methods of disinfection, Chlorination, chlorine demand, residual chlorine, use of bleaching powder 04 Hrs. Softening: Definition, methods of removal of hardness by lime soda-process and zeolite process. 02 Hrs. Self study component The Students shall visit the water works where water treatment is done and supplied to the town. They shall learn about filtration, disinfection and softening. PART-D Miscellaneous treatment : Removal of colour, odour, taste with methods like aeration, use of copper sulphate, activated carbon treatment, oxidizing organic matters, removal of iron and manganese, fluoridation and defluoridation. 03 Hrs. Methods of Distribution Systems: System of supply, service reservoirs and their capacity determination, methods of layout of distribution systems. 04 Hrs. Miscellaneous: Type of fire hydrants, pipe fittings, location of water supply pipes in buildings. 02 Hrs. Self study component The Students shall visit an ongoing building project learn about pipe fittings, location of water pipes etc., Text Books: Garg, S.K., “Water Supply Engineering”, Khanna Publishers, 5th Edn, 1992 (All Chapters) Punmia B.C. and Ashok Kumar Jain, “Environmental Engineering- I”,Arihant Publications, 3rd Edn, 1995 ( Ch. 1 & 2) Reference Books: 1. Hammer and Hammer, “Water Technology”, Mc Graw Hill Publications 2. Howard S. Peavy, Donald R. Rowe. George Techno Bano Glous, “Environmental

Engineering” - McGraw Hill International Ed..

CV504 ( 3-1-0) 4

LIMIT STATE DESIGN OF RC STRUCTURAL ELEMENTS

PART-A Course Outcomes (COs) At the end of the course the student will be able to :

CO1 Understand the mechanism of reinforced concrete as a composite material - role of concrete and role of steel as the best form of reinforcement, stress - strain curves for concrete and steel

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CO2 Apply the equilibrium and compatibility conditions to the analysis of singly reinforced and doubly reinforced rectangular sections , as per the provisions of IS - 456 -2000 in limit state of flexure.

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CO3 Analyse the mechanism of a flanged RC beam in limit state of flexure,

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CO4 Understand the mechanism of RC sections in limit state of shear and limit state of torsion - numerical examples - limit state of serviceability in deflection and cracking.

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CO5 Understand the limit state of compression - short and long RC columns

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CO6 Perform the designs of beams, slabs, columns and footings in various limit states.

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PART-A

General Features of Reinforced Concrete - Introduction – Design loads – Materials for reinforced concrete – Code requirements for concrete reinforcements – Elastic theory of RC section – Moment of resistance of section – Balanced, under reinforced and over reinforced sections 06 Hrs. Principles of Limit State Design and Ultimate Strength RC Section – Philosophy of limit state design – Concept of limit states – Factor of safety – Characteristic and design loads – Characteristic and design strength – General aspects of ultimate strength – Stress block parameters for limit state of collapse

Ultimate – flexural strength of rectangular sections – Ultimate flexural strength of singly and doubly reinforced rectangular sections - Ultimate flexural strength of flanged sections – Ultimate shear strength of RC sections – Ultimate torsional strength of RC sections – Concepts of development length and anchorage – Examples on analysis of rectangular and flanged RC sections, 07 Hrs.

Self study component The students shall go through IS 456 and try to understand the codal requirements for concrete and steel. PART-B Serviceability Limit State – General aspects – Deflection limits in IS : 456-2000 – Calculation of deflection by analytical method 05 Hrs. Design of Beams – Practical requirements of an RCC beam – size of the beam – Cover to the reinforcement – Spacing of bars – Design procedure – Critical sections for moments and

shear – Anchorage of bars : check for development length – Reinforcement requirements – Slenderness limits for beams to ensure lateral stability – Design examples for simply supported beams and cantilever beams 07 Hrs. Self study component The Students shall visit any building site and note the footings and columns, beams, slabs and staircase and prepare a report on the same.

PART-C Design of Slabs – Introduction – General consideration of design of slabs – Rectangular slabs spanning in one direction – Rectangular slabs spanning in two directions for various boundary conditions – Design of simply supported slabs – cantilever slabs and continuous slabs. 07 Hrs. Design of Columns – General aspects – Effective length – Loads on columns – Slenderness limits for columns – Minimum eccentricity –Design of short axially loaded columns – Design of column subjected to combined axial load and uniaxial moment using SP 16. 07 Hrs. Self study component After visiting a building site the students shall identify a one way slab, a two way slab, central columns and corner columns..

PART-D Design of Footings – Introduction – Load on foundation – Design basis (Limit state method) – Design of isolated rectangular footing for axial load and uniaxial moment – Design of pedestal 07 Hrs. Design of Stair Case – General features – Types of Stair cases – Loads on stair cases – Effective span as per IS : 456-2000. – Distribution of loading on stairs – Design of stair cases. 06 Hrs. Self study component After visiting a building site the students shall identify types of footings, staircase and bar bending for a stair case and submit a report on the same.

Text Books: Krishna Raju N., “Design of Reinforced Concrete Structures ( IS 456 2000)”, 3rd Ed. CBS Publishers and Distributors, New Delhi (Ch.1,2,3,4) Varghese, P.C., “Limit State Design of Reinforced Concrete”, 2nd Ed.– Prentice Hall of India, New Delhi – 2008 (Ch.5,6,7,8) Reference Books: 1.Unnikrishnan Pillay and Devadas Menon, “Design of reinforced concrete Structures” – PHI,

New Delhi, 2002 2. Jain A.K. “Limit State method of design” – Nemichand and Bros. Roorkee, 1987 3. IS 456 – 2000, SP – 24-1983, SP – 16-1984, SP -34 -1989 BIS Publications.

CV505 (4-0-0) 4

HYDROLOGY AND WATER RESOURCES ENGINEERING


CO1 Understand the significance of hydrological cycle and different sources of water and rainfall distribution.

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CO2 Distinguish between different forms and types of precipitation PO1,PO3,PO4

CO3 Identify the different ways of water losses and concept of run off

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CO4 Understand the concept of river gauging, design discharge and hydrograph theory

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CO5 Gain adequate knowledge of ground water hydraulics PO1,PO2,PO4

CO6 Apply the concepts of water resource management to actual field situations

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PART-A Introduction: Introduction and practical application of Hydrology and Water Resources. Hydrological cycle and concept of catchment and water budget equation. 04 Hrs. Precipitation: Definition and forms of precipitation. Types of precipitation and seasons in India. Measurement of precipitation rain gauges, mass curve. Estimation of missing precipitation data. consistency of rainfall data. Computation of average depth of precipitation over an area. Rain gauge network, optimum number of rain gauges. 06 Hrs. Self study component Students shall visit a Rain Gauge Station and observe the typical arrangements and method of measuring rainfall. PART-B Water Losses: Infiltration, Definition, processes, factors affecting infiltration. Measurement of infiltration (double ring infiltrometer), Horton’s infiltration curve and infiltration indices. Evaporation, Definition, process, factors affecting evaporation and measurement of evaporation by IS pan. 07 Hrs. Evapo-transpiration. Definition, PET and AET, factors affecting Evapo-transpiration and estimation of Evapo-transpiration by Blaney – Criddle equation. 03 Hrs.

Runoff: Definition, Components, factors affecting Runoff. Basin yield, rainfall-runoff relationship using simple regression analysis. Computation of maximum flood discharge using Dicken’s, Ryve’s and rational formulae. 06 Hrs.

Self study component Students shall visit a Meteorological observatory and observe the typical arrangements for measuring pan evaporation losses and conversion of the same to real scale. PART-C Stream Gauging. Introduction Measurement of stage and velocity using current meters and float Computation of discharge by Area –Velocity and Slope- Area methods. Simple stage –discharge curve. 06 Hrs.

Hydrograph Theory: Definition, Components of hydrograph, separation of base flow. Unit hydrograph theory, derivation and application of unit hydrograph. Computation of unit hydrograph ordinates of different duration. S-Curve and its uses 07 Hrs. Self study component Students shall visit a stream gauging station and observe the typical arrangements for

measurement of discharge in the river. PART-D 1. Ground Water Hydrology and Well Hydraulics: .Scope and importance of ground

water and availability of ground water. Definitions: aquifers, aquitard, aquifuge, aquiclude, perched aquifer, and Aquifer parameters, Darcy’s law and its validity. .Steady radial flow into a well in confined and unconfined aquifers. Safe yield, yield of a open well using pumping test and recuperation test. 07 Hrs.

2. Water Resources: Water wealth of India, River basins and their potential, Importance of water resource projects in the country, Water resource of Karnataka, surface and ground water, Water resources development in Karnataka, Rain water harvesting, Water reuse, ground water recharge. 06 Hrs.

Self study component Students shall visit the District Geologist's office and learn about underground aquifers and rock formations, rain water harvesting and recharging of underground water. Text Books: Subramanya K., “Engineering Hydrology”, Tata Mc Graw Hill, New Delhi,2008, (Ch 1 to 8) Dr.Jaya Rami Reddy.P “Hydrology”, Laxmi Publications, New Delhi, 2008, (Ch 1,5 to 11) Reference Books: 1. Ojha, C.S.P., “Hydrology”, Oxford University Press, 2008. 2 Garg. S. K. “Hydrology and water resources engineering”, Khanna Publication, 2004.

CV506 (1-0-4) 3

BUILDING –PLANNING AND DRAFTING

Course Outcomes (COs)

At the end of the course the student will be able to:

CO1 Conceptualize and draw line diagram for a given project PO2,PO3,PO5

CO2 Learn the use of AUTOCAD tools to prepare plan, elevation

and section of a given building

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CO3 Develop the elevation and cross sections by using AutoCAD. PO2,PO3,PO5

CO4 Draw to scale Plan, Elevation and Section of a given building to

satisfy given requirements

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CO5 Develop different components of a building to show the details PO1,PO3,PO4

CO6 Design a building to accommodate the components to suit its

functional requirements

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PART - A

Introduction to Planning of buildings and functional design of buildings (Residential, public

and Industrial) , positioning of various components of buildings, orientation of buildings,

building standards, bye laws, set-back distances and calculation of carpet area, plinth area

and floor area ratio. 09 Hrs.

Introduction to AutoCAD and use of same to prepare the drawings pertaining to the buildings

mentioned above. 06 Hrs.

Self study component Students shall visit a few residential, public and industrial buildings and note down the components and approximate size of different components.

PART - B

Drawing of plan, elevation and sectional details using AUTOCAD and preparation of

schedule of openings for single and double storied residential and public buildings from the

given single line diagram. 09 Hrs.

Functional design of buildings using bubble diagram development or line diagram for (i)

primary health centre (ii) primary school building (iii) college canteen (iv) Office building with

given details and requirements 06 Hrs.

Self study component Students shall visit a few residential, public and industrial buildings and prepare bubble diagrams of the components

PART - C

From a given single line diagram, preparation of water supply, sanitary & electrical layouts for a given building using AUTOCAD 06 Hrs.

Using the standard symbols available in AUTOCAD to prepare drawings to show

1. Furniture in living hall,

2. Cot arrangements and Wardrobes in Bedrooms, attached toilets and walk in wardrobe, powder room etc.,

3. Vehicle parking in portico. 06 Hrs

Self study component Students shall visit a few residential, public and industrial buildings and prepare single line diagram of the building and the services like water supply, sanitary and electrical layouts.

PART -D

Preparation of working drawings of components of a building for the given requirement

1. Foundation details

(a) Cross section of stepped SSM footing for a wall (b) Isolated RCC Column footing. 03 Hrs

2. Super structure components

(a) Plinth beam details (b) Staircase details (c) Lintel and Chejja details (d) RCC Roof Details

(e) Steel Truss details. 07 Hrs.

Self study component Students shall visit a few construction sites and observe foundation details of size stone masonry wall and RC column and footings, along with other details pertaining to plinth beam, lintel, chejja, RC roof slab and steel trusses. Note : Examination pattern :

1. The CIE -I,II,& III and SEE shall be conducted in CAD Lab, Civil Engineering Dept.

2. All the drawings shall be prepared using AutoCAD only.

Text Books:

Shah M.H and Kale C.M, “Building Drawing”, Tata McGraw Hill Publishing Co, New Delhi,

2003.“National Building Code”, BIS, New Delhi, 1983.

Reference Books:

1. Gurucharan Singh, “Building Construction”, Standard Publishers & Distributors, New Delhi, 2003

2. Sushil Kumar, “Building Construction”, Lakshmi Publications, New Delhi, 2008. 3. AUTOCAD Manual

CV507 (0-0-3) 1.5 GEOTECHNICAL ENGINEERING LABORATORY


CO1 Understand the method of determining basic engineering properties of soil

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CO2 Determine the moisture content, Specific gravity, dry density and field density of given soil sample.

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CO3 Determine the particle gradation and recognize the components in terms of gravel, sand and silt.

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CO4 Determine liquid limit, plastic limit and shrinkage limit of the given soil sample and classification of given soil as per IS specifications - determine compaction of soil by proctor test

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CO5 Determine permeability of soil by both constant head and variable head methods - determine shear strength of soil using direct shear test apparatus

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CO6 Determine shear strength by triaxial shear test apparatus - Determine compression index and coefficient of consolidation by consolidation test.

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List of experiments conducted. 1. Determination of moisture content and specific gravity of soil sample 2. Grain size analysis of soil sample by Sieve analysis. 3. Determination of in situ density by core cutter and sand replacement methods 4. Determination of Liquid limit (Casagrande and cone penetration methods) of soil samples 5. Determination of Plastic limit & Shrinkage limit of Soil sample 6. Determination of compaction characteristics of soil by standard Proctor compaction test 7. Determination of compaction characteristics of soil by modified Proctor compaction test 8. Determination of coefficient of permeability of soil sample by constant head method 9. Determination of coefficient of permeability of soil sample by variable head method 10.Determination of Shear strength parameters of soil by Direct shear Test 11.Determination of shear strength parameters of soil sample by Triaxial shear test and

unconfined compression test. 12.Determination of compression index and coefficient of consolidation by consolidation test. Reference Books: 1. Lambe T. W., “Soil Testing for Engineers”, Wiley Eastern ltd, New Delhi. 2. Head, K H, “Manual of soil laboratory testing”, Vol-I,II and III Pentech press, London. 3. Bowles,J.E., Engineering properties of soils and their measurements , McGraw Hill Book

Co. New York. 4. Relevant BIS Codes of Practice: IS 2720(Part-3/Sec. 1) – 1987; IS 2720 (Part – 2)- 1973; IS 2720 (Part – 4) – 1985; IS 2720 (Part – 5) – 1985; IS 2720 (Part – 6) – 1972; IS 2720 (Part – 7) – 1980; IS 2720 (Part – 8) – 1983; IS 2720 (Part – 17) – 1986; IS 2720 (Part - 10) – 1973; IS 2720 (Part – 13) – 1986; IS2720 (Part 11) – 1971; IS2720 (Part 15) – 1986; IS 2720 (Part 30) – 1987; IS 2720 (Part 14) – 1977; IS 2720 (Part – 14) – 1983; IS 2720 (Part – 28) – 1974; IS 2720 (Part – 29) – 1966, IS 2720 (Part-60) 1965.

CV508 (0-0-3) 1.5

CONCRETE AND HIGHWAY MATERIALS TESTING LABORATORY


CO1 Determine the physical properties of cement like consistency, setting time, compressive strength etc., and correlate with the specifications of relevant IS codes.

PO1,PO2,PO4

CO2 Determine the basic physical properties of fine aggregates and coarse aggregates like density, specific gravity, particle gradation, fineness modulus, water absorption etc.,

PO1,PO2,PO3

CO3 Determine the flakiness index, elongation index, angularity number, crushing strength, abrasion value and impact value of coarse aggregates.

PO2,PO4,PO5

CO4 Determine the properties of fresh concrete like workability by different methods and understand the effect of the use of chemical admixtures on workability of concrete

PO3,PO4,PO5

CO5 Determine the properties of hardened concrete PO2,PO3,PO4

CO6 Determine the properties of Bituminous materials PO3,PO4,PO5

PART - A Test on Cement Normal consistency and setting time. Air permeability test for fineness determination by sieving and specific gravity of cement. Soundness by Le-chatelier’s apparatus and Auto-clave method Compressive strength test. Test on Fine and Coarse Aggregates Fine Aggregates - Tests for bulk density, specific gravity, absorption, bulking, presence of deleterious materials. Sieve analysis Coarse aggregates - Tests for Specific gravity, water absorption, bulk density, Sieve analysis, Crushing, Abrasion and Impact test. Shape tests. (Flakiness index, elongation index and Angularity number )

PART - B Test on Fresh Concrete Mix design by IS method 10262-2009 and NDT Workability by Slump test. Workability by Compaction factor and Vee Bee Test. Demonstration on use of admixtures Recycling of Concrete Aggregate (RCA) Test on Hardened Concrete Test for Compressive Strength and Split tensile strength Tests on Bituminous Materials and Mixes Specific Gravity, Penetration, Ductility, Softening point, Flash and Fire point, Viscosity and Marshall stability test on bituminous material. Reference Books: 1. M L Gambhir, “Concrete Manual”, Dhanpat Rai and sons, New Delhi -2007 2. Highway Material Testing Laboratory Manual – New Chand & Bros 3. Relevant IS Codes IS 269, IS8112 - 1989, 2386 (part 1, 2, 3, 4, 5), IS 12269 Scheme of Examination: Two experiments shall be set one from each part.

HS 006 (2-0-0) 0 ENVIRONMENTAL SCIENCE (AUDIT COURSE)


CO1 The student will gain knowledge and understand the fundamentals of the environment and ecology

PO1,PO3,PO4

CO2 Analyze, compare, synthesize and present a topic related to the environment

PO2,PO3,PO5

CO3 Analyze the issues of environmental concern in his day todays affairs

PO2,PO4,PO5

CO4 Integrate the knowledge acquired into engineering projects PO3,PO4,PO5

CO5 Visualize any project in forms of sustainable development PO2,PO3,PO5

Environment - Definition, Eco system — Balanced ecosystem, Effects of human activities on environment Agriculture Housing -Industry Mining and Transportation 04 hrs Natural Resources: - Water resources - Availability and Quality, Water borne diseases, Water induced diseases, Fluoride problem in drinking water. Mineral Resources - Forest Resources - Material Cycles - Carbon, Nitrogen and Sulphur Cycles. 08 hrs

Pollution, effects of pollution - Water pollution - Air pollution Land pollution - Noise pollution. 08 hrs Current Environmental issues of importance: Acid Rain, Ozone layer depletion - Population Growth, Climate change and Global warming. Environmental Impact Assessment and Sustainable Development Environmental Protection - Legal aspects. Water Act and Air Act.

06 hrs

Text Books: Environmental Studies - Dr. D.L Manjunath, Pearson Education -2006 Environmental Studies - Dr. S. M. Prakash - Elite Publishers - 2006 Reference Books:

1. Environmental Studies - Benny Joseph - Tata McGraw ill- 2005 2. Principles of Environmental Science and Engineering P. Venugopaia Rao,

Prentice Hall of India. 3. Environmental Science and Engineering - Meenakshi, Prentice Hall India.

CV601 (3-1-0) 4

APPLIED GEOTECHNICAL ENGINEERING


CO1 Apply the concept of earth pressure to the analysis of retaining wall and compute the lateral earth pressure for active and passive cases

PO1,PO3,PO4

CO2 Analyze the stability of earth slope in the context of construction of canals, road embankments and earth dams etc.,

PO2,PO3,PO5

CO3 Understand the concept of stress distribution in soil and calculate the vertical stress under the loaded area

PO1,PO4,PO5

CO4 Understand the concept of bearing capacity of soils and calculate the bearing capacity of soils subjected to different types of loading conditions.

PO1,PO5,PO8

CO5 Understand the concept of foundation and identify the suitability of different types of foundations for different ground conditions

PO1,PO8,PO10

CO6 Understand the concept of ground improvement techniques and apply the knowledge to different techniques for different types of foundation soils.

PO1,PO8,PO10

PART - A

Earth Pressure: Active & Passive earth pressure, earth pressure at rest, earth pressure coefficient, and their range. Rankine’s and coulombs theories of earth pressure – Assumptions and limitations. Lateral earth pressure in cohesive and cohesionless soil, earth pressure distribution. 07 Hrs. Stability of Earth Slopes: Types of slopes, Causes and types of failure of slopes. Definition of factor of safety. Stability of finite and infinite slopes - Method of slices, Friction Circle method, Fellineous method. Taylor's stability number. 07 Hrs. Self study component Students shall visit the site and study the overview of the site conditions and know the different parts of the structures like retaining walls, highway or railway embankments and earthen dams etc., Also they shall assess the earth pressures exerted on the structures

PART - B Stresses in Soil : Boussinesq's and Westergaard's theories for concentrated, circular, rectangular loads, strip load - Newmark's chart. Pressure bulb. Contact pressure. 06 Hrs. Bearing Capacity :Definitions of ultimate, net and safe bearing capacities, Allowable bearing pressure. Terzaghi's and Brinch Hansen's bearing capacity equations - assumptions and limitations. Bearing capacity of footings subjected to eccentric loading. Effect of ground water table on bearing capacity. 06 Hrs. Self study component Students shall visit the site and study the ground conditions and types of soils. They shall obtain the soil samples from field and conduct the laboratory tests and calculate the safe bearing capacity of soil and submit the report.

PART - C Bearing Capacity from Field Tests : Plate-load test - conducting, plotting and limitations, standard penetration test – conducting and use of N values for calculating bearing capacity and allowable soil pressure, Static and Dynamic cone penetration test 06 Hrs. Shallow Foundations : Definition of foundation, General types of foundation, types of shallow foundation, settlement of foundation – concept and types - immediate, consolidation and secondary settlements (No derivations), BIS specification for total and differential settlement for footings and rafts. 07 Hrs. Self study component Students shall visit the site and study the ground conditions and asses the suitability of different types of foundations for different types of soil conditions. They shall also know the different components of the foundations. .

PART - D Pile Foundations : Necessity of pile foundations, classification of pile foundations, different types of piles and their advantages and limitations. Simple methods of estimating bearing capacity of piles – static methods, Dynamic formulae and pile load test 06 Hrs. Ground Improvement Techniques : Importance, Methods – Vibrofloatation, stone column, pre-compression, Blasting, compaction piles, cement grout, thermal treatment, electro osmosis. 07 Hrs. Self study component Students shall visit the site and study the site conditions and collect the geological information. Also they shall apply the knowledge to adopting different techniques for different types soil for ground improvement technique. Text books: Venkataramaiah,C.,"Geotechnical Engineering”, Revised third Ed., New Age International publishers, 2006. Punmia, B.C. Ashok Kumar Jain & Arun Kumar Jain, "Soil Mechanics and Foundations", Laxmi Publishing Co., New Delhi. 2003. Reference Books: 1. Bowles, I.E., “Foundation Analysis and Designs ”, 5 th Ed., McGraw Hill Publishing, New

York, 1996. 2. Murthy, V.N.S., " Principles of Soil Mechanics and Foundation Engineering", 5th Revised

Ed., UBS Publishers and Distributors ltd, New Delhi, 2001

CV602 (3-0-0) 3 FUNDAMENTALS OF WASTEWATER ENGINEERING


CO1 Able to understand the concept of waste water quality and various methods of sewage disposal

PO1,PO3,PO5

CO2 Appreciate the role of civil engineer in designing and adopting treatment technologies for sewage treatment.

PO2,PO4,PO5

CO3 Learn different methods for disposal of treated sewage. PO3,PO4,PO5

CO4 Distinguish between primary treatment and secondary treatment of sewage

PO2,PO4,PO5

CO5 Understand different appurtenances of a sewage treatment plant

PO2,PO3,PO4

CO6 Understand different miscellaneous methods of sewage treatment

PO3,PO4,PO5

PART - A Introduction: Waste water disposal - Necessity for sanitation, methods of sewage disposal, types of sewerage systems and their suitability. Quantity of Sewage: Dry weather flow, factors affecting dry weather flow, flow variations and their effects on design of sewerage system, computation of design flow, Estimation of storm flow, Rational method and Empirical formulae of design of storm water drain, Time of concentration. 06 Hrs. Design of Sewers: Hydraulic formulae for velocity, Effects of flow variations on velocity, self cleansing and non scouring velocities, Design of hydraulic elements for circular sewers flowing full and for partially full, Sewer materials, Shapes of sewers, laying of sewers, jointing and testing of sewers, ventilation and cleaning of sewers 06 Hrs. Self study component Student shall visit various locations in the city and make a survey of the methods followed by local municipality for collection of waste and its disposal.

PART - B Sewer Appurtenances: Catch basins, Manholes, Flushing tanks, oil and grease traps, Drainage traps, Basic principles of house drainage, Typical layout plan showing house drainage connections, maintenance of house drainage. Sewage Pumps - Need, Types of pumps and pumping stations. 06 Hrs.

Analysis of Sewage: Physical, chemical and Biological characteristics, concepts of Aerobic and Anaerobic activity, CNS cycles, more emphasis on BOD and COD. Sampling, significance, techniques and frequency. 06 Hrs.

Self study component Student shall visit the sewage treatment plant in the outskirts of the city and observe different components of typical sewage plant.

PART - C Disposal of Effluents: By dilution, self-purification, phenomenon, oxygen sag curve, Zones of purification, Sewage farming, sewage sickness, Disposal standards on land and water, Chlorination of sewage. 06 Hrs. Treatment of Sewage: Flow diagram of municipal sewage treatment plant Primary treatment: screening, grit chambers, skimming tanks and design of primary sedimentation tanks. 04 Hrs Self study component Student shall visit the local dairy and other factories and observe the methods adopted for sewage treatment and disposal.

PART - D Secondary treatment: Trickling filter (introduction only) Activated sludge process - Principle and flow diagram, methods of aeration, modifications, F/M ratio, Design of ASP. Methods of sludge disposal: Sludge digestion and Sludge drying beds. 04 Hrs. Miscellaneous Treatment Methods: Septic tanks and Oxidation Pond Design. Introduction to RBC, UASB, Anaerobic filters. 04 Hrs. Self study component Student shall visit the local bus stand, MCF quarters and observe the functioning of septic tank and Oxidation Pond. The students shall submit a report of their observations under self study components. Text Books: Garg. S.K, “Waste Water Treatment” - Khanna Publishers, 4th Ed., 1992 (Ch. 1 to 8) Punmia B.C. and Jain A.,“Environmental Engineering-II, Arihant Publications,1995(Ch. 1& 2) Reference Books: 1. Metcalf and Eddy, “Wastewater Treatment- Disposal and Reuse”, Tata McGraw Hill

Publications 2003 2. Howard S. Peavy, Donald R. Rowe, “Environmental Engineering”, George

Technobanoglous, McGraw Hill International Ed., 1996.

CV603 ( 4-0-0) 4 HIGHWAY ENGINEERING


CO1 Gain the fundamental of transportation planning and strategy, regarding highway alignment.

PO1,PO2

CO2 The students get fundamental knowledge in regard to horizontal and vertical geometrics and to design different categories of road

PO3,PO4

CO3 Understand evaluation of loads for both flexible and rigid pavements as per IRC provisions

PO4,PO5

CO4 Effect of the fundamental properties of sub-grade base and surface course in the design of different types of pavements.

PO5,PO6

CO5 Learn different modes of failures of both flexible and rigid pavements and the remedial measures

PO4,PO5

CO6 Understand the overlaying of pavements and economic evaluation to select best among several alternatives.

PO4,PO6

PART - A

Introduction: Importance of Highways transportation – Comparison with other modes – characteristics of road transportation – Jayakar committee – recommendations and Implementation – 3rd Road development plan and problems on above – present scenario of road development in India 04 Hrs. Highway Planning and Alignment: Different road patterns – Planning surveys – Master plan – Saturation system of road planning – Factors affecting highway alignment in plain, rolling and hilly terrain – Ideal requirements – Steps in New and Realignment problem – Phasing of road construction – Problems on the above. 05 Hrs. Self study component Students will visit to understand the impact of different patterns of road to know the advantages and disadvantages of pattern in regard to traffic flow condition.

PART - B Highway Geometric Design (No Derivation) – Importance – Controlling factors – Surface characteristics – cross sectional elements – camber – Design speed – sight distances – SSD – OSD – Design of Horizontal and Vertical alignment – problems on above 07 Hrs. Pavement Design : Types of Pavements – Design factors – Determination of ESWL and EWL and problems on above – IRC method design of flexible pavement (IRC38-2002)- Stresses in rigid pavement – IRC method of design rigid pavement (IRC58-2003 (Excluding design of joints and problems on the above) 10 Hrs. Self study component Students will collect the data from State Highway department and design both horizontal and vertical geometrics and compare with existing geometrics

PART - C

Pavement Materials and Construction :Properties of Sub-grade soil –CBR and plate load tests – properties and requirements of Road aggregates – Bitumen – Tar – Emulsion – cut back (Tests are not included), construction steps on water bound macadam – Base and surface courses of Bituminous pavement – Asphalt concrete. 09 Hrs.

Highway Economics and financing – Highway user costs – VOC using charts – Highway costs – Economic analysis by Annual cost method – BCR method – Highway financing – BOT and BOOT concept and problems on above. 06 Hrs

Self study component Students will visit ongoing project in and around Hassan city and to compare properties of materials analyzed with IRC specifications.

PART - D

Sub surface drainage – surface drainage – types – functions – Basic design principle – numerical problems, drainage Problems and Remedies. 05 Hrs. Pavement Maintenance: Functional and Structural failures – Principle of pavement evaluation – types – pavement failure – flexible and Rigid pavements - Pavement evaluation using Benkleman beam method. 06 Hrs. Self study component Students will visit different roads and identify important types of failures and list the suggestions to overcome the failure. Text books: Subramanyam K.P., “Transportation Engineering–I” Scitech publications, Chennai-2004. (Ch.1,3,5,8) Khanna and Justo – “Highway Engineering ” Khanna publications New Delhi, 2006 (Ch.1,2,4,6,7) Reference books: 1. Indian Roads Congress, Manual for Road Investment Decision Model, IRC Special

Publication – 38, IRC, New Delhi, 1992. 2. IRC: 37-1984, Guidelines for the Design of Flexible Pavements (First Revision), Indian

Roads Congress, New Delhi. 3. Hand book for roads and Bridges – MOST New Delhi ( Published by IRD) 4. IRC 58 - 2003, guidelines Guidelines for the Design of Rigid Pavements (First Revision),

Indian Roads Congress, New Delhi.

CV 604 (4-0-0)4

LIMIT STATE DESIGN OF STRUCTURAL STEEL ELEMENTS Course Outcomes (COs) At the end of the course the student will be able to :

CO1 Understand the basic mechanism and design of bolted & welded steel connections

PO1,PO3,PO5

CO2 Understand the concept of limit state design of steel structures members both in collapse and in serviceability as per IS 800 - 2007

PO2,PO4,PO5

CO3 Analyze and design axially Tension members PO2,PO3,PO5

CO4 Analyze and design compression members PO3,PO4,PO5

CO5 Analyze and design flexural members PO1,PO3,PO5

CO6 Analyze and design a structural system by dividing the system into components

PO2,PO4,PO5

PART - A

Introduction: Advantages and disadvantages of Steel structures, Limit state method of design, Partial safety factors for material and loads, Loads and load combinations, Design concepts, Code and Specifications, Section classifications. 04 Hrs

Structural Fasteners : Bolted connections – Standard notations, specifications, advantages, behaviour of bolted joints - strength of bolts, Design of simple bolted connections – Block and HSFG Bolts. 06 Hrs

Self study component Students shall visit a steel dealer's shop and learn about availability of different shapes of steel sections, maximum available length and method of transportation.

PART – B

Structural Fasteners (contd..) Welds – Standard notations, advantages and disadvantages of

welded connections, fillet and butt welds - defects in welds - welding symbols - strength of welds, design of simple welded connections, welded bracket connections. 07 Hrs Design of Welded Beam Connections: Beam to column - seated, stiffened and un-stiffened connections (Excluding moment resistant connections) ? 07 Hrs Self study component Students shall visit a construction site where a steel structure is being built and learn about connections with bolting and welding and other details. .

PART - C

Design of Tension Members: Modes of failures, Axially loaded tension members and their connections, Design of lug angles, Design of truss ties and joints 06 Hrs

Design of Compression Members: Standard Rolled sections, column splices. 06 Hrs

Self study component Students shall visit the Railway station and observe different types of steel trusses, foot bridge and learn different components and connection details.

PART -D

Design of Compression Members (Contd..) Standard Built-up sections - Lacing and battening, Column bases – Slab and gusseted base. 06 Hrs

Design of Flexural Members: Simple and built-up Sections, design of Laterally restrained beams – check for flexure, shear( low and high), Web crippling, web buckling and deflection. 10 Hrs Self study component Students shall visit the KSRTC bus stand in the city and learn about steel columns and steel roof supporting systems.

Note : The designs shall be done as per IS 800-2007 - limit state method.

Text Books:

Subramanian.N “ Design of Steel Structures” Oxford University press, New Delhi – 2008 [Ch. 2,3,5,6,7,9,10] Prof. Shah V.L and Prof. Veena Gore “Limit State Design of Steel Structures” Structures Publications, New Delhi - 2009 [Ch.1,2,3,4,5,6] Reference Books: 1.Ramachandra “Design of Steel Structures” Standard Book House, New Delhi. 2006 2. IS 800–2007 and SP 6 (a) – 1984 or Standard Steel tables

CV605 (4-0-0) 4

IRRIGATION ENGINEERING AND HYDRAULIC STRUCTURES


CO1 Understand the concept of irrigation and various methods of irrigation

PO2,PO4,PO5

CO2 Understand various types and methods of efficient distribution of irrigation water to the agricultural field.

PO3,PO4,PO5

CO3 Analyse the role of Civil Engineer in designing and adopting various irrigations structures.

PO1,PO4,PO5

CO4 Learn different types of dams and spillways PO2,PO3,PO5

CO5 Decide the best type of dam for a given site condition PO2,PO4,PO5

CO6 Understand different types of earthen dams and their spillways PO2,PO3,PO5

PART - A

Introduction : Definition of irrigation, Benefits and ill effects of irrigation, Sources of water

for irrigation. Systems of irrigation: Surface and ground water irrigation, flow irrigation, Lift

irrigation, Bhandhara irrigation. Methods of irrigation in India – Potential and development.

06 Hrs.

Irrigation and Water Requirements of Crops: Definition of duty, Delta and Base period,

Relationship between Duty, Delta and Base period, Factors affecting duty of water. field

capacity, Frequency of irrigation and Irrigation efficiency.Cropsand crop seasons in India,

Crops grown in Karnataka, their seasons, local names. List of crops and their seasons, base

periods, duty, delta. Agro-climatic zones of Karnataka. 08 Hrs.

Self-study component:

The Students shall visit an irrigated field at a nearby place and collect the information and

take snapshots of types of crop grown, types / method of irrigation adopted, Techniques of

irrigation used.

PART -B

Canals :Definition. Types of canals, Alignment of canals, Design of canals by Kennedy’s

and Lacey’s methods.

Canal Works: Types of Canal work. Canal regulators: Classification and suitability. Canal

drops; Classification, Hydraulic design principles for notch type drop. Cross drainage works;

Classification, Hydraulic design principles for an aqueduct. 08 Hrs.

Reservoirs: Definitions, Investigation for reservoir sites. Capacity contours, Estimation of

storage volume, Volume elevation and Area elevation curve. Storage zones. Determination

of storage capacity and yield of a reservoir using mass curve. 06 Hrs.


The Students shall visit a nearby ongoing or completed minor irrigation project and collect

the information about the potential of existing and ongoing projects. The department of

minor irrigation shall be visited and information collected.

PART - C

Diversion Works: Definition, Layout, Types of weirs and Barrages. Design of Impermeable

floors-Bligh’s and Lame’s theories - simple design problems. Khosla’s theory-Method of

independent variable, Exit gradients (Only hydraulic design). 06 Hrs.

Gravity Dams: Definition. Forces acting on a Gravity dam. Modes of failures. Elementary

and practical profile. Low and high gravity dams. Simple analysis problems, Principal

stresses, Drainage galleries. 08 Hrs.


The Students shall Visit 1) Gorur Dam (Hemavathy River irrigation project) 2) Yagachi dam

( Yagachi River irrigation project) and collect the information on the irrigation potential and

other aspects of the projects.

PART - D

Earthen Dams: Introduction. Types of earthen dams. Failure of earthen dams. Preliminary

design. Drainage arrangements. Phreatic line. Stability analysis under sudden draw down

using Swedish slip circle method 06 Hrs.

Spillways: Definition. Types of Spillways. Design Principles for an Ogee Spillway. Energy

dissipaters: Types and Introduction to IS Stilling basins (No design problems). 04 Hrs.


The Students shall Visit any irrigation project having an earthen dam and spillways.

TEXT BOOKS :

Punmia and Dr.PandeBrijBasiLal, “Irrigation and Water Power Engineering”, Lakshmi

Publications, New Delhi, 14thEdn, 2008 (Ch. 1,2,3 and 4)

Garg.S.K. “Irrigation Engineering and Hydraulic Structures”, Khanna Publications, New

Delhi – 1999. (Ch. 5,6,7 and 8)

REFERENCE BOOKS

1. Michael A M, “Irrigation Theory and Practices”, Vikas Publications, New Delhi – 2004 2. Modi.P.N. “Irrigation, Water Resources and Water Power Engineering”, Standard Book

House, New Delhi – 2006.

CV607 (0-0-3) 1.5 CAD LABORATORY


CO1 Write programs to solve Problems in Civil Engineering using C/C++ Rprogramming / Matlab

PO1,PO2,PO3

CO2 Use commercially available software packages for analysis and design of structures.

PO2,PO4,PO5

CO3 Use Excel programming for typical problems in Civil Engineering

PO1,PO3,PO5

CO4 Apply MATLAB facilities to solve analysis and design problems in Civil Engineering

PO3,PO4,PO5

CO5 Apply MATLAB facilities to executive matrix operations PO1,PO4,PO5

CO6 Use spread sheets (Excel) for design of horizontal and vertical curves

PO2,PO4,PO5

1. Writing the programs to find SF and BM and to draw BMD and SFD for the following cases due to combination of point load and UDL for Cantilever beams – Simply supported beams – Propped cantilever beams – Fixed beams. 15 Hrs.

2. Writing the programs for Design of Rectangular Singly and Doubly Reinforced RC beams by limit state method 06 Hrs.

3. Use of commercial software packages for analysis of beams and frames. 09 Hrs.

4. Use of Spread Sheet for - Design of horizontal and vertical alignment of curves - Design of super-elevation - Computation of earthwork - Balancing of closed traverse using transit rule

04 Hrs

5. Water hammer analysis- Head over Ogee weir -Verification of stability of dams - most economical section of canal, derivation of unit hydrograph and hydrograph of different base periods 08 Hrs.

6. Using MATLAB / R-Programming / product of matrices, for matrix operations like addition, subtraction, inverse of matrices, 03 Hrs.

REFERENCE BOOKS

1. Suresh.G.S and Sheshaprakash, “CAD Laboratory (Civil Engg)” - C-Graphics & Excel, Jawaharlal Nehru National College of Engineering, Shimoga, 2004

2. Jayaram.M.A, Rajendraprasad.D.S, “CAD Laboratory” – Sapna Publications, 2003. 3. Sham Tickoo, “AUTOCAD 2004” A beginner’s Guide, Wiley Dreamtech India Pvt.Ltd,

2004. 4. Ramesh Bangia “Learning Excel 2002” Khanna Book Publishing Co (P) ltd, 2002.

CV 608 (0-0-6) 3

ADVANCED SURVEY TRAINING Course Outcomes (COs) At the end of the course the student will be able to:

CO1 use the topographic sheet (toposheet) from the Survey of India to assess the terrain and to select the location for a proposed project

PO1, PO2,PO3

CO2 understand the concept of Electronic Distance Measurement (EDM) in survey and apply the same for routine survey work.

PO2, PO3,PO4

CO3 distinguish between the traditional survey and EDM survey. PO3, PO4,PO5

CO4 use the Total station along with the software to acquire the field data, process the data and prepare the drawings.

PO2, PO3,PO4

CO5 understand extreme geographical conditions to carry out various survey project works.

PO1, PO3,PO4

C06 apply the most advanced tools for conducting different survey works using the total station.

PO3, PO4,PO5

PART-A

Preliminary Training:

During the Preliminary Training, the students will learn the following survey exercises using

total station.

1. Measurement of the distance, vertical and horizontal angles, bearings, heights, reduced

Levels (RL)

2. Transfer of data from total station to computer and vice- versa.

3. Preparation of drawings after processing of the data.

Six days Advanced Training: during the vacation between Vth and VIth semesters

1. Highway Project:

1) Preliminary and detailed investigations to align a new road between two arbitrary

points. The investigations shall consist of topographic surveying of strip of land for

considering alternative routes and for deciding final alignment.

2) Preparation of report to justify the selected alignment with details of all geometric

design details.

3) Preparation of Drawings including key plan initial alignment, final alignment,

longitudinal section along with final alignment and typical cross sections of road.

PART-B

2. Layout planning of a housing colony

Works involved :

1) Preparation of site map

2) Planning and marking of sites, roads, cross drainage works and amenities like: water

supply, electricity, sanitation, location of GLSR, overhead tank and UGD system with

STP.

PART-C

3. Survey of an existing Old Tank

Works involved :

1. Survey of existing bund, longitudinal and cross sections showing the details of Sluice,

Waste-weir and other facilities.

2. Plotting of capacity contours

3. Measurement of gradient of existing channel.

4. Preparation of drawings, indicating cross sections and locations of waste weir and sluice.

PART-D

4. Marking of proposed building centre line:

Works involved :

1) Selection of location for setting of the instrument

2) Working out the coordinates of points on centreline with reference to the instrument

location.

3) Transferring of the coordinates on to the ground.

General Instructions: 1. Reconnaissance survey of the proposed project shall be done on the relevant Topographic sheet, and the actual work shall begin after field reconnaissance. 2. Each batch shall bring a Laptop computer and process the data using QGIS.

Note: Use Total Station, Commuter Aided Drawing, E-Surveying software for the work.

References :

1. Basak.N.N., “Surveying”, Tata McGraw Hill Publishing Co., ltd, 2004 2. Punmia . B.C, “Irrigation and Water Power Engineering”, Laxmi Publications, New Delhi,

1992. 3. Khanna.S.K. & Justo CES, “Highway Engineering”, Nemchand Brothers, Roorkee, 2003 4. Garg.S.K., “Water Supply Engineering”, Khanna Publishers, New Delhi, 2007.

CV651 (3-0-0) 3

ALTERNATIVE BUILDING MATERIALS AND TECHNOLOGIES Course Outcomes (COs) At the end of the course the student will be able to :

CO1 Calculate embodied energy in a building component by knowing the same in building materials

PO2,PO4,PO5

CO2 Workout the effect of construction on the surrounding environment PO2,PO3,PO5

CO3 Gain specific information about different alternative building materials used for constructions

PO1,PO4,PO5

CO4 Understand the Mechanism of structural masonry and cost effective constructions.

PO2,PO4,PO5

CO5 Understand the concept of mass housing and self employment opportunities in the field of pre-cast construction

PO3,PO4,PO5

CO6 Gain information on alternative building technologies suitable for a given project.

PO1,PO2,PO3

PART-A Introduction: Energy in building materials – Environmental issues concerned to building materials – Global warming and construction industry – Environmental friendly and cost effective building technologies - Requirements of buildings for different climatic regions, Green buildings, Carbon credit. 06 Hrs. Alternative Building Materials – Building blocks : Characteristics of building blocks for walls – Stones and Laterite blocks, Bricks and hollow clay blocks – concrete blocks, , mud blocks, stabilized mud blocks and steam cured blocks. 05 Hrs. Self-study component:

The Students shall Visit nearby precast units and learn different methods of precasting and

products.

PART-B Alternative Building Materials (Continued): Fly ash and Fal G Bricks, Lime – pozzolana cements: raw materials – manufacturing process – properties and uses 04 Hrs. Alternative Building Technologies: wall construction – types, construction methods, masonry mortars – types, preparation and properties, Ferro cement and ferroconcrete building components – materials and specifications, properties, construction methods and applications. 05 Hrs. Self-study component:

The Students shall Visit any nearby Nirmithi Kendra and observe the making of stabilized

mud blocks and other products.

PART-C Alternative Building Technologies (Continued): Roofing system – concepts, filler slabs, composite beam panel roofs, Masonry vaults and domes. 04 Hrs. Structural Masonry: Compressive strength of masonry elements, Factors affecting compressive strength, strength of units, prisms / wallettes and walls. 06 Hrs.


The Students shall visit nearby Nirmithi Kendra and learn about precast units like concrete

blocks, concrete slabs etc.,

PART-D Structural Masonry (Continued) :Effect of Bond/joint strength on strength of masonry – Flexure and shear – Elastic properties of masonry materials and masonry – IS Code provisions – Design of masonry elements – axial, eccentric compression and lateral loads. 06 Hrs. Cost effective Construction : Mass housing – economic construction planning – need for using precast housing components – usage of alternative materials and technologies for mass construction 06 Hrs. Self-study component:

The Students shall visit nearby HUDCO / Housing Board office and learn about mass

housing schemes and usage of alternative materials and technologies.

Text Books: Jagadish.K.S, Venkatarama Reddy.B.V and Nanjunda Rao.K.S. “Alternative Building Materials and Technologies” , New Age Int. Pub. New Delhi – 2008.(Ch.1 to 8) Hendry A.W., “Structural Masonry”, 2nd Ed., Palgrave Macmillan Publishers, 1988.(Ch.7 & 8) Reference Books: 1. “Proceedings of workshop on Alternative Building Material and Technology” 19th – 20th

Dec 2003 @ BVB College of Engineering & Tech, Hubli.(Ch.3,4 & 5) 2. Manuals published by HUDCO.9ch. 7 & 8) 3. Relevant IS 2250 : 1985, IS 3466 : 1999, IS 4098 : 1999, IS 2116 :1998, IS 1095 : 1998

CV652 (3-0-0) 3 MATRIX METHODS OF STRUCTURAL ANALYSIS


CO1 Understand the basics of computerized structural Analysis through matrix operations

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CO2 Compare the amount of computational working of the conventional method with that of matrix method;

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CO3 Learn the basic matrix operations pertaining to the structural analysis algorithms

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CO4 Learn both flexibility method and direct stiffness method of matrix analysis of structural systems.

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CO5 Understand the direct stiffness method of structural analysis PO2,PO3,PO5

CO6 Analyze a truss, a continuous beam and a frame with matrix method of structural analysis.

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PART - A

Introduction: Introduction to Flexibility method, Element Flexibility matrix, Principle of Contragradience, Force Transformation matrix, structure flexibility matrix, construction of structure flexibility matrix. Analysis of Pin jointed trusses using Force transformation matrix.

06 Hrs. Fundamentals of Stiffness Method: equivalent joint loads, Displacement transformation matrix, Member stiffness matrix, Total or system stiffness matrix 04 Hrs Self-study component:

The Students shall learn the available facilities for matrix operations on MATLAB Platform

PART - B Analysis of Trusses: Truss analysis by Stiffness method using Displacement transformation matrix 05 Hrs.

Analysis of Continuous Beams by Stiffness method using Displacement transformation matrix. 05 Hrs.


The Students shall learn to write simple programmes for matrix formulation and solve the

analysis problems of trusses and continuous beams.

PART - C Analysis of Rigid Frames: with axially rigid members by Stiffness method using Displacement transformation matrix 05 Hrs

Introduction to Direct Stiffness Method: Local and Global co-ordinate system,

Transformation of variables, Transformation of member displacement matrix, Transformation of member force matrix, transformation of member stiffness matrix. Overall stiffness matrix, Boundary conditions and Computation of internal forces 05 Hrs.


The Student shall learn to write simple programmes using direct stiffness method for the

analysis of trusses and continuous beams.

PART - D Analysis of Trusses: by Direct Stiffness Method. 06 Hrs Analysis of Continuous Beams: by Direct Stiffness Method. 06 Hrs Self-study component:

The Students shall learn to write simple programmes using direct stiffness method for the

analysis of trusses and continuous beams.

Text Books : Reddy C.S, “Basic Structural Analysis”, Tata Mc Graw- Hill, 1996. (Ch. 2 to 8) Rajashekharan.S and Sankarasubramanian G, “Computational Structural Mechanics”, Prentice Hall of India, 2001. (Ch. 1,4,6,7 & 8) Reference Books 1. Weaver.W, J.M.Gere, “Matrix Analysis of Framed Structures”, CBS publishers and

distributors, 1986. 2. Mukhopadhyay, “Matrix Finite Element, Computer and Structural Analysis”, Oxford & IBW,

1984.

CV653 (3-0-0) 3 INDUSTRIAL WASTE WATER TREATMENT


CO1 Gain the knowledge on Impact of untreated effluents on the receiving environment

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CO2 Analyse the role of Civil engineer in designing and adopting different treatment technologies

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CO3 Take up case studies which helps them understand strength and treatment options for different industrial effluents.

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CO4 Understand the method of combined treatment of effluents PO3,PO4,PO5

CO5 Understand advanced methods of treatment of effluents PO1,PO2,PO5

CO6 Learn different methods of treatment available for selected Industrial Wastes

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PART - A

Introduction: Difference between Domestic and Industrial Wastewater, Effect on Streams and on Municipal Sewage Treatment Plants. 05 Hrs. Stream quality, Dissolved Oxygen Sag curve in Stream, Streeter- Phelps formulation, Stream Sampling, effluent and stream Standards and Legislation to Control Water Pollution 05 Hrs. Self-study component:

The Students shall visit an industrial plant and learn about the effluent treatment method

adopted by the industry. They shall try to witness the effect of flow of treated effluent on

stream quality.

PART - B Treatment Methods: Volume Reduction, Strength Reduction, Neutralization, Equalisation and Proportioning. Removal of Inorganic suspended solids, Removal of Organic Solids, Removal of suspended solids and colloids. 05 Hrs. Combined Treatment: Feasibility of combined Treatment of Industrial Raw Waste with Domestic Waste. Treatment and Disposal of Sludge Solids. 05 Hrs. Self-study component:

The Students shall visit the effluent treatment plant and learn about the method of

treatment adopted.

PART - C Advanced Wastewater Treatment And Reuse: Chemical oxidation, ozonation, wet air oxidation, evaporation, nutrient removal, management of RO rejects 05 Hrs. Treatment of Selected Industrial Wastes: Process flow sheet showing origin/sources of waste water, Characteristics of waste, alternative treatment methods, disposal, reuse and recovery along with flow sheet. Effect of disposal on receiving bodies like sewers, streams and land. The industries to be covered are: Cotton Textile Industry . Tanning Industry, Sugar Industry 06 Hrs. Self-study component:

The Students shall visit Hassan Dairy and learn the specific method of effluent treatment

adopted.

PART - D Treatment of Selected Industrial Wastes contd.. Dairy Industry, Canning Industry, Brewery and Distillery Industry 06 Hrs. Treatment of Selected Industrial Wastes contd.. Paper and Pulp Industry, Pharmaceutical Industry 05 Hrs. Self-study component:

The Students shall visit Hassan Dairy and learn the specific method of effluent treatment

adopted. Similarly they shall visit the paper industry to learn about method of effluent

treatment.

Text Books:

Nemerow, N.L. “Industrial Waste Water Treatment.” Edison–Wesley 1980 (Ch.1, 3, 5, 6, 7 & 8) Metcalf & Eddy , “Wastewater Engineering : Treatment, Disposal & Reuse” – Tata McGraw Hill Publishing Company, Third Ed. 1998 (Ch.2 & 4) Reference Books: 1. Haward.S Peavy, Donald R Rowe, Environmental Engineering – George Technobanglous

McGraw Hill International Ed. - 1987 2. Arceivala S.J. “Wastewater treatment for pollution control” 1990

CV654 (3-0-0) 3 AIR POLLUTION AND CONTROL

Course Outcomes (COs)

At the end of the course the student will be able to :

CO1 Gain knowledge on the importance of Air pollution control. and its applications

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CO2 Gain specific information about the effects of air pollution on human health and surrounding atmosphere - case studies of major episodes.

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CO3 Understands the principles of sampling and analysis of air pollutants.

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CO4 Understand the methods of control through pollution standards and legislations.

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CO5 Learn about the causes of air pollution due to over usage of automobiles.

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CO6 Learn about the global environmental issues and the effect of air pollution on general environment

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PART-A Introduction: Definition - Classification and properties of Air pollutants, Primary and secondary Air pollutants, Concentrations of Air pollutants and sources. Behaviour and Fate of Air Pollutants: Chemical reaction in the Atmosphere, photochemical Smog. 04 Hrs. Effects of Air Pollution: On Human Health, Animals, Plant and properties, major Episodes. 04 Hrs. Self-study component:

The Students shall visit Pollution Control Board office in Hassan and collect information

regarding the effects of air pollution on human health and general environment.

PART-B Meteorology: Introduction, Meteorological Variables, Lapse Rate-Adiabatic- Dispersion/ inversion, Stability Conditions, wind rose, General characteristics of stack plumes 06 Hrs. Sampling and Analysis of Air Pollutants: Sampling and measurement of Gaseous and particulate pollutants stack sampling, smoke and its measurements 04 Hrs. Self-study component:

The Students shall visit Pollution Control Board office in Hassan and learn about different

methods of sampling and measurement of pollutants.

PART-C Control of Air Pollutants: control methods – Particulate emission control,gravitational settling chambers, cyclone separators, fabric filters, Electrostatic precipitators, wet scrubbers, control of gaseous emissions (Design not required) 12 Hrs. Air Pollution due to Automobiles : Air pollution due to gasoline driven and Diesel driven engines, effects, control-direct and indirect methods 05 Hrs. Self-study component:


regarding the contribution of automobiles to air pollution.

PART-D Global Environmental Issues: Acid rain, Green House effect, Global warming, Ozone layer Depletion. Environmental Impact Assessment in industrial plant locations and planning. 04 Hrs. Standards and Legislation: Air quality and emission standards, legislation and regulation, Air pollution index. 03 Hrs. Self-study component:


regarding the emission standards and regulations.

TEXT BOOKS: Rao, M.N, Rao, H.V.N “Air pollution”, Tata McGraw Hill, 2004 (All Chapters) Stern.A.C, “Air pollution”, Academic press, 1977 (All Chapters) REFERENCE BOOKS: 1. Wark,K,Warner.C.F & Davis.W.T, “Air Pollution–Its Origin and Control” , Harper Row

Publishers, Newyork, 1998 2. Trivedy.R.K and Goel.P.K, “An Introduction to Air Pollution”, B.S. Publications, 2005

CV655 (3-0-0) 3

GROUND IMPROVEMENT TECHNIQUES


CO1 Learn the necessity of ground improvement and the factors which decide the method of ground improvement.

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CO2 Understand mechanical modification of the ground by compaction and various methods of compaction.

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CO3 Understand hydraulic modification of the ground by lowering of water table and other methods.

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CO4 Understand the necessity of drainage of slopes, vertical drains sand drains etc.,

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CO5 Understand chemical modifications of the ground by lime stabilization and other methods.

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CO6 Understand the method of grouting and other advanced methods.

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PART-A

Ground Improvement: Definition, Objectives of soil improvement, Classification of

ground improvement techniques. Factors to be considered in the selection of the best soil improvement technique 04 Hrs.

Mechanical Modification : Type of mechanical modification, Aim of modification, compaction, Principle of modification for various types of soils. 04 Hrs. Compaction : Effect of grain size distribution on compaction for various soil types like BC soil, lateritic soil, coarse-grained soil, micaceous soil. Effect of compaction on engineering behaviour like compressibility, swelling and shrinkage, permeability, relative density, liquefaction potential. Field compaction – static dynamic, impact and vibratory type. Specification of compaction. Tolerance of compaction Shallow and deep compaction 08 Hrs. Self-study component:

The Students shall visit nearby construction sites and observe the necessity of ground

improvement techniques, especially Housing board colony at Kuvempunagar and

Channapatna lay out.

PART-B Hydraulic Modification : Definition, aim, principle, techniques, gravity drain, lowering of water table, multistage well point, vacuum dewatering. Discharge equations. Design of dewatering system including pipe line effects of dewatering. 04 Hrs.

Drainage & Preloading : Drainage of slopes, preloading, vertical drains, sand drains. Assessment of ground condition for preloading electro kinetic dewatering 04 Hrs.


The Students shall collect the information and photos on hydraulic modification of soils, by

visiting the various internet websites. .

PART-C Chemical Modification-I, Definition, aim, special effects, and methods Techniques –

sandwich technique, admixtures, cement stabilization on permeability, Swelling and shrinkage, Criteria for cement stabilization, Stabilization using Fly ash. 04 Hrs.

Chemical Modification-II : Lime stabilization, suitability, process, special effects, criteria for lime stabilization. Other chemicals, chlorides, hydroxides, lignin, hydrofluoric acid. Properties of chemical components, reactions and effects. Bitumen tar or asphalt in stabilization

06 Hrs.


The Students shall collect the information and photos on chemical modification of soils, by

visiting the various internet websites. .

PART-D Grouting : Introduction, Effect of grouting, Chemicals and materials used. Types of grouting, Grouting procedure, Applications of grouting 04 Hrs.

Miscellaneous Methods ( Only Concepts) : Introduction, Soil reinforcement. Thermal methods, Ground improvement by confinement – Crib walls, Gabions and Mattresses. Anchors, Rock bolts and soil nailing 04 Hrs. Self-study component:

The Students shall collect the information and photos on grouting and miscellaneous

methods of ground improvement by visiting the various internet websites. .

Text Books : Purushothama Raj. P, “Ground Improvement Techniques” Laxmi Publications, New Delhi, 1999. Koerner.R.M., “Construction and Geotechnical Methods in Foundation Engineering” McGraw Hill Publ., New York, 1985. Reference Books : 1. Manfred Hausmann, “Engineering Principles of Ground Modification”, Mc Graw Hill Pub.,

New York, 1990 2. Nelson.J.D and Miller.D.J., “Expansive Soils” John Wiley and Sons, 1992.

CV656 (3-0-0) 3 GROUND WATER HYDROLOGY


CO1 Understand the features of underground water table and properties of Aquifers.

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CO2 Capture the concept of underground flow characteristics. PO3,PO4,PO5

CO3 Understand the properties of aquifers. PO1,PO4,PO5

CO4 Understand principles of well hydraulics in terms of steady flow in confined and unconfined aquifers.

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CO5 Understand principles of well hydraulics in terms of unsteady flow in confined and unconfined aquifers.

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CO6 Understand the methods of ground water exploration, ground water recharging.

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PART-A Introduction : Importance, Vertical distribution of sub-surface water. Occurrence in different types of rocks and soils. Definition of aquifer, Aquifuge, Aquitard and aquiclude. Confined and unconfirned aquifers 04 Hrs. Aquifer Properties : Aquifer parameters – Specific yield, Specific retention, Porosity, Storage coefficient, derivation of the expression. Determination of specific yield. Land subsidence due to ground water withdrawals. 06 Hrs.


The Students shall visit nearby Geologist office and collect the information about the rock

formation and underground water table of the local area.

PART-B

Darcy’s Law and Hydraulic Conductivity : Introduction. Darcy’s law. Hydraulic conductivity. Coefficient of permeability and Intrinsic permeability, Transmissibility, Permeability in Isotropic and Unisotropic layered soils. Steady one dimensional flow, different cases with recharge. 06 Hrs.

Well Hydraulics – Steady Flow : Introduction, Steady radial flow in confined and unconfined aquifers, Pumping tests 06 Hrs. Self-study component:

The Students shall collect the information regarding well hydraulics by visiting various

internet websites.

PART-C Well Hydraulics – Unsteady Flow : Introduction, General equation derivation; Theis method, Cooper and Jacob method, Chow’s method. Solution of unsteady flow equations. 06 Hrs. Ground Water Development : Types of wells, Method of constructions, Tube well design, Dug wells, Pumps for lifting water- working principles, Power requirements. 06 Hrs. Self-study component:

The Students shall collect the information regarding ground water developments by visiting

various internet websites.

PART-D

Ground Water Exploration : Seismic method, Electrical resistivity method, Bore hole geo-physical techniques - Electrical logging, Radio wave logging, Induction logging, Sonic logging and Fluid logging. 04 Hrs. Ground Water Recharge and Runoff : Recharge by vertical leakage, Artificial recharge, Ground water runoff, Ground water budget. 04 Hrs. Self-study component:

The Students shall collect the information regarding ground water exploration by visiting

various internet websites.

TEXT BOOKS Raghunath.H.M “Ground Water”, 2nd Ed.,New Age International Publishers, 2008. Rastogi.A.K, “Numerical Ground Water Hydrology”, Penram, International Pub.(Ind) Pvt.Ltd, Mumbai,2008. REFERENCE BOOKS 1. Bower.H “Ground Water Hydrology” Mc Graw Hill, New Delhi, 1978. 2. Walton.W.C. “Ground Water Resource Evaluation”. Mc Graw Hill, Kogakusha ltd, New

Delhi, 1982.

CV657 (3-0-0) 3

ADAVANCED SURVEYING


CO1 Understand the theory of errors and classification of errors and arrive at most probable value of a variable.

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CO2 Apply the principles of theory of probability to deal with random variables.

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CO3 Understand the principles of adjustment in triangulation and different techniques used in EDM.

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CO4 Understand the basic principles of Field Astronomy and solve simple numerical problems on determination of time.

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CO5 Understand the basic principles of hydrographical surveying PO3,PO4,PO5

CO6 Understand the basic principles of Photogrammetric surveying PO2,PO4,PO5

PART-A Theory of Errors and Triangulation Adjustment: Errors and classification of errors precision and accuracy, Laws of weights and accidental errors 05 Hrs. Probability : Probability distribution function and density function-normal distribution. RMS error- measure of precision. Rejection of observations – principles of least squares – Normal equations. 05 Hrs.


The Students shall collect the data on a random variable and analyze the same for

statistical parameters.

PART-B Method of Correlates : Triangulation adjustment. Angle adjustment, station adjustment and figure adjustment. 05 Hrs. Electronic Distance Measurement (EDM): Introduction, Electro Magnetic (EM) Waves, Phase comparison and modulations. Instruments Geodimeter – Tellurimeter – Distomat – Range finders – Radars, Introduction to GPS and Total station 05 Hrs. Self-study component:

The Students shall conduct triangulation and learn the angle adjustment, station adjustment

and figure adjustment and use total stations to measure the distance.

PART-C Field Astronomy : celestial sphere. Solar system Position by altitude and azimuth system- spherical triangle and spherical trigonometry, Astronomical triangle-Nepiers rule 05 Hrs. Time : Siderial time, day and year-solar time and day-Green which mean time-standard time. Meridian and azimuth-their determination-latitude and its determination 06 Hrs. Self-study component:

The Students shall learn to identify the positions of different stars and planets using a

telescope

PART-D Hydrographic Surveying : Methods of soundings, Instruments. Three point problem, Tidal and Stream discharge measurement 06 Hrs. Photogrammetry : Principle of terrestrial photogrammetry, To evaluate focul length of camera of phototheodolite, Aerial phtogrammetry, Flight planning, total number of photographs required to cover given area draft, crab, mosaic. 05 Hrs. Self-study component:

The Students shall visit any GSI office and learn about the application of hydrographical

surveying, photogrammetric surveying.

Text Books: Punmia B.C, Ashok Kumar Jain & Arun Kumar Jain , “Surveying Vol I”, II & III, Lakshmi Publications, New Delhi – 2008. (Ch.1,2,3,4,5,6) Chandra A.M & Gosh.S.K, “Surveying” ,Narosa Publishing House Pvt. Ltd, New Delhi 2006. ( Ch.7,8) Reference Books: 1. James, M Anderson and Edward.M Mikhail , “Introduction to Surveying” Tata Mc Graw

Hill publishing, 1985. 2. Mikhalil and Gracie.G- “Analysis and Survey Measurements”, VanNostrand Reinhold,

(NY) 1980 3. David Clark – “Plane and Geodetic Surveying for Engineers-Vol. I & II”, CBS publishers

and distributors, New Delhi.

HS 004 (1-0-0) 1.0

COMMUNICATION SKILLS - II Course Outcomes (COs) At the end of the course the student will be able to :

The course is designed for 39 hours in a semester. This course is structured 3 hours per session of 13 Sessions and will be conducted in the following comportment.

Session No. Topics

Session 1 College to Corporate - Change management

Session 2 Etiquettes and behavior - General Professional Power of Dressing and Grooming

Session 3 Meetings & Report writing

Session 4 Stress Management

Session 5 Aptitude and Analytical Skills/ practice papers

Session 6 Reading and interpreting advertisements

Session 7 Resume writing & writing covering letters Session 8 Understanding types of Interviews

Session 09 The essence of Group Discussion in Interviews Session 10 Mock Interviews - GD Session 1 1 Mock Interviews - Panel Interviews Session 12 Mock Interviews - Screening/Individual Interviews Session 13 Recap and Feedback

Intellectual property & Proprietary of 1-Excel Consultancy Services

HS 005 (2-0-0) 0 CONSTITUTION OF INDIA & PROFESSIONAL ETHICS


CO1 Students will get the knowledge about rights, duties and responsibilities of individual Indian citizen.

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CO2 This course enlighten the students about electrol process, constitutional amendments , etc

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CO3 Students will get the information about professional ethics such as honesty integrity, reliability , risks and safety etc.

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Constitution of India Preamble to the constitution of India - Evolution of constitutional Law Scope and extent of fundamental rights under part III - Details of Exercise of rights, Limitations and Important Cases

4 Hrs. Relevance of Directive Principles of State Policy under Part IV, Significance of Fundamental Duties under Part IV a.

3 Hrs. Union Executive President, Vice-President, Prime Minister, Council of Ministers, Parliament and Supreme Court of India.

3 Hrs. State Executive, Governor, Chief Minister, Council of Ministers, Legislature and High Courts.

3 Hrs. Constitutional provisions for scheduled castes and tribes, women and children and backward classes, Emergency provisions

4 Hrs. Electoral process, amendment procedure, 42nd, 44th, 74th, 76th, 86th and 91st constitutional amendments

3 Hrs. Professional Ethics Scope and aims of engineering ethics, responsibility of engineers, impediments to responsibility. 3 Hrs. Honesty, integrity and reliability, risks, safety and liability in engineering. 3 Hrs. Text Books: Durga Das Basu : Introduction to the Constitution of India (Students Edn.), PH - EEE, 19th / 20th Edn., 2001 Charles E Haries, Michael S Pritchard and Michael J Robins, Engineering Ethics, Thompson Asia, 2003-08-05 Reference Books:

1. M V Pylee : An Introduction to Constitution of India, Vikas Publishing 2. M Govindarajan, S Natarajan, V S Senthilkumar : Engineering Ethics, Prentice - Hall

of India, New Delhi, 2004

civil iii year syllabus

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