V VISem Civil Revised Syllabus

8/2/2019 V VISem Civil Revised Syllabus

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CV / TR 51: STRUCTURAL ANALYSIS II

Hours/week: 4 IA marks : 25

Exam Hrs : 3 Exam Marks : 100

1. REDUNDANT TRUSSES1.1 Introduction1.2 Analysis of statically indeterminate structures using strain energy method

1.3 Analysis of trusses Redundant up to second degree

1.4 Lack of fit in member of indeterminate truss1.5 Temperature stress in redundant trusses

06 hrs

2 SLOPE DEFLECTION METHOD

2.1 Introduction

2.2 Sign convention

2.3 Development of slope deflection equations2.4 Analysis of continuous beams

2.5 Analysis of orthogonal frame s 10 hrs

3. MOMENT DISTRIBUTION METHOD3.1 Introduction

3.2 Definition of terms

3.3 Development of method3.4 Analysis of continuous beams

3.5 Analysis of orthogonal frames 10 hrs

4. KANIS METHOD

4.1 Introduction

4.2 Basic concept4.3 Analysis of continuous beams

4.4 Analysis of frames with no lateral translation of joints

4.5 Analysis of symmetrical frames10 hrs

5. MATRIX METHOD OF ANALYSIS

5.1 Introduction

5.2 Axes and Coordinates5.3 Flexibility matrix

5.4 Stiffness matrix

5.5 Relation between flexibility and stiffness matrices5.6 System approach of flexibility method for analysis of continuous beams and simple

orthogonal frames

5.7 System approach of stiffness method for analysis of continuous beams and simpleorthogonal frames. 14 hrs

(kinamatic indeterminacy 3)

(static indeterminacy 3)


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Text Books:

1. Reddy C S, Basic Structural Analysis, Second edition, Tata McGraw HillPublication Company Ltd.,

2. S P Gupta, G S Pandit and R Gupta, Theory of Structures Vol. 2, Tata McGrawHill Publication Company Ltd.,

References

1. J Sterling Kinney, Indeterminate structural Analysis, Oxford & IBH publishing Co.,.

2. Noris C.H., Wilbur J.B., Elementary Structural Analysis, McGraw Hill International

Book Edition

3. Ashok K. Jain, Advanced structural Analysis, Nem Chand & Bros, Roorkee, India.4. D. S. Prakash Rao Structural Analysis, A unified approach, University Press.

5. C.K. Wang, Intermediate Structural Analysis McGraw Hill Publications.

Scheme of examination:Student has to answer 5 questions out of 8 questions

Question to be set:

Chapter 1 - 1 question

Chapter 2, 3, and 4 - 5 questionsChapter 5 - 2 questions


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CV /TR 52: DESIGN OF STRUCTURES - R.C.CHours/week: 4 IA marks : 25


1. GENERAL FEATURES OF REINFORCED CONCRETE:1.1. Introduction1.2. Design loads

1.3. Materials for reinforced concrete

1.4. Code requirements of reinforcements.1.5. Elastic theory of RC sections.

1.6. Moment of resistance of section.

1.7. Balanced, under reinforced and over reinforced section. 04 hrs

2. PRINCIPLES OF LIMIT STATE DESIGN AND ULTIMATE STRENGTH OF

RC SECTION:

2.1. Philosophy of limit state design2.2. Principles of limit states

2.3. Factor of safety

2.4. Characteristic and design loads2.5. Characteristic and design strength

2.6. General aspects of ultimate strength

2.7. Stress block parameters for limit state of collapse

2.8. Ultimate flexural strength of rectangular sections2.9. Ultimate flexural strength of flanged sections

2.10. Ultimate flexural strength of doubly reinforced sections

2.11. Ultimate shear strength of RC sections2.12. Ultimate torsional strength of RC sections

2.13. Concepts of development length and anchorage.

2.14. Analysis examples for rectangular sections, flanged sections, doubly reinforcedsections, shear strength and development length. 09 hrs

3. SERVICEABILITY LIMIT STATES:

3.1. General aspects

3.2. Deflection limits in IS: 456-2000

3.3. Calculation of deflection (Theoretical method)

3.4. Cracking in structural concrete members3.5. Calculation of deflections and crack width 04 hrs

4. DESIGN OF BEAMS:4.1. Practical requirements of an RCC beam

4.2. Size of the beam

4.3. Cover to the reinforcement4.4. Spacing of bars

4.5. Design procedure

4.5.1. Critical sections for moments and shear4.5.2. Anchorage of bars: check for development length


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4.5.3. Reinforcement requirements

4.5.4. Slenderness limits for beams to ensure lateral stability

4.6. Design examples for simply supported beams and cantilever beams (rectangularand flanged sections). 10 hrs

5. DESIGN OF SLABS:

5.1. Introduction

5.2. General consideration of design of slabs

5.3. Rectangular slabs spanning in one direction5.4. Rectangular slabs spanning in two directions for various boundary conditions.

5.5. Design of simply supported slabs, cantilever slabs and continuous slabs. 08 hrs

6. DESIGN OF COLUMNS:

6.1. General aspects

6.2. Effective length

6.3. Loads on columns6.4. Slenderness limits for columns

6.5. Minimum eccentricity6.6. Design of short axially loaded columns

6.7. Design of column subject to combined axial load and uniaxial moment using SP16.05 hrs

7. DESIGN OF FOOTINGS:

7.1. Introduction

7.2. Load for foundation

7.3. Design basis (limit state method)7.4. Design of isolated rectangular footing for axial load and uniaxial moment.

7.5. Design of pedestal. 06 hrs

8. DESIGN OF STAIR CASE:

8.1. General features

8.2. Types of stair case

8.3. Loads on stair cases8.4. Effective span as per IS codal provisions

8.5. Distribution of loading on stairs

8.6. Design of stair cases. 04 hrs

Text Books

1. N. Krishna Raju, Design of Reinforced Concrete Structures (IS: 456-2000), 3rd

Edition, CBS Publishers and Distributors, New Delhi.2. P.C. Varghese, Limit State Design of Reinforced Concrete, Prentice Hall of

India, New Delhi.


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Reference

1. Unnikrishnan and Devadas Menon, "Design of reinforced concrete structures," PHI,

New Delhi

2. Karve S.R. and Shah V.L, Limit state theory and design of reinforced concrete,

Vidyarthi prakashan, Pune.3. A.K. Jain, "Limit state method of design," Nemichand and Bros, Roorisee

4. Park and Paulay," Reinforced concrete." John Wiley & Sons

5. Kong and Evans, "Reinforced and prestressed concrete," ELBS, London6. H.J. Shah, Reinforced concrete Vol. 1, Charotor Publishing House, Anand.

7. IS: 456-2000, SP-24, SP-16.

(Note: Use of IS: 456-2000 is permitted and SP-16 to be used in design of columns only)

Scheme of Examination: Student has to answer five questions out of eight.

Question to be set:Chapter 1 1 question

Chapter 2 1 questionChapter 3 and 4 2 questions

Chapter 5 1 question

Chapter 6 1 questionChapter 7 1 question

Chapter 8 1 question


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CV/TR/EV 53: GEOTECHNICAL ENGINEERING-I

Hours/Week: 4 I.A. Marks: 25

Exam Hours: 3 Exam Marks: 100

1. INTRODUCTION1.1 Definition, origin and formation of soil

1.2 Phase Diagram; Voids ratio, Porosity, Percentage Air voids, Air content, Degree of

saturation, Moisture content, Specific gravity, Bulk density, Dry density, Saturateddensity, Submerged density inter relationships.

1.3 Field identification of soils. 06 Hrs

2. INDEX PROPERTIES OF SOILS AND THEIR DETERMINATION

2.1 Index properties of soils Specific gravity, water content, particle size distribution,

consistency limits and indices, in situ density, and density index.

2.2 Laboratory determination of index properties of soils: Specific gravity by

pycnometer / density bottle method, particle size distribution Sieve analysis andSedimentation analysis (Hydrometer analysis only), Liquid limit Casagrande and

cone penetration methods, Plastic limit and shrinkage limit determination.06 Hrs

3. CLASSIFICATION OF SOILS

3.1 Particle size classification MIT classification and IS classification; Texturalclassification.

3.2 Unified soil classification and IS classification plasticity chart and its

importance. 03 Hrs

4. CLAY MINERALOGY AND SOIL STRUCTURE

4.1 Single grained, honey combed, flocculent and dispersed structures

4.2 Valence bonds4.3 Soil-water system: Electrical diffuse double layer, adsorbed water, base-exchange

capacity.

4.4 Common clay minerals in soils and their structures kaolinite, illite andmontmorillonite. 06 Hrs

5. FLOW OF WATER THROUGH SOILS

5.1 Darcys law assumptions and validity; coefficient of permeability and itsdetermination (laboratory and field)

5.2 Factors affecting permeability

5.3 Permeability of stratified soils5.4 Seepage velocity, Superficial velocity and coefficient of percolation

5.5 Effective stress concept total pressure and effective stress, quick sand

phenomenon.5.6 Capillary phenomenon. 07 Hrs


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6. COMPACTION OF SOILS

6.1 Definition; Standard and Modified Proctors compaction tests6.2 Factors affecting compaction; Effect of compaction on soil properties.

6.3 Field compaction methods Rollers and vibrators; Field compaction control

Procters needle. 04 Hrs

7. CONSOLIDATION OF SOILS

7.1 Definition, Mass spring analogy7.2 Terzaghis one dimensional consolidation theory assumptions and limitations

(No derivations)

7.3 Normally consolidated, under consolidated and over consolidated soils; Pre-

consolidation pressure and its determination by Casagrandes method and log-logmethod.

7.4 Laboratory one dimensional consolidation test; Determination of consolidation

characteristics of soils compression index, and co-efficient of consolidation;

Determination of co-efficient of consolidation by square root of time fittingmethod, logarithmic time fitting method and rectangular hyperbola method.

09 Hrs

8. SHEAR STRENGTH OF SOIL

8.1 Concept of shear strength8.2 Mohrs strength theory, Mohr Coulomb theory

8.3 Measurement of shear parameters- Direct shear test, unconfined compression test,

triaxial compression test and vane shear test; Tests under different drainage

conditions, conventional and modified failure envelops.8.4 Total and effective shear strength parameters.

8.5 Factors affecting shear strength of soils; Sensitivity and thixotropy in soils.

09 Hrs

References

1. Alam Singh and Chowdhary G.R. (1994), Soil Engineering in Theory and Practice,CBS Publishers and Distributors Ltd., New Delhi.

2. Bowles, J.E. (1996), Foundation Analysis and Designs, 5th Edition, McGraw Hill

Publishing Co., New York.

3. Murthy, V.N.S. (1996), Soil Mechanics and Foundation Engineering, 4th Edition,UBS Publishers and Distributors, New Delhi.

4. Punmia, B.C. (2003), Soil Mechanics and Foundations, Laxmi Publishing Co., New

Delhi.5. Gopal Ranjan and Rao, A.S.R. (2000), Basic and Applied Soil Mechanics, New Age

International (P) Ltd., New Delhi.

6. Narasimha Rao A.V., and Venkatramaiah C. (2000), Geotechnical Engineering,University press (India) Ltd., Hyderabad.

Scheme of Examination: Students have to answer five questions out of eight questions.

The questions shall include numerical problems wherever possible.


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CV\TR\EV 54: HYDROLOGY AND WATER RESOURCES ENGINEERING



1. INTRODUCTION: 1.1. Introduction and practical application of Hydrology andWater Resources. 1.2. Hydrologic cycle (Hortons Qualitative Representation).1.3. Concept of catchment and Water budget equation.

03 Hrs

2. PRECIPITATION: 2.1. Definition and forms of precipitation. 2.2. Types ofprecipitation seasons in India. 2.3. Measurement of precipitation - Non recording and

recording type rain gauges. 2.4. Computation of average depth of precipitation over an

area. 2.5. Estimation of missing precipitation record. 2.6. Mass curve and consistency

of rainfall data. 2.7. Rain gauge networks optimum number of rain gauges.06 Hrs

3. WATER LOSSES: 3.1. Infiltration Definition, process, factors affectinginfiltration. 3.2. Measurement of infiltration (Double ring infiltrometer).

3.3. Hortons infiltration curves. 3.4. Infiltration indices. 3.5. Evaporation Definition, process, factors affecting evaporation. 3.6.Measurement of Evaporation by IS pan. 3.7. Evapo-transportation Definition PET and AET, Factors affecting

evapo-transpiration. 3.8. Estimation of Evapo-transportation. Blaney - Criddle

equation. 10 Hrs

4. RUNOFF: 4.1. Components. 4.2. Factors affecting runoff. 4.3. Basin yield.

4.4. Rainfall - runoff' relationship using simple regression analysis. 4.5. Computation

of maximum flood discharge - Dicken's, 'Ryve's and rational formulae. 08 Hrs

5. STREAM GAUGING: 5.1. Introduction, Measurement of stage and velocity (current

meters and float). 5.2. Area velocity method (Mid and mean section method). 5.3.Slope-area method (Mannings equation). 5.4. Simple stage-discharge curve.

04 Hrs

6. HYDROGRAPH THEORY: 6.1. Components of hydrograph. 6.2. Separation of

base flow. 6.3. Unit hydrograph theory. 6.4. Derivation and application of unit

hydrograph. 6.5. Computation of unit hydrographs ordinates of different durations. 6.6.

S-Curve and its use. 07 Hrs

7. GROUND WATER HYDROLOGY AND WELL HYDRAULICS: 7.1. Scope and

importance of ground water hydrology. 7.2. Occurrence of ground water. 7.3.Definitions: aquifers, aquitard, aquifuge, aquiclude, perched aquifer. 7.4.

Aquifer parameters. 7.5. Darcy's law and its validity. 7.6. Steady radial flow into a

well in confined and unconfined aquifers. 7.7. Safe yield, yield of an open well. 7.8.Pumping test and recuperation test. 08 Hrs


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8. WATER RESOURCES: 8.1. Water wealth of India. 8.2. River basins and their

potential. 8.3. Importance of water resources projects in the country. 8.4. Water

resources of Karnataka - surface & ground water. 8.5. Water resources development inKarnataka. 04 Hrs

9.1. Rain water harvesting. 9.2. Water reuse. 9.3. Ground water recharge. 02 Hr

References

1. Subramanya K. . Engineering Hydrology, Tata Mc Graw Hill, New Delhi2. Jayarami Reddy P : A text book of Hydrology, Lakshmi Publications, Delhi

3. R.K. Sharma and Sharma Hydrology and Water Resource Engineering.

4. Mutreja. K. M : Engineering Hydrology

5. H.M.Raghunath : Hydrology, Wiley Eastern Publication6. Linsley, Kohler and Paulhus: Applied Hydrology, Mc Graw Hill, New Delhi

7. Ven Tee Chow Handbook of applied hydrology

8. Garg.S.K.: Hydrology and water resources engineering, Khanna Publications

9. [email protected]

mailto:[email protected]:[email protected]


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CV 55: TRANSPORTATION ENGINEERING I

Hours/week : 4 IA Marks: 25

Exam Hrs. : 3 Exam Marks : 100

1. INTRDUCTION: Importance of transportation Modes Characteristics

Comparison of different modes. Jayakar Committee recommendation andimplementation. Road development in India 3rd 20 year plan and problems. Present

Scenerio of road development in India. 04 hrs

2. HIGHWAY PLANNING AND ALIGNMENT: Road patterns, Planning surveys Master plan saturation system of road planning factors affecting alignment ideal

alignment surveys for New and realignment projects. (As per IRC) Problem on

phasing.

3. DESIGN PRINCIPLES: (No derivation of formulae)

a) Highway geometric design: Importance Cross sectional elements Width

of carriage way Camber Shoulder width Design speed Sight distances

Design of Horizontal and vertical alignment Problems on above. 07 Hrs.

b) Pavement Design: Types of Pavements Design factors Determination ofESWL and EWL factors and problems IRC method of flexible pavement design

based on CSA method Stresses in Regid pavement and design as per IRC only.(Excluding design of joints) 07 Hrs.

c) Traffic Engineering: Importance and objects of volume, speed and capacity

studies PCU concepts (No problems to be asked) 03 Hrs4. PAVEMENT MATERIALS AND CONSTRUCTION: Properties and requirements

of subgrade soils HRB and unified soil classification Tests on soils (CBR and plate

load tests). Properties and requirements of road aggregates, Bitumen Tar Emulsion

Cutback. (Tests on aggregates and bitumen not included). Construction procedureand specifications for Water Bound Macadam Bituminous roads and cement concrete

roads. 12 Hrs

5. HIGHWAY ECONOMICS AND FINANCING: Highway user benefits VOCusing charts only Highway costs Economic analysis by annual cost method and

benefit cost ratio method. Highway financing BOT and BOOT concepts. 06 Hrs

6. HIGHWAY DRAINAGE: Significance and requirements. Design of Hydraulic andHydrologic aspect of drains problem (No subsurface drainage) 03 Hrs

7. INTRODUCTION TO BRIDGES: Selection of sites Types of Bridges

Components and functions. 03 Hrs

(All Units Preferably in SI only)

Text Books: Khanna S.K. and Justo C E G Highway Engineering Namechand and Bros

Roorkee (2003).

References

1. Kadiyali L.R. Highway Engineering Khanna Publishers New Delhi.2. Relevant IRC codes

3. Transportation EngineeringI K.P. Subramanyam , Scitech Publications, Chennai.

4. Principles of Transportation Engineering Partha Chakra Borthy.

5. Hand book for Roads and Bridges MOST New Delhi (Published by IRC).


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CV 56: ENVIRONMENTAL ENGINEERING -I



1. INTRODUCTION: Human activities and environmental pollution. Requirement ofwater for various beneficial uses. Need for protected water supply.02 hrs

2. DEMAND OF WATER: Types of water demands domestic demand in detail,

institutional and commercial, public uses, fire demand.Percapita consumption - factors affecting Percapita 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 thedesign period 06 hrs

3. QUALITY OF WATER: Objectives of water quality management. Concept of safewater wholesomeness and palatability and potable, water born 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. Sampling of water for

examination. 06 hrs

4. SOURCES: surface and subsurface sources - suitability with regard to quality and

quantity. 03 hrs

5. COLLECTION AND CONVEYANCE OF WATER: Intake structures - different

types of intakes; factor of 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; Nomograms - use; Pipe

appurtenances. 06 hrs

6. WATER TREATMENT: Objectives - Treatment of flow chart. 02 hrs

Aeration - Principles, types of aerators. 02 hrs

Sedimentation - theory, settling tanks, types, design 02 hrs

Aided sedimentation- with coagulants, dosages, chemical feeding, flash mixing,flocculators-design of all units 03 hrs

Filtration - mechanism - theory of filtration, types of filters, slow sand, rapid sand and

pressure filters including construction, operation, cleaning and their design - excludingunder drainage system - back washing of filters. 04 hrs

Disinfection - Theory of disinfection, methods of disinfection, Chlorination, chlorine

demand, residual chlorine, use of bleaching powderPackage treatment - treatment of swimming pool water 04 hrs

Softening - definition, methods of removal of hardness by lime soda process and zeolite

process.


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Miscellaneous treatment : Removal of colour, odour, taste with methods like aeration,

use of copper sulfate, activated carbon treatment, oxidizing organic matters, removal of

iron and manganese, fluoridation and defuoridation. 04 hrs7. Methods of Distribution systems - system of supply, service reservoirs and their

capacity determination, methods of layout distribution 03 hrs

8. Miscellaneous - pipe appurtenances, various valves, type of fire hydrants, pipe fittings,location of water supply pipes in buildings 02 hrs

Note: In the examination EIGHT questions shall be set covering all the chapters mentionedabove, out of which students should answer FIVE full questions

Problems must be in a SI units.

One question each shall be for 6 hours of teaching

Text Books:

1. Water supply Engineeering - S.K.Garg, Khanna Publishers

2. Environmental Engineering I - BCPunmia and Ashok Jain3. Manual on Water supply and treatment - CPHEEO, Ministry of Urban

Development, New Delhi

References:

1. Water and Wastewater Engineering Vol-I - Fair, Gayer and Okun, Willey

publishers, New York2. Water Technology Hammer and Hammer.

3. Environmental Engineering - Howard S. Peavy, Donald R. Rowe, George Techno

Bano Glous, McGraw Hill International Edition.


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CV 57: HYDRAULICS AND HYDRAULIC MACHINERY LAB



1. Calibration of triangular, rectangular and trapezoidal notches (Any two).

2. Calibration of broad crested weir.

3. Calibration of venturi flume

4. Calibration of venturi meter

5. Determination of friction losses in pipe

6. Determination of minor, losses in pipe (Bend, sudden contraction, Sudden expansion).

7. Determination of hydraulic coefficients for orifices and mouthpieces (External

cylindrical).

8. Impact of jets on vanes (Flat, Hemispherical & conical)

9. Tests on single stage and multistage centrifugal pumps (Constant speed)

10. Performance test on an impulse turbine

11. Performance test on a Reaction turbine

Scheme of Examination: Anyone of the above exercise is to be conducted in the

examination by the student.


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CV 58: COMPUTER AIDED DESIGN LABORATORY

Hours/Week: 3 I.A. Marks:25

Exam Hours: 3 Exam Marks :100

(3 lab + 1 instruction hour per week)

1. Writing the programs to find SF and BM and to draw BMD and SFD for the followingcases due to combination of point load and UDL using C-Graphics.

i) Cantilever beam

ii) Simply supported beamiii) Propped cantilever

iv) Fixed beam.

2. Design of a singly/doubly reinforced RCC beams by limit state method using Cprogramme.

3. Use of commercial software packages like NISA / STAAD / ANSYS / NASTRAN /

GTSTUDAL / STRAPP/FEAST for analysis of beams and frames.

4. Use of Spread Sheet (Excel) fora) Design of horizontal and vertical alignment

b) Design of super elevation

c) Computation of Earthworkd) Balancing of closed traverse using transit rule

e) Water hammer analysis

f) Head over Ogee weir

g) Verification of stability of damsh) Most economical section.

Scheme of Examination: Candidate shall answer one question from section 1 and 2 & onequestion form section 3 and 4.

Marks Weightage:

25 marks for question 1 & 2

15 marks for question 3 & 4

10 marks for viva voce


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CV 61: DESIGN AND DRAWING OF RC STRUCTURES

Hours/week: 2+3 IA marks : 25


PART A

(Drawing to be prepared for given structural detailsincluding bar bending schedule)

1. Layout Drawing: General layout of building showing, positions of columns, footings,

beams, and slabs with notations and abbreviations.2. Beam and Slab system, continuous beam

3. Staircases: Dog legged and open newel

4. Column footing: column and footing (square and rectangular)

16 hrs

PART - B

(Design and Drawing of the following)

5. Simple Portal Frames (single bay, single storey)

6. Circular and Rectangular water tanks resting on ground, using IS: 3370 (part IV) only7. Cantiliver and Counterfort retaining walls. (without surcharge)

8. Combined Footing (rectangular), slab and beam type

32 hrs

Note: All designs except that of water tanks shall be with limit state method only

using SP 16

References

1. Krishnamurthy Structural Design and Drawing, (Concrete Structures) CBS,

publishers , New Delhi2. B C Punmia Reinforced Concrete Structures Vol-1 & 2 Laxmi Publication Pvt.

Ltd.,

3. N Krishnaraju Design of RCC Structures CBS publishers, New Delhi4. N Krishnaraju Structural Design and Drawing, Revised Edition, University

press, Hyderabad, New Edition.

5. SP-34, SP-16, IS: 456, IS:3370 and IS: 875.


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CV 62: GEOTECHNICAL ENGINEERING - II

Hours/Week 4 I.A. Marks:25

Exam Hours:3 Exam Marks :100

1. SUBSURFACE EXPLORATION1.1. Importance, Exploration program

1.2 Methods of exploration: Boring, Sounding Tests, Geophysical methods

Electrical resistivity and Seismic refraction methods.1.3 Types of samples Undisturbed, Disturbed and representative samples.

1.4 Samplers, Sample disturbance, Area ratio, Recovery ratio, Clearance.

1.5 Stabilisation of bore holes.

1.6 Typical boring log.1.7 Number and depth of borings for buildings and dams.

1.8 Determination of ground water level by Hvorselev method (Raising water level

method)

1.9 Control of ground water during excavation: Dewatering Ditches and sumps,Well point system, Shallow well system, Deep well system, Vacuum method,

Electro Osmosis method. . 08 Hrs

2. STRESSES IN SOIL

2.1 Boussinesqs and Westergards theories for concentrated, circular, rectangular, lineand strip loads.

2.2 Newmarks chart.

2.3 Pressure bulb.

2.4 Contact pressure. 06 Hrs

3. FLOWNETS

3.1 Laplace equation, Characteristics and uses of flownets, Methods of drawingflownets for Dams and sheet piles.

3.2 Estimating quantity of Seepage and Exit gradient.

3.3 Determination of phreatic line in earth dams with and without filter.

06 Hrs

4 LATERAL EARTH PRESSURE

4.1 Active and Passive Earth pressures, Earth pressure at rest, Earth pressurecoefficients and their range.

4.2 Earth pressure theories Rankines and Coulombs assumptions and limitations.

4.3 Graphical solutions for active earth pressure (cohesion less soils only) Culmannsand Rebhans methods.

4.4 Lateral earth pressure in cohesive and cohesion less soils, Earth pressure

distribution. 10 Hrs


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5. STABILITY OF EARTH SLOPES

5.1 Types of slopes, Causes and types of failure of slopes.

5.2 Definition of factor of safety.5.3 Stability of finite and infinite slopes Method of slices, Friction Circle method,

Fellineous method.

5.4 Taylors stability number. 08 Hrs

6. BEARING CAPACITY

6.1 Definitions of ultimate, net and safe bearing capacities, Allowable bearingpressure.

6.2 Terzaghis and Brinch Hansens bearing capacity equations assumptions and

limitations.

6.3 Bearing capacity of footings subjected to eccentric loading.6.4 Effect of ground water table on bearing capacity.

6.5 Plate load test, Standard penetration test, Cone penetration test. 08 Hrs

7. FOUNDATION SETTLEMENT7.1 Concept, Immediate, Consolidation and Secondary settlements (no derivations),

Tolerance.7.2 BIS specifications for total and differential settlements of footings and rafts.

04 Hrs

References

1. Alam Singh and Chowdhary G.R. (1994), Soil Engineering in Theory and Practice,

CBS Publishers and Distributors Ltd., New Delhi.

2. Bowles, J.E. (1996), Foundation Analysis and Designs, 5th Edition, McGraw HillPublishing Co., New York.

3. Murthy, V.N.S. (1996), Soil Mechanics and Foundation Engineering, 4th Edition,

UBS Publishers and Distributors, New Delhi.4. Punmia, B.C. (2003), Soil Mechanics and Foundations, Laxmi Publishing Co., New

Delhi.

5. Gopal Ranjan and Rao, A.S.R. (2000), Basic and Applied Soil Mechanics, New AgeInternational (P) Ltd., New Delhi.

6. Narasimha Rao A.V., and Venkatramaiah C. (2000), Geotechnical Engineering,

University press (India) Ltd., Hyderabad.

Scheme of Examination: Students have to answer five questions out of eight questions.

The questions shall include numerical problems wherever possible.


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CV 63: TRANSPORTATION ENGINEERING - II



PART - A (Railway Engineering)

1. RAILWAYS: Role of railways in transportation - Selection of routes. 02 hrs

2. Permanent way - Gauges in railways - railway track, cross-sections, coning of wheels,

rails, rail sections, ballast, sleepers, Wear on rails, rail joints, welding of rails, creep of

rails, rail fixtures, calculation of quantity of materials needed for laying of tracks,Traction and tractive resistances, tractive power, Hauling capacity. Problems on above

15 hrs

3. Geometric design of track - grade, ruling grade, minimum Gradient, pusher grade,speed of train, super elevation, cant-deficiency, negative cant- speed calculation based

on IR Formulae for High speed tracks only-Problems on above 08 hrs

4. Points and Crossing turnout, design of turnout, Stations and Yards, signaling andinterlocking, track defects, track maintenance, level crossing, Indian Railway standards

(No derivations), only relevant problems. 10 hrs

PART - B (Airport Engineering)

5. Airport Planning: Aircraft Characteristics Airport Classifications, - Site Selection -

Regional Planning 05 hrs

6. Runway Design-Analysis of Wind data-Determination of the best orientation of the

Runway configurations Basic Length of the runway - Corrections to runway lengthby ICAO and FAA specification Run way Cross Sections - Problems on above

06 hrs

7. TAXIWAY DESIGN: Factors affecting the layout of the Taxiway-Geometrics of

Taxiway- Design of Exit Taxiways- ICAO Specifications. Problems on above.

04 hrs8. VISUAL AIDS: Airport Marking Lightings ILS. 02 Hrs

Text Books:

1. Saxena and Arora, "Railway Engineering", Dhanpat Rai and Sons, New Delhi.2. Agarwal MM, "Indian Railw.aY Track", Jaico Publications, Bombay.

3. Khanna, Arora and Jain - Airport Planning and Design- Nemchand Roorkee

Reference

1. Mundrey J S - Railway Track Engineering - Tata McGraw Hill Publications, New

Delhi.

2. Horenjeff-Planning Design of Airports-McGraw Hill Publications, New Delhi.


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Scheme of Examination: Total Eight questions to be set in which 5 from Part-A, Three

from Part-B to be given. Students required to answer Three from Part-A and Two from

Part-B.


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CV 64: IRRIGATION ENGINEERING & HYDRAULIC STRUCTURES



PART - A Irrigation Engg.

1. INTRODUCTION: 1.1. Definition, benefits, illeffects and scope of irrigation.1.2. Source of water for irrigation - surface and ground water. 1.3. Systems of

irrigation. 1.4. Flow irrigation and Lift irrigation. 1.5 Methods of application of

irrigation water. 1.6. Irrigation in India Potential and developments. 06 hrs

2. IRRIGATION AND WATER REQUIREMENTS OF CROPS: 2.1. Definitions of

consumptive use, duty, delta and base period. 2.2. Factor affecting duty of water. 2.3.

Water requirements of crops. 2.4. Crop and crop seasons. 2.6. Irrigation efficiencies.2.6. Frequency of irrigation. 08 hrs

3. CANAL: 3.1. Types of canals. 3.2. Alignment of canals. 3.3. Definition of grosscommand area, cultural command area, intensity of irrigation, time factor, crop factor.

3.4 Unlined and lined canals. 3.5. Standard sections. 3.6. Design of canals by Lacey's

and Kennedys method. 06 hrs

4. CANAL WORKS: 4.1. Classification and suitability of canal regulators. 4.2. Canal

drop, 4.3. Canal escape. 4.4. Cross drainage works 05 hrs

(No designs)

PART - B Hydraulic Structures

5. RESRVOIRS: 5.1 Definitions, Investigation for reservoir site. 5.2. Storage zones.

5.3. Determination of storage capacity and yield of reservoirs using mass curve.

5.4. Economical height of dam. 06 hrs

6. DIVERSION WORK: 6.1. Definitions, Layout, components and their functions. 6.2.

Design of impermeable floors - Bligh's and Khosla's (without design problems)theories. 6.3 Silt control works - silt ejectors and silt excluder. 06 hrs

7. GRAVITY DAMS: 7.1. Definitions, Forces acting on gravity dam. 7.2. Elementary

and practical profiles. 7.3. Low and high gravity dams. 7.4. Stability analysis.7.5. Drainage galleries. 06 hrs

8. EARTHEN DAMS: 8.1. Types of earthen dams. 8.2. Failures of earthen dams. (Noproblems). 8.3. Preliminary design. 8.4. Drainage arrangements. (No designs)

04 hrs

9. SPILLWAYS: 9.1. Definition, 9.2. Types of spillway ogee spillway.

9.3. Types of Energy dissipators. 03 hrs


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References

1. Irrigation, Water Resources and Water Power Engg - Modi P.N. Standard book house

New Delhi2. Irrigation Engg. and Hydraulic. Struotures - S.K. Garg, Khanna publications, New

Delhi

3. Irrigation and Water power engg. - Punmia and Pandey La!, Lakshmi Publications,New Delhi.

4. Text book of Irrigation Engineering and Hydraulics - R.K. Sharma, Oxford & IBH

Publishing Co., New Delhi.5. Irrigation theory and practice Michael A.M., Vikas Publications House, New Delhi.

6. Irrigation theory and practice Hansen and Isreal sen.

Scheme of Examinations: Student has to answer five questions out of eight.


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CV 65 A1: MATRIX METHODS OF STRUCTURAL ANALYSIS



FLEXIBILITY METHOD: Introduction, Element Flexibility Matrix, Principle of contra-gradience, equilibrium matrix, Construction of flexibility matrix of structure, Matrixdetermination of displacement vector, Determination of members forces, Procedure for

analysis of indeterminate structures, Analysis of continuous beam, Plane frames and

Plane trusses. 20 hrs

1. STIFFNESS METHOD: Introduction, Member stiffness matrix, Principle of contra-

gradience, Global or system stiffness matrix, Members transformation, System stiffnessmatrix, Solution procedure, Analysis of continuous beam, Plane frames and Plane

trusses. 20 hrs

2. DIRECT STIFFNESS METHOD: Introduction, Local and global co-ordinate system,

Transformation of variables, transformation of stiffness matrix of the member of a trussand rigid frames, overall stiffness Matrix, boundary conditions, computation of internal

forces, Analysis of trusses and continuous beams. 10 hrs

Note:- 1) Element approach to be adopted for section 1 and 2.

2) Determination of member forces, displacement and reactions using matricesonly.

3) Number of indeterminacy shall be 3 (for paper setting)

Text Book:1. C.S. Reddy "Basic Structural Analysis "2nd edition, Tata McGraw Hill, 1996. (TB)

2. G.S. Pandit & S.P. Gupta "Structural Analysis A Matrix Approach", Tata McGraw-Hill", 1981.

3. W. Weaver(Jr.), J.M. Gere "Matrix Analysis of Framed Structures", CBS Publishers &distributors, 1986. (TB)

References:

1. M. Mukhopadhyay" Matrix, Finite elements, Computer and str:uctural Analysis",

Oxford & IBW, 1984.

2. S. Rajashekaran, G. Sankara Subramanian "Computational Structural Mechanics", PHI,2001.

3. L.S. Negi and R.S. Jangid "Structural Af1alysis", Tata McGraw-Hill, 1997.

4. H.C. Martin "Introduction to Matrix Methods of Structural Analysis ", International

Text Book Company, 1996.5. S P Gupta, G S Pandit and R Gupta, Theory of Structures Vol. 2, Tata McGraw Hill

Publication Company Ltd.,

Scheme of Examination: Three questions to be set from each of section 1 and 2 & two

questions from section 3

Student shall answer Five questions out of eight questions.


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CV 65 A2: DESIGN OF MASONRY STRUCTURES (Elective)



1. MASONRY UNITS, MATERIALS AND TYPES: Brick, stone and blockmasonry units strength, modulus of elasticity and water absorption masonry materials classification and properties of mortars, selection of mortars. 05 hrs

2. MASONRY CONSTRUCTION: Defects and errors in masonry construction,cracks in masonry, types, reasons for cracking methods of avoiding cracks.

03 hrs

3. STRENGTH AND STABILITY of concentrically loaded masonry walls, effect ofunit strength, mortar strength, joint thickness, rate of absorption, effect of curing, effect

of ageing, workmanship, strength formulae and mechanism of failure for masonry

subjected to direct compression 06 hrs

4. PERMISSIBLE STRESSES: Permissible compressive stress, stress reduction and

shape reduction factors, increase in permissible stresses for eccentric vertical andlateral loads, permissible tensile and shear stresses 05 hrs

5. DESIGN CONSIDERATIONS: Effective height of walls and columns, opening in

walls, effective length, effective thickness, slenderness ratio, eccentricity, loaddispersion, arching action, lintels 09 hrs

6. DESIGN OF STRUCTURAL MASONRY: Wall carrying axial load, eccentricload with different eccentricity ratios, walls with openings, free standing wall. Design

of load bearing masonry for building up to 3 storeys using IS: 1905 and SP: 20

procedure

7. REINFORCED MASONRY: Application, flexural and compression elements,

shear walls 04 hrs

8. MASONRY WALLS IN COMPOSITE ACTION: Composite wall-beam

elements, infilled frames.

04 hrs

References

1. Hendry, A W : Structural Masonry, Macmillan Education Ltd., 19902. Sinha B P , Davies S R, Design of masonry structures E&FN spon 1997

3. Dayaratnam P Brick and Reinforced Brick Structures, Oxford & IBH, 1987

4. IS 1905 1987 Code of practice for structural use of un-reinforced masonry (3rd

revision) BIS, New Delhi

5. SP 20(S&T) 1991, Hand book on masonry design and construction (1st revision),

BIS New Delhi


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Scheme of Examination: Student has to answer five question out of eight


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CV 65 A3: GROUND WATER HYDROLOGY (Elective)



1. INTRODUCTION: 1.1. Importance. 1.2. Vertical distribution of subsurface water.1.3. Occurrence in different types of rocks and soils. 1.4. Definitions-aquifers,aquifuge, aquitard, aquiclude. 1.5. Confined and Unconfined aquifers 06 hrs

2. FUNDAMENTALS OF GROUND WATER FLOW: 2.1. Aquifer parameters-Specific yield and specific retention, porosity, storage coefficient: derivation of the

expression. 2.2. Darcy's law. 2.3. Hydraulic conductivity, coefficient of permeability

and intrinsic permeability. 2.4. Transmissibility. 2.5. Permeability in isotropic -

unisotropic layered soils. 2.6. Steady one dimensional flow-different cases withrecharge. 12 hrs

3. WELL HYDRAULICS-STEADY FLOW: 3.1. Radial flow in Confined andUnconfined aquifers. 3.2. Pumping tests. 06 hrs

4. WELL HYDRAULICS-UNSTEADY FLOW: 4.1. General equation-derivation;theiss Method, Cooper and Jacob method, Chow's method. 4.2. Solution of unsteady

flow equations. 4.3 Leaky aquifers (only introduction); 4.4. Interference of well -

Image well theory. 12 hrs

5. GROUND WATER DEVELOPMENT: 5.1. Types of wells. 5.2. Methods of

construction. 5.3. Tube well design. 5.4. Dug wells. 5.5. Pumps for lifting water-

working principles, power requirement. 5.6. Conjunctive use necessity, techniquesand economics. 10 hrs

6. GROUND WATER EXPLORATION: 6.1. Seismic method. 6.2. Electricalresistivity method principles. 04 hrs

References

1. Ground Water - Raghunath H.M., Wiley Eastern Publication.

2. Ground Water Hydrology - O.K. Todd, Wiley & Sons.

3. Ground Water Hydrology - Bower H., McGraw Hill,

4. Ground Water and 'Tube Wells -' Garg Satyaprakash, Oxford & JBH.5. Ground Water H.S. Nagabhushanaiah, CBS Publisher.

6. Ground Water S. Ramakrishnan.

Scheme of Examination: Student has to answer five questions out of eight


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CV 65 A4: TRAFFIC ENGINEERING (Elective)



1. Introduction: Definition-Objectives- Scope of Traffic Engineering. 02 hrs

2. Road User and Vehicle Characteristics: -Static and Dynamic characteristics- Power

performance of vehicles-Resistances to the motion of vehicles-Reaction time of driver-

Problems on above. 06 hrs

3. Traffic Parameter Studies and Analysis: Objectives and Method of study Definition

of study area - Sample size - Data Collection and Analysis-Interpretation of following

Traffic Studies - Volume, Spot Speed, Origin and Destination, Speed and Delay-Parking-on Street and off Street Parking- Accidents- Causes, Analysis (right angle

collision only with parked vehicle) - Measures to reduce Accident. Problems.

12 hrs

4. Traffic Flow Theories: Traffic flow theory Green shield theory Goodness of fit

correlation and regression analysis (linear only) - Queuing theory - Car followingtheory - and relevant Problems on above 06 hrs

5. Probability Distribution: Poisson's Distribution and application to Traffic Engineering-

Normal Distribution-Significance tests for observed Traffic Data Chi-Square test -Problems on above - Sample size-traffic forecast-simulation technique.

12 hrs

6. Traffic Regulation and Control: Driver, Vehicle and Road controls-TrafficRegulations-One Way-Traffic Signs-Traffic Markings- Traffic signals-Vehicle actuated

and synchronized signals - Signal Coordination -Intelligent Transport system-Webster's

method of signal Design, IRC Method, Traffic Rotary elements and traffic operation-Street lighting -Road Side Furniture-Aboriculture -Relevant Problems on above. (No

problems on rotaries, vehicle actuated signals) 12 hrs

Text Books:

1. Khanna and Justo., "Highway Engineering", Nemchand Bros

2. L R Kadiyali., "Traffic Engineering and Transport Planning": . Khanna Publishers.

Reference

1. Matson,Smith and Hurd., "Traffic Engineering" , McGraw Hill and Co

2. Pignataro., "Traffic Engineering" ., Prentice Hall3. Highway capacity Manual-2000

4. Traffic flow theory Drew McGraw Hill Co.,

5. An Introduction to Transportation Engineering, Jotin Khistey and Kent Lall, PHI.6. Traffic Engineering - Mc Shane and Roess, PHI.



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CV - 65 A6: GROUND IMPROVEMENT TECHNIQUES (Elective)



1. GROUND IMPROVEMENT: 1.1. Definition, 1.2. Objectives of soil improvement.1.3. Classification of ground improvement techniques. 1.4. Factors to be considered inthe selection of the best soil improvement technique. 04 Hrs

2. MECHANICAL MODIFICATION: 2.1. Type of mechanical modification, 2.2. Aimof modification, compaction, Principle of modification for various types of soils.

2.3. Effect of grain size distribution on compaction for various soil types like BC soil,

lateritic soil, coarse-grained soil, micaceous soil. 2.4. Effect of compaction on

engineering behaviour like Compressibility, Swelling and Shrinkage, Permeability,relative density, liquefaction potential. 2.5. Field compaction - static, dynamic, impact

and vibratory type. 2.6. Specification of compaction. 2.7. Tolerance of compaction.

Shallow and deep compaction. 10 Hrs

3. HYDRAULIC MODIFICATION: 3.1. Definition, aim, principle, techniques, gravity

drain, lowering of water table, multistage well point, vacuum dewatering, dischargeequations, design of dewatering system including pipe line effects of dewatering.

3.2. Drainage of slopes, preloading, vertical drains, sand drains. 3.3. Assessment of

ground condition for preloading, 3.4. Electro kinetic dewatering.

12 Hrs

4. CHEMICAL MODIFICATION: 4.1. Definition, aim, special effects, and methods.

4.2. Techniques - sandwich technique, admixtures, cement stabilization. Hydration -effect of cement stabilization on permeability, Swelling and shrinkage.

4.4. Criteria for cement stabilization. 4.5. Lime stabilization - suitability, process,

special effects, criteria for lime stabilization. 4.6. Other chemicals, chlorides,hydroxides, lignin, hydrofluoric acid. 4.7. Fly ash in cement stabilization, Properties

of chemical components, reactions and effects. 4.8. Bitumen, tar or asphalt in

stabilization 12 Hrs

5. GROUTING: 5.1. Introduction 5.2. Effects of grouting. 5.3. Chemicals and materials

used. 5.4. Types of grouting. 5.5. Grouting procedure. 5.6. Applications of grouting.

06 Hrs

6. MISCELLANEOUS METHODS (only Concepts): 6.1. Introduction. 6.2. Soil

reinforcement. 6.3. Thermal methods. 6.4. Ground improvement by confinement -Crib walls, Gabions & Mattresses. 6.5. Anchors, Rock bolts and soil nailing. 06 Hrs


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References

1. Purushothama Raj. P. (1999) "Ground Improvement Techniques" Laxmi Publications,

New Delhi.2. Koerner. R.M (1985) "Construction and Geotechnical Methods in Foundation

Engineering", Mc Graw Hill Pub. Co., New York.

3. Manfred Hausmann (1990) "Engineering principles of ground modification", McGrawHill Pub. Co., New York.

4. Bell, F.G. (1975) "Methods of treatment of unstable ground", Butterworths, London.

5. Nelson. J.D and Miller. D.J. (1992) "Expansive soils", John Wiley and Sons.6. Ingles. C.G and Metcalf. J.B. (1972) "Soil Stabilization; Principles and Practice",

Butterworths, London..

Scheme of Examination: Students have to answer five questions out of eight questions.The questions shall include numerical problems wherever possible.


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CV 65 A7: AIR POLLUTION AND CONTROL (ELECTIVE)



1. INTRODUCTION: Definition - Classification and properties of Air pollutants,Primary and secondary Air pollutants, Concentrations of Air pollutants and sources.

Behaviour and Fate of Air Pollution: Chemical reaction in the Atmosphere, photo

chemical Smog 06 hrs2. EFFECTS OF AIR POLLUTION: On Human Health, Animals, Plant and

properties, major Episodes. 06 hrs

3. METEOROLOGY: Introduction - Meteorological Variables, Lapse Rate-

Adiabatic- Dispersion/ inversion, Stability Conditions, windrose, Generalcharacteristics of stack plumes,

08 hrs

4. SAMPLING AND ANALYSIS OF AIR POLLUTANTS: Sampling andmeasurement of Gaseous and particulate pollutants, stack sampling, smoke and its

measurements. 06 hrs

5. CONTROL OF AIR POLLUTANTS: control methods Particulate emissioncontrol, gravitational settling chambers, cyclone separators, fabric filters, Electrostatic

precipitators, wet scrubbers, control of gaseous emissions (Design not requires)

12 hrs

6. AIR POLLUTION DUE TO AUTOMOBILES: Air pollution due to gasolinedriven and Diesel driven engines, effects, control - direct and indirect methods. 03 hrs

7. GLOBAL ENVIRONMENTAL ISSUES: Acid rain, Green House effect, Globalwarming, Ozone layer Depletion. 04 hrs

8. Environmental Impact Assessment in industrial plant locations and planning

02 hrs

9. Standards and legislation - Air quality and emission standards - legislation andregulation, Air pollution index 03 hrs

Note: In the examination EIGHT questions shall be set covering all the chapters mentioned

above , out of which students shall answer FIVE full questions


Text Books:

1. Air Pollution - HVN Rao and M.N.Rao, Tata McGraw Hill.

2. Environmental pollution control - C.S. Rao, Wiley Eastern Ltd

References

1. Air Pollution Vol I IV A.0C. Stern, Acadamic Press


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2. Air pollution - Henry Perkins, Tata McGraw Hill

3. Air Pollution and Technologies Anjaneyulu Y, Alllied Publishers


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CV 65 A8: ADVANCED SURVEYING

Hours/Week: 4 I.A.Marks : 25

Exam Hours: 3 Exam Marks : 100

1. THEORY OF ERRORS AND TRIANGULATION ADJUSTMENT: 1.1. Errorsand classification of errors 1.2. Precision and accuracy 1.3. Laws of weights and

accidental errors. 1.4. Probability: 1.4.1. Probability distribution function and density

function-normal distribution. 1.5. R.M.S. error-measure of precision. 1.6.rejection ofobservations-principles of least squares-normal equations. 1.7. Method of correlates-

Triangulation adjustment. 1.8. Angle adjustment, station adjustment & figure

adjustment. 15 Hrs

2. FIELD ASTRONOMY: 2.1. Earth celestial sphere. 2.2. Solar system

2.3. Position by altitude and azimuth system-spherical triangle and spherical

trigonometry. 2.4. Astronomical triangle. 2.5. Nepiers rule. 2.6. Time: Siderial time,

day and year-solar time & day-Greenwich mean time-standard time. Meridian andazimuth-their determination-latitude and its determination. 15 Hrs

3. ELECTRONIC DISTANCE MEASUREMENT (EDM): 3.1. Introduction. 3.2.

Electro Magnetic (E.M.) Waves. 3.3. Phase comparison and modulations. 3.4.

Instruments Geodimeter Tellurimeter Distomat - Range finders Radars. 3.5.Introduction to GPS. 3.6. Total station 08 Hrs

4. HYDROGRAPHIC SURVEYING: 4.1. Methods of soundings. 4.2. Instruments.

4.3. Three point Problem. 4.4. Tidal and Stream discharge measurements. 07 Hrs

5. SETTING OUT WORKS: 5.1. Introduction. 5.2. Setting out of buildings, culverts,bridge, pipeline and sewers, tunnels 05 hrs

Text Books

1. Punmia, B.C. Surveying Vol I ,II & IIILakshmi publications-New Delhi

2. Duggal,S.K. Surveying Vol I & II Tata Mc Graw-Hill publishing co.,

3. Kanitkar T.P. & Kulkarni S.V.-Surveying Levelling-Part I & II Pune Vidhyarthi

Gruha Prakashana.

References

1. James, M. Anderson and Edward, M Mikhail-Introduction to Surveying, McGrawHill Book Co.,1985

2. M. Mikhalil and Gracie, G. Analysis and survey measurements, Van Nostrand

Reinhold Co.,(NY)-19803. David Clark Plane and Geodetic Surveying for Engineers, Vol. I &II-CBS publishers

and distributors, New Delhi.


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Scheme of Examination: Eight questions have to be set covering the entire syllabus and

the students have to answer any five full questions.


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CV 66: ENVIRONMENTAL ENGINEERING II



1. INTRODUCTION: waste water disposal - Necessity for sanitation, methods ofsewage disposal, types of sewerage systems and their suitability. 04 hrs

2. QUANTITY OF SEWAGE: Dry weather flow, factors effecting dry weather flow,

flow variations and their effects on design of sewerage system; computation of designflow, estimation of storm flow, rational method and empirical formulae of design of

storm water drain; Time of concentration. 06 hrs

3. DESIGN OF SEWERS: Hydraulic formulae for velocity, effects of flowvariations on velocity, self cleansing and non souring velocities, Design of hydraulic

elements for circular sewers flowing full and for partially full.

04 hrs

4. MATERIALS OF SEWERS: Sewer materials, Shapes of sewers, laying of

sewers, jointing and testing of sewers, ventilation and cleaning of sewers.04 hrs

5. SEWER APPURTENANCES: Catch basins, manholes, flushing tanks, oil and

grease traps, Drainage traps, Basic principles of house drainage, Typical layout planshowing house drainage connections, maintenance of house drainage 06 hrs

6. SEWAGE PUMPING: Need, Types of pumps and pumping stations.02 Hrs

7. 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. 04 hrs

8. 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

9. TREATMENT OF SEWAGE: Flow diagram of municipal sewage treatment plant

01 hrPrimary treatment, screening, grit chambers, skimming tanks, primary sedimentation

tanks - Designs 04 hrs

Secondary treatment: Trickling filter - theory and operation, types and designs

04 hrs


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Activated sludge process - Principle and flow diagram, methods of aeration,

modifications, F/M ratio, Designs of ASP - methods of sludge disposal, Sludge drying

beds, Sludge digestion and filter beds. 04 hrs

10. MISCELLANEOUS TREATMENT METHODS: Septic tanks and Oxidation

Pond Design. Introduction to RBC, UASB, Anaerobic filters. 03 hrs

Note: In the examination EIGHT questions shall be set covering all the chapters mentioned

above, out of which students should answer FIVE full questions

Problems must be in a SI units.


Text Books:

1. Waste Water Treatment - S.K.Garg, Khanna Publishers

2. Environmental Engineering II B.C. Punmia and Ashok Jain

3. Manual on Waste Water Treatment - CPHEEO, Ministry of Urban Development,New Delhi

References:

1. Water and Wastewater Engineering Vol-II - Fair, Gayer and Okun, Willey

publishers, New York

2. Water Technology Hammer and Hammer.3. Environmental Engineering - Howard S. Peavy, Donald R. Rowe, George

Techno Bano Glous, McGraw Hill International Edition.

4. Waste Water Treatment, Disposal and Reuse Metcalf and Eddy inc, Tata

McGraw Hill Publications (2003 Edition).


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CV 67: GEOTECHNICAL ENGINEERING LABORATORY

Hours/Week: 3 I.A. Marks : 25

Exam Hours: 3 Exam Marks : 50

1. Tests for determination of specific gravity and moisture content.2. Grain size analysis of soil sample (Sieve analysis).

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

4. Consistency limits Liquid limit (Casagrande and cone penetration methods), plasticlimit and shrinkage limit.

5. Standard Proctor Compaction test and Modified Proctor Compaction test

6. Coefficient of permeability by constant head and variable head methods.

7. Strength testsa) Unconfined compression test

b) Direct shear test

c) Triaxial compression test (undrained)

8. Consolidation test determination of compression index and coefficient ofconsolidation.

9. Laboratory vane shear test10. a) Demonstration of miscellaneous equipments such as Augers, Samplers, Rapid

moisture meter, Proctors needle.

b) Demonstration of Hydrometer test.c) Demonstration of Free Swell Index test.

d) Demonstration of determination of relative density of sands.

References

1. Lambe, T.W, Soil testing for engineers, Wiley Eastern Ltd. , New Delhi.

2. Head, K.H.(1986), Manual of soil laboratory testing, Vol . I , II and III, Pentech

Press, London.3. Bowles, J.E.(1988), Engineering properties of soils and their measurements,

McGraw Hill Book Co. New York.

4. 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; IS 2720 (Part 11) 1971; IS 2720 (Part 15) 1986;IS 2720 (Part 30) 1987; IS 2720 (Part 40) 1977; IS 2720 (Part 14) 1983;

IS 2720 (Part 28) 1974; IS 2720 (Part 29) 1966.


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CV 68: EXTENSIVE SURVEY VIVA -VOCE

(To be conducted between 5th & 6th Semester for a period of 2 weeks; Viva Voce conductedalong with 6th Sem. Exams)

I.A. Marks : 25 Exam Marks : 50

An extensive survey training involving investigation and design of the following projects

is to be conducted for 2 weeks (14 days). The students shall submit a project reportconsisting of designs and drawings.

1. General instructions, Reconnaissance of the sites and fly leveling to establish

bench marks.

2. New Tank Project :

The work shall consist of :

i) Alignment of center line of the proposed bund, Longitudinal and cross-sections the center line.

ii) Capacity surveys.iii) Details at Waste weir and slice points.

iv) Canal alignment.

3. Restoration of an existing Tank :The work shall consist of :

i) Alignment of center line of the existing bund, Longitudinal and cross-

sectionsalong the center line.

ii) Capacity surveys, Details at sluice and waste weir.

4. Water supply and Sanitary Project :

Examination of sources of water supply, Calculation of quantity of required based

on existing and projected population. Preparation of village map by any suitable methodof surveying (like plane tabling ), location of sites for ground level and overhead tanks,

underground drainage system surveys for laying the sewers.

5. Highway Project :

Preliminary and detailed investigations to align a new road between two obligatory

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

considering alternate routes and for final alignment. Report should justify the selectedalignment with details of all geometric designs for traffic and design speed assumed.

Drawing shall include key plan initial alignment, finial alignment, longitudinal section

along final alignment, typical cross sections of road.

Scheme of examinations :

1. Evaluation of reports and drawings : 30 marks.

2. Viva voice : 20 marks.

Documents

V VISem Civil Revised Syllabus