preface - national institute of engineering preface dear students, from the academic year 2014-15...

1

PREFACE

Dear Students,

From the academic year 2014-15 there is a slight change in the syllabus structure and question paper pattern. This change is due to the philosophy of Outcome Based Education and requirement as per the National Board of Accreditation (NBA), Government of India, New Delhi.

Sixteen countries including New Zealand, Australia, Singapore, Russia and India are the signatories of the Washington Accord, which has come out with the new process of accreditation. This would enable every institution, including NIE to attain high standards of technical education in the respective countries and to create level playing ground. The outcome based education is one of the important components of NBA.

NIE is making sincere efforts in meeting the global standards through new formats of NBA and timely World Bank-MHRD initiative TEQIP (Technical Education Quality Improvement Program). Efforts are being made to revise the syllabi regularly to meet the challenges of the current technical education.

Dr. B. K. Sridhara July 2014 Dean (Academic Affairs)

5

BLUEPRINT OF SYLLABUS STRUCTURE AND QUESTION PAPER PATTERN

(to be effective from the odd semester of the academic year 2014-15 for all semester students)

Blue Print of Syllabus Structure

1. Complete syllabus is prescribed in SIX units as Unit 1, Unit 2, etc.

2. In each unit there is one topic under the heading “Self Learning Exercises” (SLE). These are the topics to be learnt by the student on their own under the guidance of the course instructors. Course instructors will inform the students about the depth to which SLE components are to be studied. Thus there will be six topics in the complete syllabus which will carry questions with a weightage of 10% in SEE only. No questions will be asked on SLE components in CIE.

Blue Print of Question Paper

1. Question paper will have SEVEN full questions.

2. One full question each of 15 marks (Question No 1, 2, 3, 4, 5 and 6) will be set from each unit of the syllabus. Out of these six questions, two questions will have internal choice from the same unit. The unit from which choices are to be given is left to the discretion of the course instructor.

3. Question No 7 will be set for 10 marks only on those topics prescribed as “Self Learning Exercises”.

Dr. B. K. Sridhara July 2014 Dean (Academic Affairs)

8

V SEMESTER

ANALYSIS OF INDETERMINATE STRUCTURES (3:2:0)

Sub Code : CV0407 CIE : 50% Marks

Hrs/week : 3 +2+0 SEE : 50% Marks

SEE Hrs : 3 Hrs Max. Marks : 100

COURSE OUTCOME

On Completion of this course the students will be able to;

1. Analyze the beams , frames and trusses by force method;

2. Analyze the beams and frames by Displacement method.

Analysis of Statically Indeterminate Structures by Force Method

Unit - I:

Introduction to force method, General Procedure, Analysis of Fixed Beams and Continuous beams by consistent deformation method. Introduction to Concepts of matrix flexibility method by system approach.

Self Learning Exercise: Analysis of Propped Cantilever Beams

7 Hrs

Unit-II:

Analysis of regular trusses and frames by consistent deformation method.

Self Learning Exercise: Analysis of cantilever trusses

7 Hrs

Unit-III :

Clapyernon’s three moment equation for the analysis of continuous beams

Self Learning Exercise: Analysis of fixed beams.

7 Hrs

9

ANALYSIS OF STATICALLY INDETERMINATE STRUCTURES BY DISPLACEMENT METHOD

Unit-IV :

Introduction to displacement method General procedure, Slope Deflection method for analysis of beams and frames without sway. Introduction to Concepts of matrix displacement method by system approach,

Self Learning Exercise: Analysis of frames with sway

7 Hrs

Unit-V :

Moment distribution method, general principles and definitions, Analysis of beams and frames without sway.

Self Learning Exercise: Analysis of frames with sway by moment distribution method.

7 Hrs

Unit-VI :

Kani’s Method, general principles and definitions, Analysis of beams, and frames without sway.

Self Learning Exercise: Analysis of frames with sway.

7 Hrs

TEXT BOOK:

1. Pandith -Gupta and Gupta, “Theory of Structures Vol 1 and Vol 2”, Tata McGraw Hill Co. 2000-08.

REFERENCE BOOKS:

1. R.C.Hibler , “Structural Analysis”, Pearson Education Inc, 5

th edition, 2002,

2. Jeffrey P Liable, “Structural Analysis”, CBS College Publishing, 1985.

3. C.S.Reddy, “Basic Structural Analysis”, Tata McGraw Hill, 2

nd edition, 1996.

10

4. B.C.Punmia, “Strength of Materials and theory of structures”, Vol 1&2, Laxmi Publication, New Delhi.

5. GS Pandit and SP Gupta, “Structural Analysis, A matrix approach”, Tata McGraw-Hill. – 2008.

6. S.S.Bhavikatti, “Structural Analysis, Vol 1 and Vol 2”, Vikas Publication. 1999.

11

FUNDAMENTALS OF RC DESIGN (4:0:0)

Sub Code : CV0417 CIE : 50%Marks

Hrs/Week : 4+0+0 SEE :50% Marks

SEE Hrs : 3 Hrs Max Marks: 100

COURSE OUTCOME

Upon successful completion of this course, students will be able to:

1. Understand the concept of Limit state design.

2. Apply the concept of Limit state design to doubly reinforced beams, flanged sections and understand the concept of limit state of serviceability

3. Comprehend the concept of designing the beams for shear, bond and torsion. Also to know the concept of designing compression members

Unit I:

Introduction to Basic Design Concept

Introduction to Plain and Reinforced Concrete, Objectives of Structural Design, Reinforced concrete Construction, Structural Systems, Reinforced Concrete System, Grade of Concrete, Behaviour of Concrete under Uniaxial Compression, Behaviour of Concrete under Uniaxial Tension, Behaviour of Concrete under Combined stresses, Reinforcing Steel, Structural Analysis and Design, Design Loads, Design Codes and Handbooks.

Design Philosophies, Working Stress Method, Ultimate Load Method, Limit State Method, Probabilistic Analysis and Design, Characteristic strengths and loads, Partial Safety Factors.

Self Learning Exercise: Code Recommendations for Limit State Design.

10 Hrs

Unit II:

Behaviour of Singly Reinforced section in Flexure

Introduction, Linear elastic analysis of composite sections, Modular ratio and cracking Moment, Flexural behavior of Reinforced

12

Concrete, Analysis at service loads (WSM), Analysis at Ultimate Limit state of rectangular beams-Singly reinforced section.

Self Learning Exercise: Stress block parameters proposed by different investigators

8 Hrs

Unit III:

Behaviour of Flanged Section and Doubly Reinforced section in Flexure

Analysis of singly reinforced Flanged Section, Analysis of Doubly Reinforced Sections.

Self Learning Exercise: Analysis of slabs as rectangular beams

8 Hrs

Unit IV:

Limit State of Serviceability

The serviceability limit states of deflection and cracking, Elastic theory: cracked, uncracked and partially cracked sections, Deflection Control, Calculation of short-term and long-term deflections Crack Control in design, Calculation of crack width.

Self Learning Exercise: Durability aspects.

8 Hrs

Unit V:

Shear Bond and Torsion

Shear, Shear failure of beams without shear reinforcement, Effect of shear reinforcement, Bond and anchorage, Equilibrium torsion and compatibility torsion, Torsion in plain concrete beams, Effects of torsion reinforcement, combined bending shear & torsion.

Self Learning Exercise: Splicing of Reinforcement

8 Hrs

Unit VI:

Compression Members

Introduction, Estimation of effective length of a column, Code requirements on slenderness limits, minimum eccentricities and

13

reinforcements, Design of short columns under axial compression, Design of short columns under compression with uniaxial bending, Design of short columns under compression with biaxial bending.

Self Learning Exercise: Design of slender columns

10 Hrs

TEXT BOOK:

1. S. Unnikrishna Pillai and Devdas Menon, “Reinforced Concrete Design”, TMH, 3

rd Edition, 2009.

REFERENCE BOOKS:

1. F.K.Kong and R.H. Evans, “Reinforced and Prestressed Concrete”, ELBS, 3

rd Edition, 1987

2. Dr. H.J.Shah, Reinforced Concrete Vol-1[Elementary Reinforced Concrete], CharotaraPublishig House, 8

th

edition, 2009

3. Dr. B.C. Punmia, Ashok Kumar Jain, Arun Kumar Jain, “Limit State Design of Reinforced Concrete”, Lakshmi Publications, 1

st edition, 2007

4. P.C.Varghese, “Limit State Design of Reinforced Concrete”, PHI, 2

nd edition, 2009

5. J.N. Bandopadhyay, “Design of Concrete Structure”s, PHI, 1

st edition, 2008.

6. M.L.Gambhir, “Fundamentals of Reinforced Concrete Design”, PHI,1

st edition, 2006

7. Dr.Ram Chandra and VirendraGehlot, “Elements of Limit State Design of Concrete Structures”, Scientific Publishers, 1

st edition, 2004

8. N.Krishna Raju and R.N.Pranesh, “Reinforced Concrete Design”, New Age International Publishers, 1

st edition,

2003

9. S.N.Sinha, “Reinforced Concrete Design”, TMC, 2nd

edition, 2002

14

10. Ashok. K. Jain “Reinforced Concrete Limit State Design”, NemCahnd and Bros, 6

th edition, 2010

11. Bureau of Indian Standards – IS 456 – 2000, IS 875 – Part 1 to 3 – 1987, Sp-16

15

FUNDAMENTALS OF GEOTECHNICAL ENGINEERING (3:2:2)


Hrs/week : 3+2+2 SEE : 50% Marks


COURSE OUT COME


1. Understand the field identification of soils , various definition, phase systems and functional relationship;

2. Conceptualize the index properties of soils and their determination;

3. classify the soil as per Indian Standards and understand the permeability & shear characteristics of soils;

4. Know the methods of improving soil characteristics by imparting mechanical energy;

5. Visualize the settlement characteristics of soils under different loading conditions.

Unit- I :

Introduction

Origin and definition of soil, formation of soil, Residual soil and Transported soil, Scope of soil Engineering, Terminology of different types of soils,

Basic Definitions and Relationships

Soil as a three phase system, Definitions of void ratio, porosity, percentage Air voids, Air content, Degree of saturation, Moisture content, Specific gravity, Bulk density, Dry density, Saturated density and Submerged density. Functional relationships amongst them.

Self Learning Exercise: Field identification of soils.

8 Hrs

16

Unit- II :

Index Properties Of Soils And Their Determination

Introduction: determination of water content, specific gravity, particle size distribution by sieve and sedimentation analysis. (Hydrometer analysis only), Consistency limits of soils, Determination of liquid limit by Casagrande and cone penetration methods, plastic limit and shrinkage limit. Free swell ratio, Free swell index and swell pressure. Determination of Insitu density by core cutter and sand replacement methods,

Self Learning Exercise: Determination of relative density.

6 Hrs

Unit- III :

Soil Classification, Structure and Clay Minerals

Need for classification, Indian standard classification system, Soil structure, Single grained, honey combed, flocculent, dispersed and composite soil structure, Common clay minerals.

Self Learning Exercise: Diffuse double layer and Adsorbed water.

6 Hrs

Unit- IV :

Permeability of Soils

Introduction, Hydraulic head, Darcy’s law, Assumptions and validity of Darcy’s law, Coefficient of permeability by constant and variable head methods, Factors affecting permeability, Seepage velocity, superficial velocity and coefficient of percolation, Field determination of coefficient of permeability by pumping out and pumping in tests.

Self Learning Exercise: Permeability of stratified deposits.

6 Hrs

Unit- V :

Shear Strength of Soil

Concept of shear strength, Mohr’s strength theory, Mohr- coulomb failure Theory, Total and effective shear strength parameters,

17

Factors affecting shear strength of soils, Measurement of shear strength from direct shear test, unconfined compression test, Triaxial compression test and vane shear test.

Self Learning Exercise: Tests under different drainage conditions.

6 Hrs

Unit- VI:

Soil Compaction & Consolidation of Soils

Soil Compaction

Definition, Standard and modified proctor’s compaction tests, Factors affecting compaction, Effect of compaction on soil properties, Field compaction methods,

Consolidation of Soils

Definition, Initial, primary and secondary consolidation, Spring Analogy for primary consolidation, Consolidation of laterally confined soil, Definition of coefficient of compressibility, coefficient of volume change, compression index & swelling index, Terzaghi’s theory of one dimensional consolidation, assumptions and limitations, Definition of normally consolidated, under consolidated and over consolidated soils Laboratory consolidation test, Determination of coefficient of consolidation by different methods,

Self Learning Exercise: (i) Field compaction control- Proctor’s needle. (ii) Causes of pre consolidation, Pre consolidation pressure.

10 Hrs

TEXT BOOK:

1. Dr. B. C. Punmia, “Soil mechanics & foundations” (Lakshmi Publications Co., 16

th Edition, New Delhi- 2005.

REFERENCE BOOKS:

1. Venkataramaiah .C., “Geotechnical Engineering” - New Age International (p) Ltd., 3

rd edition, New Delhi. -2006

2. Dr. K.R. Arora, “Soil Mechanics and Foundation Engineering” Standard Publishers Distributors – 2011.

18

3. VNS Murthy, “Soil Mechanics and Foundation engineering” -, UBS Publishers & distributors, 4

th edition,

New Delhi – 1996.

4. Gopal Ranjan & ASR Rao, “Basic and applied soil mechanics” -, New Age International (p) Ltd., New Delhi – 2000.

5. S.K. Garg, “Soil Mechanics and Foundation Engineering” Khanna Publishers. – 2003.

6. Braja M. Das, “Principles of Geotechnical Engineering” - Thomson Business information India (p) Ltd., 5

th edition,

India - 2002,

7. Iqbal. H. Khan, “Text book of Geotechnical Engineering” - PHI, 2

nd Edition, India - 2005,

8. N.V Naik, “ Foundation Design Manual”

Lab components

1. Test for determination of specific gravity

2. Grain size analysis of coarse grained soil

3. In situ density by core cutter and sand replacement methods

4. Consistency limits

(a) Liquid limit by casagrande and cone penetration methods

(b) Plastic limit

(c) Shrinkage limit

5. Standard proctor compaction test

6. Modified proctor compaction test

7. Determination of permeability by constant head and variable head methods

8. Strength tests

(a) Unconfined compression test

(b) Direct shear test

19

(c) Triaxial compression test (undrained)

9. Consolidation test

10. Demonstration tests

11. (a) Grain size analysis of fine grained soil by the Hydrometer method

(b) Free swell and swell pressure tests

(c) Laboratory vane shear test

(d) Relative density of sand

REFERENCE BOOKS:

1. “Laboratory testing of soils SP 36 (Part 1) 1987”, Bureau of Indian Standards

2. Lambe T. W., “Soil testing for Engineers” Wiley India Pvt. Ltd.1985.

3. Bowles. J.E., “Engineering properties of soils and their measurements”- McGraw Hill. – 1992.

20

ENGINEERING ECONOMICS (3:0:0)



SEE : 3 Hrs Max. Marks : 100

COURSE OUTCOME

Upon successful completion of this course, students will have an ability to:

1. Apply economic principles and laws in arriving at engineering decisions;

2. Perform and evaluate - present worth, future worth and annual worth analyses on one or more economic alternatives;

3. Estimate cost and economic life of buildings and equipments considering depreciation and inflation.

Unit- I :

Introduction To Engineering Economics

Definition, Goods, Utility, Value, Asset, Liability, Capital, Revenue, Income, Wealth & Welfare, Economic Laws.

Self Learning Exercise: Role of Engg. Economy in decision making

7 Hrs

Unit- II:

Market Structure

Basics of Supply & Demand, Various forms & functions of market, Price determination.

Value Engineering

Definition, need, role of project engineer, Project manager in value engineering applications value engineering job plan – Different phases. Areas of application.

Self Learning Exercise: Life Cycle Costing.

7 Hrs

21

Unit- III:

Time Value of Money

Nominal and effective value of interest, simple interest, Compound interest , Present worth comparison, Conditions, Present worth equivalence, Annual worth analysis, Comparison of deferred investments, Future worth Comparison, Payback period.

Self Learning Exercise: Economic Comparison of projects

7 Hrs

Unit-IV:

Rate of Return Problems on rate of return method, Benefit cost analysis, Break even analysis, Economic evaluation of public project.

Self Learning Exercise: Comparison of interest rate and rate of return

7 Hrs

Unit- V :

Cost Estimation

Cost Concept and Classification of Cost, Cost output relationship, Activity based costing; Cost estimation techniques – Cost indexes, Cost estimates – Cost saving areas, Variance analysis – Problems.

Self Learning Exercise: Effect of inflation on cost estimation

7 Hrs

Unit- VI:

Economic Valuation Of Properties

Definition, Purpose, Cost-Price-Value, Different forms of value, Gross income, Net income, outgoing, Types of outgoing, Years purchase, Capital Cost, Capitalized value, Sinking fund – Depreciation - Methods of depreciation, Mortgage, lease, Fixation of rent on buildings, Economic life of construction equipments , problems.

Self Learning Exercise: Case Studies valuation of properties.

7 Hrs.

22

TEXT BOOK:

1. Banga & Sharma, “Industrial Organization & Engineering Economics”, Khanna Publishers. – 2003.

REFERENCE BOOKS:

1. Chithkara, K. K “Construction Project Management”, Tata MC Graw – Hill. . 2007.

2. Sengntha, B & Guha, H. . “Construction Management & Planning” ,Tata MC Graw – Hill – 2010.

3. James L.Riggs, David D. Bedworth, Sabah U.Randhawa, “Engineering Economics” Tata MC Graw – Hill – 2003.

23

ENGINEERING HYDROLOGY (3:0:0)




COURSE OUTCOME

Upon successful completion of this course, students will be able to

1. Understand the knowledge of hydrological cycle and the different processes involved;

2. Analyze rainfall data for its distribution in space and time;

3. Apply elementary statistical methods to analysis of data;

4. Determine yield of the catchment and the flood runoff either by empirical model or conceptual model.

Unit- I :

Introduction & Precipitation

Introduction

Introduction and practical applications of Hydrology and Water Resources; Hydrologic cycle; the concept of catchments; water budget equation.

Precipitation

Definition and forms of precipitation, Types of precipitation- seasons in India; Measurement of precipitation - Non recording and recording type rain gauges; area average precipitation, Optimum number of rain gauges, Estimation of missing precipitation record, consistency of records; Rainfall distribution in India & Karnataka; Intensity- Duration Analysis. Intensity-Frequency-Duration Analysis. Depth-Area-Duration Analysis. Problems

Self Learning Exercise: Location of rain gauge; Probable maximum precipitation; Rain gauge network; Problems

8 Hrs

24

Unit- II:

Initial abstractions and Infiltration

Interception and depression storage.

Definition, process, factors affecting infiltration, Measurement of infiltration (Double ring infiltrometer), Horton’s infiltration curve; Infiltration indices, estimation and use. Problems

Self Learning Exercise: Infiltration equations and estimation of parameters of infiltration models; Problems

6 Hrs

Unit- III:

Evapotranspiration

Definition, process, factors affecting evaporation; Measurement of Evaporation by Evaporation pans.Evapo-transpiration – PET and AET, factors affecting evapo-transpiration; Estimation of Evapo-transportation and Expressions used.Problems.

Self Learning Exercise: IS pan; Crop water need or consumptive use. Problems.

6 Hrs

Unit- IV:

Runoff & Hydrograph Theory

Components of runoff, factors affecting runoff; Basin yield, dependable yield;SCS-CN Method; rainfall – runoff correlation and relationships;

Self Learning Exercise: Flow-duration curve.

6 Hrs

Unit- V :

Hydrograph Theory

Components of hydrograph, Separation of base flow, flow recession, Unit hydrograph theory, Derivation and application of unit hydrograph, Computation of unit hydrographs ordinates of different durations, S-Curve and its use.

25

Self Learning Exercise: Synthetic unit hydrograph; CWC method for Indian Catchments.

10 Hrs

Unit- VI :

Design Flood

Empirical formulae; Rational formula; Frequency analysis analysis and distributions; CWC method;.

Self Learning Exercise: Design flood; TR55

6 Hrs

TEXT BOOKS:

1. Subramanya K., “Engineering Hydrology”-; Tata

McGraw Hill, New Delhi.- 2010.

2. P. Jaya Rami Reddy, “A Text Book of Hydrology”;

University Science Press, Lakshmi Publications.

3. Putty M.R.Y., “Principles of Hydrology” - IK International

Pub., New Delhi 2010.

REFERENCE BOOKS:

1. Linsely, Kohler and Paulhus ,“Applied Hydrology” -,

McGraw Hill, New Delhi 1984. (Chapter 1,2,5 & 8)

2. Mutreja, K.M, “Engineering Hydrology” - McGraw Hill, New York 2003.

3. H.M.Raghunath, “Hydrology” - Wiley Eastern Publication 2006.

4. VenTe Chow “Handbook of applied hydrology”-, McGraw Hill Pub - 1964.

5. “Kar.nic.in.” (Website of Karnataka).

26

HYDRAULIC MACHINERY (3:0:2)

Sub Code : CV0408 CIE: 50% Marks

Hrs/Week : 3+0+2 SEE: 50% Marks

SEE Hrs : 3 Hrs Max. Marks: 100

COURSE OUTCOME


1. Apply the principles of Hydraulics on design of pumps and turbines;

2. Solve problems related to hydraulic machines;

3. Resolve troubles in hydraulic machines;

4. Select type of hydraulic machines to be used in different practical situations;

Unit- I :

Impact of Jets on flat vanes

Introduction, Impulse momentum principle, Impact of jet on stationary vane- plane surface kept perpendicular to the jet direction, plane surface kept inclined to the jet direction, stationary curved surface on which the jet strikes normally at the centre, jet strikes the stationary curved surface tangentially, impact of jet on hinged surface, force exerted by the jet on flat moving plate, force exerted by the jet on flat inclined moving plate.

Self Learning Exercise: Analysis of flow through nozzle

7 Hrs

Unit – II:

Impact of Jets on curved vanes and Jet porpulsion

Force exerted by the jet on curved moving plate, force exerted by the jet on series of flat plates, force exerted by the jet on series of curved vanes, force exerted by the jet on unsymmetrical curved vane when the jet strikes tangentially at one end of the curved vane, force exerted by the jet on series of radially curved vanes.

27

Self Learning Exercise: Jet propulsion, jet propulsion of a tank with an orifice, jet propulsion of ship.

7 Hrs

Unit- III:

Impulse Turbines

Introduction, classification of turbines, differences between impulse turbine and reaction turbines, layout of a hydroelectric power plant, definition of heads, head loss due to friction, head loss in the nozzle, power developed by an impulse turbine, efficiency of a turbine, component parts of a pelton wheel turbine, velocity triangle and work done for Pelton wheel turbine, working proportion of a Pelton wheel turbine.

Self Learning Exercise: Radial flow impulse turbine.

8 Hrs

Unit – IV:

Reaction Turbine

Reaction turbine, classification of reaction turbine, main components of radial flow reaction turbine, draft tube, expression for radial inward flow reaction turbine, outward flow reaction turbine, mixed flow turbine, propeller and Kaplan turbine, surge tank, performance of hydraulic turbine, performance under unit head, performance under specific conditions, specific speed, characteristics of turbine, Cavitations in turbines.

Self Learning Exercise: Governing of turbines.

8 Hrs

Unit- V:

Centrifugal Pump

Introduction, pump classification, centrifugal pump, priming of a centrifugal pump, main parts of a centrifugal pump, classification of centrifugal pump, classification of impeller, expression for work done on the impeller, working proportion of a centrifugal pump, head capacity relationship, pressure changes in centrifugal pump, ideal efficiency of a pump, maximum suction lift, head and efficiency, minimum starting speed.

28

Self Learning Exercise: Shut off head.

8 Hrs

Unit –VI

Characteristics of pump

Pump laws, effect of variation in speed, specific speed, pump similarity, characteristic curves of centrifugal pump, multistage centrifugal pump, effect of number of blades, net positive suction head, head lost due to changes in discharge.

Self Learning Exercise: Cavitations in pumps

4 Hrs

Lab components

1. Experimental determination of hydraulic coefficients of orifices and mouthpiece

2. Experiments on venturimeter

3. Experiments on orificemeter

4. Experiment on venturiflume

5. Experiment on pipes - major losses in pipes

6. Experiment on pipes - minor losses in pipes

7. Discharge over notches

8. Impact of jet on stationary vanes

9. Experiment on turbines- Pelton wheel turbine

10. Francis turbine

11. Experiments on pumps- Single stage centrifugal pimp

12. Multistage centrifugal pump

TEXT BOOKS:

1. C.S.P. Ojha, R. Berndtsson, and P.N. Chandramouli, “Fluid Mechanics and Machinery”, Oxford University Publication - 2010.

2. Y.A. Cengal and J.M.Cimbala. “Fluid mechanics” Tata McGraw-Hill Publishing Company limited, 2006.

29

REFERENCE BOOKS:

1. K.R. Arora, “Fluid mechanics, Hydraulics and Hydraulic

machines”, 5th edition, standard publisher distributors, -

2005.

2. K.Subramanya, “Fluid mechanics” Tata McGraw-Hill publishing company limited.

3. F.M. White. “Fluid mechanics”, 5th edition New York

McGraw-Hill, 2003.

4. Dr. P.N. Chandramouli, “Hydraulic lab manual”.

5. R.K. Bansal, “Fluid mechanics and hydraulic machines”, Laxmi Publishing (P) Ltd., India.- 2011.

6. J.B. Evett, and C. Liu, “Fluid mechanics and Hydraulics”, McGraw-Hill Book Company.- 2009.

30

ELECTIVE

SPECIAL CONCRETES (3:0:0)




COURSE OUTCOME

On completion of this course the student will be able to:

1. Have an understanding the material characteristics of various construction chemicals and their specific suitability;

2. Have an understanding the properties of various types of concrete and their applications.

Unit- I:

Introduction to Construction Chemicals

Types, general properties.

Self Learning Exercise: Uses of construction chemeicals 2 Hrs

Unit- II:

Admixtures

Chemical admixtures, mechanism of chemical admixtures, plasticizers and super plasticizers and their effect on concrete property in fresh and harden state. Marsh cone test for optimum dosage of super plasticizers, retarder, accelerator, air entraining admixtures, new generation plasticizers. Mineral admixtures; fly ash, silica fume, Chemical composition and suitability criteria.

Self Learning Exercise: GGBS. 10 Hrs

Unit- III :

Different Types of Concrete

(i) High strength and high performance concrete.

(ii) Self compacting concrete – properties and applications

(iii) Polymers concrete types.

31

Self Learning Exercise: Geopolymer concrete applications

10 Hrs

Unit – IV:

(i) Light weight concrete – classification, properties of light weight concrete, strength and durability.

(ii) Reactive powder Concrete, No fines Concrete.

Self Learning Exercise: (i) Applications (ii) High Volume fly ash concrete

7 Hrs

Unit – V:

(i) High Density concrete-materials, placements method, properties in wet and hardened state, use of high-density concrete and applications.

(ii) Fiber Reinforced concrete – Fiber materials, mix proportion, fiber content, distribution orientation and interfacial bond.

Self Learning Exercise: (i) Radiation shields (ii) fiber properties in fresh state.

7 Hrs

Unit –VI:

(i) Roller compacted concrete. Methodology, properties,

Self Learning Exercise: Types

6 Hrs

TEXT BOOK:

1. Shetty M.S, “Concrete Technology”, Theory & Practice. S. Chand and Company, New Delhi - 2002.

REFERENCE BOOKS:

1. N.Krishnaraju, “Concrete mix Design”, Sehgal – Publishers 2009.

2. Nevillie A.M., “Properties of concrete”, Pearson Education Asis, - 2000.

32

3. Short & Kinniburg “Light weight concrete” –, Asia Publishing House - 1963.

4. Rafat Siddigue, “Special Structural Concrete”-, Galgotia Publications Pvt. Ltd., New Delhi – 2000.

5. P. Kumar Mehta, P.J.M. Monteiro, “Concrete MicroStructure, Properties and Materials ”, TMH,3

rd

Edition - 2006.

6. A.R. Shantha Kumar “Concrete Technology” Oxford University Press – 2006.

33

ELECTIVE

ALTERNATIVE BUILDING MATERIALS & MASONRY STRUCTURES (3:0:0)




COURSE OUTCOME

Upon successful completion of this course student will be able to;

1. Solve the problems of Environmental issues concerned to building materials and cost effective building technologies;

2. Design Structural Masonry Elements Under Axial Compression with appropriate type of masonry unit and mortar

3. Recommend various types of alternative building materials and technologies to be used for civil engineering constructions keeping in view the green concept.

Unit- I :

Introduction

Energy in building materials, Environmental issues concerned to building materials, Global warming and construction industry, Green concepts in buildings, Rating. Environmental friendly and cost effective building technologies, Requirements for buildings of different climatic regions.

Self Learning Exercise: Rainwater harvesting & solar passive architecture

5 Hrs

Unit- II :

Structural Masonry

Masonry materials, requirements of masonry units’ characteristics of bricks, stones, clay blocks, concrete blocks, stone boulders,

34

laterite Blocks, Fal G blocks and Stabilized mud block. Manufacture of stabilized blocks.

Mortars – cementations materials, sand - natural & manufactured, types of mortars, characteristics and requirements of mortar, selection of mortar.

Structural masonry - Uses of masonry, masonry bonding, Compressive strength of masonry elements - Factors affecting compressive strength, Strength of Prisms/wallets and walls, Effect of brick bond on strength. Elastic properties of masonry materials and masonry, Design of masonry compression elements subjected to axial load.

Self Learning Exercise: Bond strength of masonry: Flexure and shear

15 Hrs

Unit- III :

Alternative Building Materials

Lime –pozzolana cements - Raw materials, Manufacturing process, Properties and uses. Fiber reinforced concrete - Matrix materials, Fibers metal and synthetic, Properties and applications. Fiber reinforced plastics - Matrix materials, Fibers organic and synthetic, Properties and applications. Building materials from agro and industrial wastes.

Self Learning Exercise: Types of agro wastes, Types of industrial and mine wastes, Properties and applications.

8 Hrs

Unit- IV :

Alternative Building Technologies

Use of arches in foundation, alternatives for wall constructions – composite masonry, cavity walls, rammed earth, and ferroconcrete building components - Materials and specifications.

Self Learning Exercise: Ferro cement, Properties, Construction methods, Applications.

5 Hrs

35

Unit- V :

Alternative Roofing Systems

Concepts, Filler slabs, Composite beam panel roofs.

Self Learning Exercise: Masonry vaults and domes.

5 Hrs

Unit- VI :

Green Building Design

Cost concept.

Self Learning Exercise: Case studies.

4 Hrs

TEXT BOOK:

1. K.S. Jagadish, B.V. Venkatarama Reddy & K.S. Nanjunda Rao “Alternative building material & Technologies” NewAge International Publishers – 2007.

REFERENCE BOOKS:

1. Relevant IS Codes

2. Arnold W. Hendry, “Structural masonry” – Mc Millan Press Ltd., London, 1998 (Chapter 2)

3. Anand S. Arya, “ Masonry & Timber Structures”, Nem Chand & Bros, Roorke 1992

4. Dayaratham, “ Brick & Reinforced Brick Structures” , Oxford & IBH Publishing Company Pvt. Ltd., New Delhi 1988

36

ELECTIVE

REMOTE SENSING (3:0:0)


Hrs/Week : 3+0+0 SEE : 50% Marks


COURSE OUTCOME

By the end of this course student must be able to:

1. Analyze the concepts of satellite remote sensing and its

applications in various fields;

2. Analyze the concepts of spatial data, land use/land cover mapping using digital satellite images Interpret satellite images for information extraction;

3. Analyze the advantages and limitations of remote sensing technology.

Unit- I :

Introduction

Introduction, concept of spatial data, need for spatial data, representing spatial data, raster and vector data. Data acquisition methods,

Self Learning Exercise: Introduction to map projections and datums.

6 Hrs

Unit- II :

Basics of Electromagnetic Remote Sensing

Definition of remote sensing, remote sensing process, ideal remote sensing system. Principles of electromagnetic remote sensing, electromagnetic energy, electromagnetic spectrum, black body radiation, laws governing electromagnetic radiation, atmospheric effects, scattering and absorption, atmospheric windows, Interaction with earth surface materials, spectral reflectance curves.

37

Self Learning Exercise: Spectral Library.

8 Hrs

Unit- III :

Remote Sensing Platforms and Sensors

Remote sensing platforms, satellites and orbits, geostationary and sun synchronous satellites, earth resource satellites- IRS, LANDSAT, SPOT, ENVISAT, CARTOSAT, IKONOS etc. Sensors- active and passive sensors, sensor resolutions (spectral, spatial, radiometric and temporal)

Self Learning Exercise: Characteristics of Indian and other major earth resource satellites.

6 Hrs

Unit- IV :

Remote Sensing Data and Interpretation Methods

Forms of remote sensing data, panchromatic, multispectral and hyper spectral data. Remote sensing digital data formats.

Satellite image interpretation – visual image interpretation, elements of image interpretation.

Self Learning Exercise: Basic visual image interpretation equipment.

6 Hrs

Unit- V :

Digital Image Processing

Basics of digital image processing, image display and band combinations, true and false color composites. Image pre processing , image histogram, radiometric and geometric corrections, image enhancements, image transforms based on arithmetic operations, image filtering, low pass and high pass filters, edge detection, multi image manipulation, spectral rationing, image fusion

Image classification- methods, supervised and unsupervised, accuracy assessment of image classification

38

Self Learning Exercise: Classification of mixed pixels, hybrid classification.

10 Hrs

Unit- VI :

Applications Of Remote Sensing

Applications of remote sensing in- land use land cover analysis, change detection, water resources, urban planning, environmental and geological applications

Self Learning Exercise: Disaster management applications of remote sensing.

6 Hrs

TEXT BOOK:

1. Lillesand T.M., and R.W. Kiefer, “Remote sensing and

Image interpretation”, 4th edition, John Wiley & Sons –

2000.

REFERENCE BOOKS:

1. Manoj K. Arora, R.C. Badjatia, “ Geomatics Engineering”,

Nemichand & Bros. Roorkee – 2011.

2. Mather P.M., “Computer processing of remotely sensed images: an introduction”, Wiley. – 1988.

3. Jensen J.R., “Introductory digital image processing: A remote sensing perspective”, 2

nd edition, Prentice Hall –

1996.

4. Richards J A., X. Jia, “Remote sensing digital image analysis: an introduction”, 3

rd edition, Springer - 1999.

39

VI SEMESTER

DESIGN & DETAILING OF RC STRUCTURES (3:0:2)

Sub Code : CV0409 CIE : 50%Marks

Hrs/Week : 3+0+2* SEE : 50% Marks

SEE Hrs : 3 Hrs Max Marks : 100

* Drawing

COURSE OUTCOME


1. Design the various types of beams encountered in practice, one way, two way, inclined and filler slabs;

2. Design waist type and tread & riser type staircase; shallow foundations- Isolated and Combined footings;

3. Design cantilever and counter fort type retaining walls; rectangular and circular tanks resting on ground.

Unit- I :

Design of Beams

Introduction, Anchorage of bars, Reinforcement requirements, Slenderness limits, Design procedure, Design of cantilever beams, Design of simply supported beams, Design of lintels.

Self Learning Exercise: Design of continuous beams.

10 Hrs

Unit- II :

Design of Slabs

Introduction, Classification based on support condition, Design of Cantilever slabs, and Design of one way slab, Design of simply supported two way slab, Design of one way and two way continuous slabs.

Self Learning Exercise: Inclined slabs, filler slabs.

5 Hrs

40

Unit- III :

Design of Stairs

Introduction, Classification, Loadings, waist slab type

Self Learning Exercise: Tread-Raiser type stairs

5 Hrs

Unit- IV :

Design of Shallow Foundations

Introduction, Classification, Types, Soil design consideration, Isolated footings-wall footings, axially loaded pad and sloped footings, Combined footings- For two axially loaded columns.

Self Learning Exercise: Eccentrically loaded footings & strap and strip footings

6 Hrs

Unit- V :

Design of Retaining Walls

Introduction, Types of Retaining wall, Earth pressure, Design of Cantilever retaining walls.

Self Learning Exercise: Design of Counter fort retaining walls

8 Hrs

Unit- VI :

Design of Water Tanks

Introduction, Design considerations, Design of tank resting on ground-Circular tanks.

Self Learning Exercise: Design of tank resting on ground -Rectangular tanks.

8 Hrs

Detailing of RC Structures (Drawing component)

Students are exposed to detailing of all the structures indicated above including detailing of column for the given design data in the drawing class of 2 Hrs per week.

41

TEXT BOOK:

1. Dr. H.J.Shah, Reinforced Concrete, Vol-1 and Vol-2 Charotar, 8

th Edition, 2009 and 6

th edition - 2012

respectively.

REFERENCE BOOKS:

1. S.Unnikrishna Pillai and Devdas Menon, Reinforced Concrete Design, TMH, 3

rd Edition - 2009

2. Bureau of Indian Standards - IS 456-2000, SP16, SP34

3. Dr. B.C. Punmia, Ashok Kumar Jain, Arun Kumar Jain, Limit State Design of Reinforced Concrete, Lakshmi Publications, 1

st edition - 2007

4. P.C.Varghese, Limit State Design of Reinforced Concrete, PHI, 2

nd edition - 2009

5. J.N. Bandoyopadhyay, Design of Concrete Structures, PHI, 1

st edition - 2008.

6. M. L. Gambhir, Design of Reinforced Concrete Design, PHI,1

st edition - 2006

7. Dr.Ram Chandra and Virendra Gehlot, Elements of Limit State Design of Concrete Structures, Scientific Publishers, 1

st edition - 2004

8. N.Krishna Raju and R.N.Pranesh, Advanced Reinforced Concrete Design, CBS Publishers, 2

nd edition - 2005

9. S.N.Sinha, Reinforced Concrete Design, TMC, 2nd

edition - 2002

10. Ashok. K. Jain : Reinforced Concrete Limit State Design, Nem Cahnd and Bros, 6

th edition - 2010

42

APPLIED SOIL ENGINEERING (3:2:0)




COURSE OUTCOME

Upon completing the course, the student will be able to

1. Decide the type and quantum of field and laboratory soil investigations for any Civil Engineering Structure;

2. Estimate the different types of lateral earth pressure, determining vertical stress due to external loading and analyze the stability of embankment;

3. Evaluate the bearing capacity required for the design and shallow foundation, estimating the probable settlement of the shallow foundation and able to decide the technique to be adopted to improve the properties of ground.

Unit- I:

Sub Surface Exploration & Drainage and Dewatering

Sub Surface Exploration

Purpose of exploration, Planning and stages in subsurface exploration, Methods of exploration: Open excavation, Boring, sounding tests, geophysical methods – Electrical resistivity and Seismic refraction methods. Types of samples, Samplers. & reporting, features affecting the sample disturbance, Typical bore log, Soil exploration report.

Drainage and Dewatering

Introduction, Water table location in coarse grained and fined grained soils, Determination of ground water level by Hvorslev method, Dewatering –Electro osmosis method.

Self Learning Exercise: Ditches and sumps, well point systems, shallow and deep well system, vacuum method,

9 Hrs

43

Unit- II:

Vertical Stresses in Soils Due To External Loads

Introduction, Boussinesq and Westergaard’s theories for concentrated, circular & rectangular loads, Comparison of Boussinesq and Westergaard theories, Newmark’s chart.

Self Learning Exercise: Isobar & Pressure bulb, Contact pressure.

6 Hrs

Unit- III :

Earth Pressure Theories

Introduction, Different types of earth pressure, Rankine’s earth pressure theory - Assumptions and limitations, Lateral earth pressure distribution for cohesionless and cohesive soils, Coulomb’s theory of earth pressure – Assumptions and limitations, Culmann’s graphical methods for active earth pressure

Self Learning Exercise: Rebann’s Graphical methods for active earth pressure (Cohesionless soil only).

6 Hrs

Unit- IV:

Stability of Earth Slopes

Introduction, Slopes – Types, Causes, Types of failures, Definition of factor of safety, Stability analysis of Infinite slopes, Stability analysis of finite slopes by method of slices, friction circle method and Taylors stability number.

Self Learning Exercise: Fellinious method

6 Hrs

Unit- V:

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 footing subjected to eccentric loading. Effect of ground water table on bearing capacity. Standard penetration test, cone penetration test.

44

Self Learning Exercise: Estimation of bearing capacity by Plate load test

6 Hrs

Unit- VI:

Foundation Settlement

Concept, immediate, consolidation and secondary settlement (no derivations), Tolerance. BIS specifications for total and differential settlement of footings ands rafts.

Reinforced Earth

Introduction, component and application of reinforced earth, Basic mechanism of reinforced earth, Choice of soil, Reinforcement – metal reinforcement , geotextiles , geogrids, geomembranes and geo composites.

Ground Improvement Techniques

Introduction, objectives of ground improvements. Commonly used methods of ground improvements – (sand piles and lime piles),

Self Learning Exercise: Stone column, micro piles, vibroflotation & preloading, compaction piles.

9 Hrs

TEXT BOOK:

1. Dr. B. C. Punmia “Soil mechanics & foundations”- Laxmi Publications Co., 16

th Edition, New Delhi – 2005.

REFERENCE BOOKS:

1. VNS Murthy, “Soil Mechanics and Foundation Engineering” - UBS Publishers & distributors, 4

th edition,

New Delhi – 1996.

2. Gopal Ranjan & ASR Rao, “Basic and applied soil mechanics” - New Age International (p) Ltd., New Delhi – 2000.

3. S.K. Garg, “Soil Mechanics and Foundation Engineering” Khanna Publishers – 2003.

45

4. Braja M. Das, “Principles of Geotechnical Engineering” - Thomson Business information India(p) Ltd., 5

th edition,

India – 2002.

5. Iqbal. H. Khan, “Text book of Geotechnical Engineering” PHI, 2nd Edition, India- 2005.

6. Venkataramaiah .C., “Geotechnical Engineering” - New Age International (p) Ltd., 3rd Edition, New Delhi – 2006.

7. Dr. K.R. Arora, “Soil Mechanics and Foundation Engineering” Standards Publishers & Distributors – 2011.

46

IRRIGATION ENGINEERING: THEORY, DESIGN AND DRAWING (3:0:3)

Sub code: CV0411 CIE : 50% Marks

Hrs/wk: 3+0+3* SEE : 50% Marks


* Drawing

COURSE OUTCOME

Upon successful completion of this course, students will be able to

1. Understand the fundamentals of irrigation engineering and different structures needed to manage irrigation;

2. Make preliminary designs of prominent irrigation structures along with their drawing;

3. Participate in planning and other deliberations/issues related to irrigation projects.

Unit- I :

Theory

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. Irrigation efficiency, Frequency of irrigation.

Self Learning Exercise: Crop water requirement based on Evapo-transpiration.

5 Hrs

Unit- II :

Canals and Canal Works

Canals

Definition.Types of canals, Alignment of canals. Standard sections of canals. Design of canals by Kennedy’s and Lacey’s methods.

47

Self Learning Exercise: IS code recommendations for different parts of a canal cross section (Berm width, Free board, Top widths etc.)

Canal Works

Canal regulators: Classification and suitability. Canal drops: Classification. Cross drainage works: Classification.

Self Learning Exercise: Schedule of area statistics and channel dimensions. Procedure to draw the L-Section of a canal/channel

10 Hrs

Unit- III:

Reservoirs

Definitions.Investigation for reservoir sites.Storage zones.Determination of storage capacity and yield of a reservoir using mass curve.

Self Learning Exercise: Reservoir routing.

5 Hrs

Unit- IV:

Diversion Works

Definition.Layout.Types of weirs and Barrages. Design of Impermeable floors – Bligh’s theory – Simple design problems.

Self Learning Exercise: Introduction to silt ejectors and silt excluders.

5 Hrs

Unit- V:

Gravity Dams & Earthen Dams

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.

48

Earthen Dams

Introduction.Types of earthen dams.Failure of earthen dams. Preliminary section of earth dam. Drainage arrangements. Determination of Phreatic line and pore water pressure.

Self Learning Exercise: (i) Keys; Water stops; Joints; Drainage galleries; Grouting.

(ii) Stability of u/s slope during sudden draw down; stability of d/s slope due to steady seepage. Slope stability analysis- Swedish circle method.

12 Hrs

Unit- VI :

Spillways and Energy Dissipation

Definition.Types of Spillways. Design Principles for an Ogee Spillway. Energy dissipation below spillways- characteristics of hydraulic jump and its location based on JHC and TWRC. Stilling basins.Measures adopted for dissipation of energy.

Self Learning Exercise: Types and introduction to IS Stilling basins.

5 Hrs

Design And Drawing

1. Surplus weir with stepped apron

2. Tank sluice with tower head

3. Notch type Canal Drop

4. Canal Cross regulator.

TEXT BOOK:

1. Arora KR “Irrigation Water Power & Water Resources Engineering”- - Standard Publishers Distributors – 2010.

REFERENCE BOOKS:

1. C Satyanarayana Murthy “Water Resources Engineering: Principles and Practice” - New Age International Publishers - 2000.

49

2. P.N. Modi, “Irrigation, Water Resources, and Water Power Engineering” - Standard Book House, New Delhi – 2003.

3. R.K. Sharma “Text Book of Irrigation Engineering and Hydraulic Structures”- - Oxford and IBH Publishing Co., New Delhi.

4. B.C. Punmia and PandeLal, “Irrigation and Water Power Engineering” - Laxhmi Publications, New Delhi – 2009.

50

WATER SUPPLY ENGINEERING (3:0:0)




COURSE OUTCOME

Upon completing the course, the student will be able to:

1. Estimate water demand for various purposes, evaluate the quality and quantity of water from different sources to decide the suitability of water to satisfy different water demand.

2. Plan and design of conventional water supply scheme.

3. Plan and design of water supply schemes and treatment plants for rural water supply.

Unit - I:

Introduction & Demand of water

Demand of water

Types of water demands - domestic demand, industrial, institutional and commercial, public uses, compensation for losses, fire demand, Per capita demand – factors affecting per capita demand, Population forecasting - different methods with merits & demerits, Variations in demand of water, Peak factors, design periods & factors governing the design periods.

Self Learning Exercise: Necessity of planned water supply system, Planning and execution of modern water supply schemes.

6 Hrs

Unit - II:

Sources of water

Surface source – streams, lakes, rivers, ponds, storage reservoirs, Sub-surface sources – springs, infiltration galleries, infiltration wells, groundwater pumping/tube wells, Suitability with regard to quality and quantity.

51

Collection of water and conveyance of raw water

Intake structures- types, Selection and location of intakes, Pumps – Types, Power of pumps.

Self Learning Exercise: Factors for the selection of a pump, Conveyance systems and related appurtenances.

4 Hrs

Unit - III:

Quality of Water

Objectives of water quality management, Concept of safe water, wholesomeness & palatability, Water borne diseases, Sampling of water for examination, Examination of Water – Objectives, Physical, chemical and Microbiological Examinations (IS: 3025 and IS: 1622) using analytical and instrumental techniques, health significance of Fluoride, Nitrates and heavy metals like Mercury, Cadmium, Arsenic.

Self Learning Exercise: Drinking water standards BIS (IS 10500:1991) & WHO guidelines.

4 Hrs

Unit - IV:

Water treatment

Introduction

Objectives – Flow diagrams of treatment plants , Mini water supply scheme for smaller towns.

1 Hr Aeration

Principle, Types of Aerators. 1 Hr

Sedimentation

Theory- types of settling (discrete, flocculant, hindered and compression), Plain sedimentation. Types of plain sedimentation tanks. Design – problems, Coagulant aided sedimentation, types of coagulants, Clari-flocculator, Jar test, chemical feeding, and flash mixing.

3 Hrs

52

Filtration

Mechanism of filtration –Types - Slow sand, Rapid sand and Pressure filters including construction, operation, cleaning, Designs for above, Operational problems in filters.

4 Hrs

Disinfection

Theory of disinfection, methods of disinfections, Chlorine as a disinfectant. Chlorine demand, residual chlorine, break point chlorination.

2 Hrs

Softening

Definition, necessity of softening, Methods of removal of hardness, Temporary hardness - Boiling and use of lime, Permanent hardness - Lime soda process and Zeolite process, Membrane technique – RO.

2 Hrs

Miscellaneous treatment

Removal of color, odor, taste - use of copper sulfate & adsorption technique.

Self Learning Exercise: Fluoridation and defluoridation.

2 Hrs

Unit - V:

Conveyance of treated water

Distribution systems

Methods of distribution -Gravity system, Combined gravity and pumping system, Pumping system, Systems of supply – Intermittent, Continuous, Service reservoirs and their capacity determination, Types of layouts - Dead end system, Grid system, Radial system, Circular system, Analysis of pressure in the distribution system - Equivalent pipe method, Hardy cross method.

4 Hrs

53

Water supply for buildings

Water supply layouts for buildings, Service connection, Water meters, Valves for water supply in buildings. Basic principles of design of water supply system. Water requirement for various types of buildings. Probable simultaneous demand. Loading units for various types of outlet fixtures. Design of water supply network inside the building- up feed and down feed system of water supply. Design of a water supply piping in a building- a worked example.

4 Hrs

Self Learning Exercise: Pipe materials and appurtenances 5 Hrs

Types of pipe materials and permissible pressures in operation, Pipe joints, Valves - Sluice valves, Air valves, reflux valves, relief valves, scour valves, Fire hydrants, Pipefitting – tees, elbows, bends, flanges, unions, etc.

Unit - VI:

Rural and Mini Water Supply Schemes

Planning and design

Self Learning Exercise: construction aspects.

4 Hrs

TEXT BOOK:

1. S. K. Garg “Water supply engineering” –, Khanna Publishers – 2010.

REFERENCE BOOKS:

Hammer and Hammer, “Water Technology”, Butterworth Heinemann Publications 2009.

1. Howard S. Peavey, Donald R. Rowe, George Tchobanoglous, “Environmental Engineering”, McGraw Hill International Edition.

2. Gray, N. F., “Water Technology”, Elsevier Science & Technology Books.

3. Punmia, B. C., and Ashok Jain. “Environmental Engineering-I” Lakshmi Publications – 1995.

54

4. CPHEEO. “Manual on Water supply and treatment”, Ministry of Urban Development, New Delhi -22.

5. R&D Development Sanitation, “Manual Jal Nirmal”.

55

HIGHWAY ENGINEERING (3:0:2)




COURSE OUTCOME

Upon completing the course, the student will be able to

1. Do geometric design of highways;

2. Design (structural) flexible and rigid pavements;

3. Plan road networks and manage highway engineering projects.

Unit - I:

Principles of Transportation Engineering

Importance of transportation, different modes of transportation, characteristics and comparison of different modes. Jayakar Committee recommendations and implementation.

Highway development and planning

Road types and classification, road patterns. Planning surveys, master plan - saturation system of road planning. Phasing road development programme, road development in India. 1st, 2nd & 3rd 20-year road development plan & problems only on 3rd 20 year road plan. Present scenario of road development in India (NHDP) & PMGSY) and in Karnataka (KSHIP & KRDCL) – Problems on best alignment among alternate proposals and phasing road development.

Self Learning Exercise: Road Development plan Vision: 2021

7 Hrs

Unit - II:

Highway alignment and surveys

Ideal alignment, factors affecting alignment, engineering surveys for new and realignment projects

56

Highway geometric design – I

Importance factors controlling the design of geometric elements highway cross section elements – pavement surface characteristics, camber, width of carriage way, shoulder width, formation width right of way typical cross section of roads.

Self Learning Exercise: Geometric standards for different categories of roads.

7 Hrs

Unit - III:

Highway geometric design – II

Sight distance, types and importance - Design of horizontal and vertical alignment. Numerical problems on above (no derivation of formulae).

Traffic engineering

Road user characteristics, human and vehicle characteristics, basic principles and applications of traffic studies, volume, spot speed, Speed and delay, origin and destination. Parking and accident studies, concept of passenger car unit.

Self Learning Exercise: Traffic Capacity Studies

7 Hrs

Unit - IV:

Pavement materials

Properties and requirements of sub-grade soils, Determination of CBR and modulus of sub-grade reaction of soil, properties and requirements of road aggregates, Bitumen - Tar-Emulsion- cut back and their properties and uses.

Pavement design

Types of pavements – Design factors, IRC method of flexible pavement design based on CSA method Using IRC: 37-2001. Stresses in rigid pavement and design of rigid pavement as per IRC: 58-2002

Self Learning Exercise: Pavement Design for rural roads

7 Hrs

57

Unit - V:

Pavement construction

Granular sub base course, granular base / sub-base courses such as WBM, WMM, and CRM bituminous binder course (BM & DBM). Common types of bituminous surfacing courses such as surface dressing, premixed carpet (PMC) and bituminous concrete, Construction of rigid pavement (DLC & PQC), Highway furniture’s – signals, signage’s..

Self Learning Exercise: Use of marginal and local materials in road construction

7 Hrs

Unit - VI :

Highway drainage system

Surface and sub-surface drainage system for road pavements, functions and basic design principles.

Highway economics and financing

Highway user benefits - VOC using charts only- highway costs- Economic analysis by annual cost method and benefit cast ratio method, NPV & IRR methods. Numerical problems on above,

Highway maintenance

Pavements failure, types, causes and remedies, Maintenance of highways.

Self Learning Exercise: Highway financing, BOT, BOOT and annuity Concepts.

7 Hrs

TEXT BOOK:

1. Khanna S.K. and Justo C.E.GNem Chand and Bros, “Highway Engineering”, Roorkee. – 2003.

REFERENCE BOOKS:

1. Relevant IRC Codes

2. MORT & H “Specifications for Roads and Bridges”, New Delhi. – 2001.

58

3. Kadiyali L.R, “Highway Engineering”, Khanna Publishers, New Delhi – 2003.

4. Subramanian K.P., “Transportation Engineering 1”, Scitech Publishers, Chennai – 2003.

5. William Hay, “Introduction to Transportation Engineering”, McGraw Hill Publishers Company – 1979- 09.

6. Kadiyali, L. R. “Traffic Engineering and Transport Planning” , Khanna Publishers, New Delhi – 2003.

Lab component

1. Test on aggregates

Abrasion Test

Impact Test

Crushing Test

2. Shape Tests

Flakiness Index

Elongation Index

Angularity Index

3. Tests on Bituminous Materials

Ductility

Softening Point

Flash and Fire Point

Specific gravity

Penetration Test

Viscosity

4. Marshall Stability Test

5. CBR Test on subgrade soil samples

59

REFERENCE BOOKS:

1. Khanna, S.K. and Justo, C.E.G. “Highway Material

Testing”, Nemi Chand and Bros, Roorkee – 2008.

2. Relevant IRC Codes.

60

CAD LAB (0:0:3)

Sub Code : CV0102 Hrs/week : 3

COURSE OUTCOME


1. Use fundamentals of AUTOCAD;

2. Prepare plan and elevation of various Civil Engg. Entities using AUTOCAD.

3. Prepare structural drawings related to Civil Engineering projects;

4. Produce three dimensional drawings

Introduction to AUTOCAD

AUTOCAD screen, Setting the options, Menu commands, Opening a drawing, Drawing tools, Editing tools, Creating drawings using wizards, Dimensioning, Text in AUTOCAD, Layers concept, Blocks, Hatching, Working with Multiple drawings, Drawing 2D objects using above tools.

Drawing Components Of Building

Drawing following components of building using AUTOCAD tools - Masonry foundations, Doors and Windows, Staircases, Trusses

Building Drawing Using AUTOCAD

Drawing plans of buildings using drawing tools, creating openings in plans using modify tools, creating and inserting blocks of doors and windows, Inserting text and dimensions, Drawing elevation and sections, Creating sanction drawing. Preparation of working drawings of single storey and double storey residential buildings.

Structural Drawings Using AUTOCAD

Preparation of column lay out and excavation drawings, footing, Lintel and Chejja, beams and slabs of framed structures.

61

Three Dimensional Drawings Using AUTOCAD

Co-ordinate systems, creating 3D objects, View ports, drawing isometric view of standard objects, Preparation of perspective views of buildings using given plan and elevations.

REFERENCE BOOKS:

1. Roberts JT , “Introduction to AUTOCAD 2006” - , BPB publications

2. George Omura, “Mastering AUTOCAD 2006”, BPB Publications

3. Ramesh Bangia, “Learning AUTOCAD 2005”, Khanna Book Publishing Co.

4. Sham Tickoo, “Understanding AUTOCAD 2004 A beginner’s Guide”, Wiley Dreamtech India Pvt Ltd.,

62

SURVEY PROJECT (0:0:6)

Sub Code : CV0307 Hrs/week : 6

COURSE OUTCOME

By the end of this course, students will be able to:

1. Carry out survey work covering a large area.

2. Make significant survey decisions on survey works whenever necessary especially when facing problems at sites.

3. Prepare topographic map of a area using data procured from total station

4. To carry out alignment surveys and compute area/quantities

Unit I:

Introduction

Extensive survey camp for a period of 9 days is to be conducted for both the projects during the semester break between odd & even semester. The drawings & other calculations have to be prepared during the period of 6

th semester

Unit II:

Preparation of Topographic Map

Reconnaissance, establishment of control points, computation/ determination of coordinates of stations, surveying the details using total station, data transfer and map compilation using appropriate software.

Area selected should be such that important features such as agriculture land, orchards, roads, water bodies etc. exist. Students shall submit a map (with appropriate symbols and colours) of the area showing topographic features.

Unit III:

Highway Project

Reconnaissance, initial alignment, detailed survey for two alignments, longitudinal and cross section survey, soil

63

investigations, geometric design, design of horizontal and vertical curves, selection of alignment, preparation of report with all relevant drawings.

Unit IV:

Water supply project

Identification of water source, location of intake, block leveling for water treatment plant, profile leveling for raising main, block leveling for ground level reservoir, profile leveling for main supply line, surveying for distribution system.

64

ELECTIVE

MATRIX METHODS OF STRUCTURAL ANALYSIS (3:0:0)




COURSE OUTCOME


1. Use element approach of stiffness method to analyze beams, trusses and frames;

2. Use direct stiffness method to analyze beams, trusses and frames;

Unit- I :

Element Approach of Stiffness Method

Introduction, Analysis of regular trusses and trusses by element approach of stiffness method.

Self Learning Exercise: Cantilever 6 Hrs

Unit – II:

Analysis of simply supported beams, continuous beams and beams by element approach of stiffness method.

Self Learning Exercise: Cantilever

6 Hrs

Unit – III:

Development of stiffness matrix for frames, Analysis of frames by element approach of stiffness method.

Self Learning Exercise: Cantilever

8 Hrs

65

Direct Stiffness Method

Unit - IV:

Introduction, Analysis of regular and cantilever trusses by direct stiffness method,

10 Hrs

Unit- V :

Analysis of simply supported beams, continuums beams and cantilever beams by direct stiffness method.

4 Hrs

Unit – VI:

Analysis of single bay portal frames and multiple bay portal frames by direct stiffness method.

8 Hrs

Note: Problems with indeterminacy less than or equal to three to be considered.

TEXT BOOK:

1. Pandith, Gupta and Gupta, “Theory of Structures Vol 2 ”, Tata McGraw Hill – 2000- 08

REFERENCE BOOKS:

1. J.M.Gare and W.Weaver Jr., “Analysis of Framed structures”, Van Nostrand – 2004.

2. Mukhopadyay, and AH Sheikh, “Matrix and Finite element Analysis of structures”, Ane Books – 2011.

3. C.S.Reddy, “Basic Structural Analysis”, 2nd

edition, Tata McGraw Hill - 1996,

4. GS Pandit and SP Gupta, “Structural Analysis, A matrix approach” -, Tata McGraw-Hill – 2008.

5. Rajashekharan S and Sankarasubramanian, “Computat-ional structural Mechanics”-, PHI – 2009.

6. Dr. A.S.Meghre, S.K. Deshmukh, “Matrix Method of Structural Analysis”, Charotar Publishing House – 2003.

66

ELECTIVE

FIRE RESISTANCE OF STRUCTURES (3:0:0)

Sub Code : CV508 CIE: 50% Marks

Hrs/week : 3 +0+0 SEE: 50% Marks

SEE : 3 Hrs Max. Marks : 100

COURSE OUTCOME


1. Interpret the intentions of code requirements for fire

safety.

2. Understand the concepts of fire severity and fire resistance

3. Design steel, concrete or timber structures to resist fire exposure

Unit- I: FIRE SAFETY IN BUILDINGS

Fire safety objectives, Life safety, Property protection, Environmental protection. Fire resistance, Objectives for fire resistance, Fire design time, trade-offs.

Self Learning Exercise: Reparability and reservices ability. 5 hours

Unit – II: FIRE SPREAD

Controlling fire spread fire spread within room of origin, Fire spread to adjacent rooms, Fire spread to other storeys, Fire spread to other buildings. Building construction for fire safety, Fire following earthquake, Fire during construction and alterations,

Self Learning Exercise: Assessment and repair of fire damage.

5 hours

Unit- III: FIRE AND HEAT

Fuels, Materials, Calorific value, Fire load

Self Learning Exercise: Heat release rate. 4 hours

67

Unit-IV: ROOM FIRES

Pre-flashover fires, burning items in room, Room fires, Pre-flashover fire calculations, Flash over.

Self Learning Exercise: Conditions necessary for flashover.

8 hours

Unit- V: FIRE RESISTANCE

Fire resistance tests, Standards, Test equipment, Failure criteria, Standard of construction. Approved Fire-resistance ratings, Listings, Expert opinion. Fire resistance by calculation, Fire model, Heat transfer model, Structural model. Fire resistance of assemblies, Walls, Floors.

Self Learning Exercise: Beams, Columns.

10 hours

Unit- VI: DESIGN OF STRUCTURES EXPOSED TO FIRE

Structural design at normal temperatures, Loads, structural analysis, Design format, Material properties, Probability of failure. Structural design in fire conditions, Design equation, loads for fire design, Structural analysis for fire design, Computer calculations. Material properties in fire, Testing regimes, Components of strain. Design of individual members exposed to fire, Tension members, Compression members, Beams. Design of structural assemblies exposed to fire, Frames, Redundancy, Disproportionate collapse, Continuity, Plastic design,

Self Learning Exercise: Axial restraint, After-fire stability.

10 hours

TEXT BOOK:

1. Andrew H. Buchanan, “Structural Design for Fire

Safety” John Wiley & Sons. Ltd

REFERNCE BOOKS:

1. V. K. Jain “Fire Safety in Buildings”, New age international publishers.

2. U.S Bendev Etal, “Fire Resistance of Buildings”, Amerind Publishing Co. Pvt. Ltd

68

3. Andrew H. Buchman. “Structural design for fire safety, comprehensive overview of the fire resistance of building structures”, John Wiley and sons.

4. John A. Purkiss, “Fire Safety Engineering Design of structures”, Butterworth Heinemann.

preface - national institute of engineering preface dear students, from the academic year 2014-15...

Documents