autonomy syllabus following from 2016jiscollege.ac.in/pdf/civilug.pdf · autonomy syllabus...

AUTONOMY SYLLABUS

Content/Structure

JIS COLLEGE OF ENGINEERING

AUTONOMY SYLLABUS FOLLOWING

FROM 2016


FOLLOWING

JIS COLLEGE OF ENGINEERINGJIS COLLEGE OF ENGINEERING



FROM 2016:

3RD SEMESTER

CIVIL ENGINEERING DEPARTMENT



PAPER NAME: SURVEYING -I

PAPER CODE : CE 301 CONTACTS : 2L +1T =3HRS CREDITS :3

TOTAL: 36 HRS

Module-1: [1L]

Introduction: Definition, classification of surveying, objectives, history of surveying, modern

trends in surveying, principles of surveying

Module-2: [5L+3T]

Chain surveying: Chain and its types, optical square, cross staff. Reconnaissance and site

location, locating ground features by offsets – field book. Chaining for obtaining the outline of

structures, methods for overcoming obstacles, conventional symbols, plotting chain survey and

computation of areas, errors inb chain surveying and their elimination problems.Triangulation

and Traversing. [5L+3T]

Module-3: [5L+3T]

Compass surveying: Types of compasses, use and adjustments, bearings, local attraction and its

adjustments. Chain and compass surveying of an area, booking and plotting. Adjustments of

traverse, errors in compass surveying and precautions - problems. [5L+3T]

Module-4 : [2L+2T]

Plane table surveying: Equipment, leveling, orientation, different methods of survey, two and

three point problems, errors and precautions. [2L+2T]

Module-5 : [6L+2T]

Levelling: Introduction, basic definitions, levelling instruments and their features, temporary

adjustment of levels, sensitiveness of bubble tube. Methods of levelling – differential, profile &

fly levelling, cross sectional and reciprocal levelling. Effect of curvature and refraction, reducing

errors and eliminating mistakes in levelling. Permanent adjustments of dumpy level. Modern

levels –Tilting level, Automatic levels, precise levels. Plotting longitudinal sections and cross

sections. Measurement of area and volume. Trignometrical Levelling [6L+2T]


Module-6 : [3L+1T]

Contouring: Topographic map, characteristics of contour, contour interval. Methods of locating

contours, Interpolation of contours. [3L+1T]

Module-7 : [2L+1T]

Minor Instruments: Clinometers, Planimeter (mechanical and digital)


PAPER NAME: STRNGTH OF MATERIALS

PAPER CODE: CE 302 CONTACTS: 2L +2T =4HRS CREDITS: 3

TOTAL: 42 HRS

Module-1: [5L+4T]

Review of Basic Concepts of Stress and Strain: Normal stress, Shear stress, Bearing stress,

Normal strain, Shearing strain; Hooke’s law; Poisson’s ratio; Stress-strain diagram of ductile and

brittle materials; Elastic limit; Ultimate stress; Yielding; Modulus of elasticity; Bulk Modulus:

Factor of safety. Beam Statics: Support reactions, concepts of redundancy, axial force, shear

force and bending moment diagrams for concentrated, uniformly distributed, linearly varying

load, concentrated moments in simply supported beams, cantilever and overhanging

beams[5L+4T]

Module-2: [6L+7T]

Symmetric Beam Bending: Basic kinematic assumption, moment of inertia, elastic flexure

formulae and its application, Bending and shear stress for regular sections, shear centre, centre of

gravity [3L+4T]

Deflection of statically determinate beams: Fundamental concepts: Elastic curve, moment

Curvature relationship, governing differential equation, boundary conditions: Direct integration

solution [3L+3T]

Module-3: [5L+5T]

Analysis of determinate plane trusses: Concepts of redundancy, Analysis by method of joints,

Method of sections. [3L+2T]

Two Dimensional Stress Problems: Principal stresses, maximum shear stresses, Mohr’s circle

of stresses, construction of Mohr’s circle, applications. [2L+3T]

Module-4: [5L+5T]

Introduction to thin cylindrical & spherical shells: Hoop stress and meridonial - stress and

volumetric changes. [2L+2T]

Torsion: Pure torsion, torsion of circular solid shaft and hollow shafts, torsional equation,

torsional rigidity, closed coil helical; springs [1L+1T]

Columns: Fundamentals, criteria for stability in equilibrium, column buckling theory, Euler’s

load for columns with different end conditions, limitations of Euler’s theory – problems,

eccentric load and secant formulae. [2L+2T]


PAPER NAME: BUILDING MATERIAL AND CONSTRUCTION

PAPER CODE: CE303 CONTACTS: 2L +1T =3HRS CREDITS: 3

TOTAL: 42 HRS

Module-1: [7L+4T]

Bricks: Classification, Characteristics of good bricks, Ingredients of good brick earth, Harmful

substance in brick Earth, Different forms of bricks, testing of bricks as per BIS. Defects of

bricks. Fly ash bricks [2L+1T]

Aggregates: Classification, Characteristics, Deleterious substances, Soundness, Alkali –

aggregates reaction, Fine aggregates, coarse aggregates, testing of aggregates [2L+1T]

Lime: Impurities in limestone, Classification, Slaking and hydration, Hardening, Testing,

Storage, Handling [1L+1T]

Cement: OPC: Composition, PPC, Slag cement, Hydration, setting time Concrete: Types,

ingredients, W/C ratio, Workability, Different grades in cement concrete, Tests on cement

concrete [2L+1T]

Module -2: [8L+3T]

Mortars: Classification, Uses, Characteristics of good mortar, Ingredients. Cement mortar, Lime

mortar, Lime cement mortar, special mortars [2L+1T]

Wood and Wood Products: Classification of Timber, Structure, Characteristics of good timber,

Seasoning of timber, Defects in Timber, Diseases of timber, Decay of Timber, Preservation of

Timber Testing of Timber, Veneers , Plywood, Fibre Boards, Particle Boards, Chip Boards ,

Black Boards, Button Board and Laminated Boards, Applications of wood and wood products [2L+1T]

Paints, Enamels and Varnishes: Composition of oil paint, characteristic of an ideal paint,

preparation of paint, covering power of paints, Painting: Plastered surfaces, painting wood,

surfaces, painting metal Surfaces. Defects, Effect of weather, enamels, distemper, water wash

and colour wash, Varnish, French Polish, Wax Polish [2L]

Miscellaneous Materials: Gypsum: Classification, Plaster of Paris, Heat and sound insulating

materials, Geo-synthetics [2L+1T]


Module -3: [6L+4T]

Foundations: Function of Foundations, Essential requirement of good foundation, Different

types of shallow and deep Foundations. Uses of Spread foundation, pile and well foundation [2L+2T]

Brick masonry: Definitions, Rules for bonding, Type of bonds – stretcher bond, Header bond,

English bond, Flemish Bond, Comparison of English Bond and Flemish Bond (one and one and

half brick thick wall). Cavity wall [2L+1T]

Wall, Doors and Windows: Load bearing wall, Partition wall, Reinforced brick wall Common

types of doors and windows of timber and metal [2L+1T]

Module -4 [9L+5T]

Stairs: Technical Terms, Requirements of good stair, Dimension of steps, Classification,

Geometric design of a dog legged stair case, Elevation and cross section of different type of stair

cases. [2L+2T]

Flooring: Components of a floor, selection of flooring materials, Brick flooring, Cement

concrete flooring, mosaic, marble, Terrazzo flooring, Tiled roofing [3L+1T]

Plastering and Pointing: Plastering with cement mortar, Defects in plastering, pointing, white

washing, colour washing, Distempering [2L+1T]

Roofs: Types, Pitched roofs and their sketches, Lean – to roof, coupled and collared roofs, King

Post – Truss, Queen post truss and Simple steel Truss , Roof Covering materials: AC sheets GI

sheet [2L+1T]


PAPER NAME: ENGINEERING GEOLOGY

PAPER CODE : CE 304 CONTACTS : 2L +1T =3HRS CREDITS :2

TOTAL: 36 HRS

Module-1: [2L]

Geology and its importance in Civil Engineering [2L]

Module-2: [2L+1T]

Mineralogy: Definition, internal and external structure of minerals, Classification and physical

properties of minerals. [2L+1T]

Module-3: [2L+2T]

Classification of rocks:

a) Igneous rocks: Origin, mode of occurrence, forms & texture, classification and engineering

importance.

b) Sedimentary rocks: Process of sedimentation, classification and engineering importance.

c) Metamorphic rocks: Agents and types of metamorphism, classification and engineering

importance. [2L+2T]

Module-4: [1L+1T]

Weathering of rocks: Agents and kinds of weathering, soil formation & classification based on

origin. [1L+1T]

Module-5: [1L]

Geological work of rivers: Origin and stages in the system, erosion, transportation and

deposition. [1L]

Module-6: [3L+1T]

Structural geology: Introduction to structural elements of rocks, dip & strike, definition,

description, classification of folds, faults and joints, importance of geological structures in Civil

Engineering. [3L+1T]


Module-7: [2L+1T]

Earthquakes and seismic hazards: Causes and effects, seismic waves and seismographs,

Mercelli’s intensity scale and Richter’s scale of magnitude [2L+1T]

Module-8: [2L+1T]

Engineering properties of rocks: Porosity, permeability, compressive strength, tensile strength

and abrasive resistance [2L+1T]

Module-9: [2L+1T]

Rocks as construction materials: Qualities required for building and ornamental stones,

foundations, concrete aggregate, railway ballast, road metal, pavement, flooring and roofing [2L+1T]

Module-10: [3L+1T]

Geophysical exploration: Methods of Geophysical Exploration, electrical resistivity method

field procedure –sounding and profiling, electrode configuration, interpretation of resistivity

data. Geophysical surveys in ground water and other Civil Engg. Projects. [3L+1T]

Module-11: [2L+2T]

Applied Geology: Surface and subsurface geological and geophysical investigations in major

Civil Engg. Projects. Geological studies of Dams and reservoir sites, Geological studies for

selection of tunnels and underground excavations. [2L+2T]

Module-12: [2L+1T]

Landslides: Types of landslides, causes, effects and prevention of landslides [2L+1T]


PAPER NAME: TECHNICAL SKILL DEVELOPMENT

PAPER CODE: MC381 CONTACTS: 2P =2HRS CREDITS :2

Basic Building Plan

Basic Foundation Details of Building

Basic Quantity Survey for Civil Construction Site

Details of Different Project nature in Laboratories.

Details of Observation of Live Project in Survey Lab

Details of Basic Materials for constructions.

Industrial visit

Seven segment LED/LCD Display


PAPER NAME: STRENGTH OF MATERIAL LAB

PAPER CODE: CE 391 CONTACTS: 3P =3HRS CREDITS: 2

Tension test on Structural Materials: Mild Steel and Tor steel (HYSD bars)

Compression Test on Structural Materials: Timber, bricks and concrete cubes

Bending Test on Mild Steel/Tor Steel

Torsion Test on Mild Steel Circular Bar

Hardness Tests on Ferrous and Non-Ferrous Metals: Brinnel and Rockwell Tests

Impact Test: Izod and Charpy


PAPER NAME: ENGINEERING GEOLOGY LAB

PAPER CODE : CE 392 CONTACTS : 3P =3HRS CREDITS :2

Identification of Rocks and Minerals [Hand Specimens]

Identification of Rocks and Minerals [Hand Specimens]

Study of Geological maps, interpretation of geological structures

Thickness problems, Borehole problems


Paper Name: NUMERICAL METHODS LAB Paper Code: M(CE) 391 Total Contact Hours: 36 Credit: 2 Course contents:

1. Assignments on Newton forward /backward, Lagrange’s interpolation.

2. Assignments on numerical integration using Trapezoidal rule, Simpson’s 1/3 rule, Weddle’s rule.

3. Assignments on numerical solution of a system of linear equations using Gauss elimination, Gauss Jacobi and Gauss-Seidel iterations.

4. Assignments on numerical solution of Algebraic Equation by Bisection method, Regula-Falsi method, Newton-Raphson method.

5. Assignments on ordinary differential equation: Euler’s method, Euler’s modified method, Runge-Kutta methods.

6. Simple problems as assignment on Measures of Central Tendency- mean, median, mode, Measures of Dispersion- variance, standard deviation. Problems related to engineering field.

Implementation of numerical methods on computer through C/C++ and commercial Software Packages:

Matlab / Scilab / Labview / Mathematica/NAG (Numerical Algorithms Group/Python.

Text Books:

1. Shishir Gupta &S.Dey, Numerical Methods, TMH

2. C.Xavier: C Language and Numerical Methods.

3. Jain, Iyengar ,& Jain: Numerical Methods (Problems and Solution).

4. Pal and Das: Discrete Mathematics, U N Dhur and Sons.

5. D. S. Sancheti & V.K.Kapoor : Statistics Theory , Method & Application, Sultan chand & sons ,

New delhi

Reference Books:

1. Balagurusamy: Numerical Methods, Scitech. 2. Baburam: Numerical Methods, Pearson Education. 3. N. Dutta: Computer Programming & Numerical Analysis, Universities Press. 4. Soumen Guha & Rajesh Srivastava: Numerical Methods, OUP.



FROM 2016:

4TH SEMESTER




PAPER NAME: SURVEYING -II


TOTAL: 42 HRS

Module-I: [3L+3T]

Theodolite surveying: Components of a Theodolite, Adjustments, Horizontal and vertical

anglemeasurements,Trigonometric leveling, problems on heights & distances, traverse table, co-

ordinates.

Module-II: [3L+3T]

Tachometer: Definition, Principles of stadia, tangential systems, Details of stadia system.

Analytic tachometer, Horizontal and inclined sight with staff vertical and normal for both fixed

and movable hair tachometer, Errors in tachometer methods.

Module-III: [2L+2T]

Triangulation: Adjustments of station and figure, Leveling adjustment, Method of equal shifts.

Module-IV: [8L+8T]

Curve surveying :

(1) Simple curves Definition, Notations Designations, Elements of simple curve, Setting out by

linear methods and Rankine's tangential method. Two Theodolite and tachometric method [3L+3T]

(2) Introduction to Compound and reverse curves, vertical curve: types[2L+2T]

(3) Transition curves: lemniscates, cubic spiral, cubic parabola, setting out[3L+3T]

Module-IV: [3L+3T]

Remote Sensing: Introduction to remote sensing and its application in civil engineering,

Uses of Various Instruments: Total Station, GPS etc.


PAPER NAME: STRUCTURAL ANALYSIS-1


TOTAL: 42 HRS

Module-1: [6L+2T]

Review of basic concept of mechanics: Equilibrium, Free body diagram, Determinate and

Indeterminate structures, Stability, Degree of indeterminacy for different types of structures:

Beams, Frames, Trusses

Module-2: [6L+2T]

Analysis of determinate structures: Portal frames, Three hinged arches, cables and suspension

bridges

Module-3: [7L+3T]

Strain energy: Due to axial load, bending and shear, Torsion; Castigliano's theorems, theorem of

minimum potential energy, Muller Breslau Principle, principle of virtual work, Maxwell’s

theorem of reciprocal deflection, Betti’s law

Module-4: [6L+2T]

Deflection of determinate structures: Moment area and Conjugate beam method, Energy

methods,Unit load method for beams, Deflection of trusses and simple portal frames

Module-5: [5L+3T]

Influence line diagrams: Statically determinate beams and trusses under series of concentrated

and uniformly distributed rolling loads, criteria for maximum and absolute maximum moments

and shears.


PAPER NAME: CONCRETE TECHNOLOGY


TOTAL: 36 HRS

Module-1: [4L+2T]

Introduction:- Concrete as a Structural Material, Good Concrete Manufacture of Portland Cement,

Chemical Composition of Cement, Hydration of Cement, Heat of Hydration

Module-2: [9L+3T]

Types of Cement :– ordinary, Rapid hardening, low-heat, sulphate resisting, Portland slag, Portland

pozzolana, super sulphated cement, white cement .Tests on cement and cement paste –fineness,

consistency, setting time, soundness, strength.[ 3L+1T]

Water &Aggregates – Classification, Mechanical and Physical Properties, Deletarious Substances,

Alkali-Aggregate Reaction, Sieve Analysis, Grading Curves, Fineness modules, Grading Requirements.

Testing of Aggregates – Flakiness, Elongation Tests, Aggregate Crushing Value, Ten Percent Fines

Value, Impactm Value, Abrasian Value.Quality of Water – Mixing Water, Curing Water, Harmful

Contents. [6L+2T]

Module-3: [9L+3T]

Properties of Fresh Concrete – Workability, Factors Affecting Workability, Slump Test Compacting

Factor Test, Flow Table Test, Segregation, Bleeding, Setting Time, Mixing and Vibration of Concrete,

Mixers and Vibrators, curing, Methods, Maturity. [3L+1T]

Strength & durability of Concrete – Water/Cement ratio, Gel/Space ratio, Strength in Tension,

Compression, Effect of Age on Strength, Relation between Compressive and Tensile Strength, Fatigue

Strength, Stress Strain Relation and Modules of Elasticity, Poisson’s Ratio, Shrinkage and Creep,

Compression Test on Cubes, Cylinders, Non-Destructive Tests. [6L+2T]

Module-4: [9L+3T]

Permeability of concrete, Chloride & Sulphate attack on concrete, carbonation of concrete [3L+1T]

Admixtures – different types (chemical and mineral), effects, uses, Retarders and Super

plasticizers. Mix Design by I.S. 10262(2009) Code method. [3L+1T]

Special concrete: Light-weight, Polymer and Fiber-reinforced concrete. [3L+1T]


PAPER NAME: SOIL MECHANICS-I


TOTAL: 36 HRS

Module-I: [6L+2T]

Origin & formation of Soil:- Types, Typical Indian Soil, Fundamental of Soil Structure, Clay

Mineralogy. [2L+1T]

Soil as a Three Phase System :- Weight- Volume Relationship, Measurement of Physical

Properties of Soil: Insitu Density, Moisture Content, Specific Gravity, Relative Density.[4L+1T]

Module-II: [8L+3T]

Particle Size Distribution :- By Sieving, Sedimentation Analysis. [2L+1T]

Index Properties of Soil:- Attarbergs Limits- Determination of Index Properties of Soil by

Casagrandes Apparatus, Cone Penetrometer, Soil Indices. [3L+1T]

Soil Classification :- As per Unified Classification System, As per IS Code Recommendation,

AASHTO Classification, Field Identification of Soil, Consistency of Soil. [3L+1T]

Module-III: [7L+2T]

Soil Moisture :- Darcy,s Law, Capillarity in Soil, Permeability, Determination of Coefficient of

Permeability of Soil in Laboratory, Permeability for Stratified Deposits. [4L+1T]

Effective Stress Principles:- Definition of Effective Stress, Estimation of Effective Pressure Due

to different conditions [3L+1T]

Module-IV: [4L+2T]

Two Dimensional Flow Through Soil :- Laplace’s Equations, Flow nets, Flow Through

Earthen Dam,estimation of Seepage, Uplift due to Seepage, Design of Fillers, Critical Hydraulic

Gradient, Quick Sand condition[4L+2T]

Module-V: [6L+2T]

Stress Distribution In Soil :- Bousinesqs & Westergaads Assumption & Formula for

Determination of stress due to Point Loads, Stress Beneath Line, Strip & Uniformly Loaded

Circular - Pressure Bulbs, Newmarks charts- Use For Determination of Stress due to Arbitrarily

Loaded Areas, Contact Stress distribution for various types of Loading & on Different Types of

Soils. [6L+2T]


PRACTICAL SUBJECT NAME: SURVEYING PRACTICE-I

PAPER CODE: CE491 CONTACTS: 3P=3HRS CREDITS: 2

Chain surveying

Preparing index plans, Location sketches, Ranging, Preparation of map, Heights of objects using

chain and ranging rods,Getting outline of the structures by enclosing them in

triangles/quadrilaterals, Distance between inaccessible points, Obstacles in chain survey.

Compass surveying

Measurement of bearings, Preparation of map, Distance between two inaccessible points by

chain and compass, Chain and compass traverse

Plane Table survey

Temporary adjustments of plane table and Radiation method, Intersection, Traversing and

Resection methods of plane tabling, Three-point problem

Leveling

Temporary adjustment of Dumpy level, Differential leveling, Profile leveling and plotting the

profile, Longitudinal and cross sectioning, Gradient of line and setting out grades, Sensitiveness

of Bubble tube

Contouring:

Direct contouring, Indirect contouring – Block leveling, Indirect contouring – Radial contouring,

Demonstration of minor Instruments.


PRACTICAL SUBJECT NAME: BUILDING PLANNING AND DRAWING


Foundations

Spread foundation for walls and columns; Footing for a RCC column, raft and pile foundations

Doors and Windows

Glazed and paneled doors of standard sizes; Glazed and paneled windows of standard sizes;

special windows and ventilators

Stairs

Proportioning and design of a dog-legged, open well RCC stair case for an office / Residential

building; Details of reinforcements for RCC stair cases; Plan and elevation of straight run,

quarter turn, dog-legged and open well stair cases.

Roofs Types of sloping roof, lean-to roofs, RCC roof with details of reinforcements

Trusses

King post and Queen post trusses.

Functional Design of Buildings

To draw the line diagram, plan, elevation and section of the following:

Residential Buildings (flat & pitched roofs), Office Buildings (flat roof), School.The designs

must show positions of various components including lift well and their sizes.

Introduction to drawing by using software package


PRACTICAL SUBJECT NAME: CONCRETE LAB


Tests on cement – specific gravity, fineness, soundness, normal consistency, setting time,

compressive strength on cement mortar Cubes.

Tests on fine aggregate – specific gravity, bulking sieve analysis, fineness modulus, moisture

content, bulk density, voids and Deleterious materials.

Tests on coarse aggregate-specific gravity, sieve analysis, fineness modulus, bulk density and

voids.

Tests on Fresh Concrete: Workability : Slump, Vee-Bee, Compaction factor tests

Tests on Fresh Concrete: Workability : Slump, Vee-Bee, Compaction factor tests

Hardened Concrete: Compressive strength on Cubes, Split tensile strength, Static modulus of

elasticity, Flexure

tests , Non destructive testing (Rebound hammer & Ultrasonic pulse velocity)

Mix Design- As per IS 10262(2009) method

JIS COLLEGE OF ENGINEERINGJIS COLLEGE OF ENGINEERING


AUTONOMY SYLLABUS

5TH SEMESTER




DETAILED AUTONOMY SYLLABUS OF CE501

PAPER NAME: STRUCTURAL DESIGN -I


TOTAL: 42 HRS

Module-I: [1L+1T]

Introduction: Principles of design of reinforced concrete members - Working stress and Limit

State method of design.

Module-II: [3L+3T]

Working stress method of design: Basic concepts and IS code provisions (IS: 456 2000)for

design against bending moment and shear forces - Balanced, under reinforced and over

reinforced beam/ slab sections; design of singly and doubly reinforced sections.

Module-III: [2L+2T]

Limit state method of design: Basic concepts and IS code provisions (IS: 456 2000) for design

against bending moment and shear forces; concepts of bond stress and development length; Use

of ‘design aids for reinforced concrete’ (SP: 16).

Module-IV: [3L+3T]

Analysis, design and detailing of singly reinforced rectangular, “T”,” L” and doubly reinforced

beam sections by limit state method.

Module-V: [2L+2T]

Design and detailing of one-way and two-way slab panels as per IS code provisions Module-VI: [2L+2T]

Design and detailing of continuous beams and slabs as per IS code provisions Module-VII: [2L+2T]

Staircases: Types; Design and detailing of reinforced concrete doglegged staircase Module-VIII: [3L+3T]

Design and detailing of reinforced concrete short columns of rectangular and circular cross sections under axial load. Design of short columns subjected to axial load with moments (uniaxial and biaxial bending) – using SP 16. Module-IX: [3L+3T]

Shallow foundations: Types; Design and detailing of reinforced concrete isolated square and Rectangular footing for columns as per IS code provisions by limit state method. Limit state method should be followed for serial number 4 to 9 as above as per IS 456 - 2000



PAPER NAME: QUANTITY SURVEYING, SPECIFICATION AND VALUATION

PAPER CODE: CE502 CONTACTS: 2L +2T = 4HRS CREDITS: 3

TOTAL: 40 HRS

Unit I: Different types of estimates, Concept of items of work, unit of measurement, unit rate of

payment. Quantity estimate of a single storied building. Bar bending schedule. Details of measurement

and calculation of quantities with cost, bill of quantities, abstract of quantities. Quantity estimate of Road,

Underground reservoir, Surface drain, Septic tank

Unit II: Analysis and schedule of rates for Earthwork, brick flat soling, DPC, PCC and RCC, brick work, plastering, flooring and Finishing.

Unit III: Specification of materials: Brick, cement, fine and coarse aggregates; Specification of works: PCC, RCC, First class brickwork, cement plastering and pointing, white washing, colour washing, distempering, lime punning, painting and varnishing Unit IV: Basic concept of Values and cost, gross income, outgoing, net income, scrap value, salvage value, market value, Book Value, Sinking fund, capitalized value, Year of purchase, depreciation, obsolescence, deferred income, freehold and leasehold property, Mortgage, rent fixation, valuation table. Objectives:

1) An introduction to quantity surveying

2) The capability to know analysis and schedule of rates

3) The ability to know specification of materials

4) An understanding about specification of works

5) The introduction to valuation

Scope:

1) Ability to describe about the quantity surveying 2) Ability to describe the analysis and schedule of rates 3) An ability to demonstrate the specification of materials 4) An ability to demonstrate about the specification of works 5) Ability to describe about the valuation

TEXT BOOKS:

1. Estimating, costing, Specification and Valuation in Civil Engineering by M. Chakraborty 2. Estimation and Costing by G.S Birdie

REFERENCE BOOKS: 1. Estimating and Costing in Civil Engineering” by B.N. Dutta, USB Publishers & Distributers

Civil Estimating, Costing and Valuation by Agarwal / Upadhay



PAPER NAME: STRUCTURAL ANALYSIS - II

PAPER CODE: CE503 CONTACTS: 2L +2T = 4HRS CREDITS: 3

TOTAL: 40 HRS

Unit-I: Analysis of two hinged and rigid arches, Suspension bridges with two hinged stiffening girder,

redundant frames, Consistent Deformation methods, strain energy method.

Unit-II: Slop Deflection Method: Continuous beams and portals by slope deflection due to load,

settlements and temperature variation.

Unit-III: Moment-distribution method. Continuous beams and portals frame by moment distribution due

to load, settlements and temperature variation.

Unit-IV: Flexibility Method: Elemental flexibility matrices of bar elements, formation of structural

flexibility matrix from the elemental ones. Solution of trusses and rigid portals. Stiffness Method:

Member stiffness matrix, stiffness matrix equation; solution of trusses and rigid portals.

Unit-V: Influence lines for propped cantilevers, continuous beams and two hinged arches. Muller-

Breslau’s principle. Introduction to Finite element technique.

Objectives

To understand the behavior of indeterminate structures

To know the concepts of elastic analysis and plastic analysis

To understand the concepts of matrix analysis of structures.

Text Books:

Indeterminate Structural Analysis by C. K. Wang

Reference Books:

Jain, O.P. and Jain, B.K. (2009), Theory and Analysis of Structures, Vol. I and II”, Nem Chand

and Bros, Roorkee.

Fundamental of Structural Analysis by Leet.

Vazirani, V.N., Ratwani, M.M., and Duggal, S.K. (2010), Analysis of Structures, Vol. 1 and 2,

17th edition, Khanna Publishers, New Delhi.



PAPER NAME: FOUNDATION ENGINEERING


TOTAL: 36 HRS

Module-1: [3L+1T]

Earth Pressure Theories: - Plastic equilibrium of soil, Earth pressure at rest, Active & passive

Earth pressure, Rankin’s & Coulombs earth pressure theories, wedge method of analysis,

estimation of earth pressure by graphical construction ( Culmann method).

Module-2: [6L+2T]

Retaining Wall & sheet pile structures: Proportions of retaining walls, stability checks,

cantilever and anchored sheet piles, free earth and fixed earth method of analysis of anchored

bulk heads, coffer dam structures types.

Module-3: [3L+1T]

Stability of slopes: Analysis of finite and infinite slopes, Swedish And friction circle method,

Taylor’s stability number, Bishop’s method of stability analysis.

Module-4: [3L+1T]

Site Investigation & Soil Exploration: Planning of sub-surface explanation, methods,

sampling, samples, Insitu tests: SPT, SCPT, DCPT, field vane shear, Plate load test.

Module-5: [3L+1T]

Shallow foundations : Safe bearing capacity, Terzaghi’s bearing capacity theory, effect of depth of embedment, water table, eccentricity of load, foundation shape on bearing capacity, Bearing capacity as per 1S 6403 Module-6: [3L+1T]

Settlement analysis of shallow foundation: Immediate and consolidation settlement, correction for rigidity and dimensional effects, settlement in various types of soil, IS-1904 and 8009 recommendations, Allowable bearing capacity Module-7: [6L+2T] Deep foundations: Pile: Types, load transfer mechanism Determination of load carrying capacities of piles by static and dynamic formulae, Recommendations of IS 2911, Pile group: Group efficiency, Negative skin friction, pile load test.


DETAILED AUTONOMY SYLLABUS OF CE505A

PAPER NAME: HYDRAULICS

PAPER CODE: CE505A CONTACTS: 3L +1T =4HRS CREDITS: 4

TOTAL: 36 HRS

Module-1: [3L+1T]

Diversion Head works: Necessity, Difference between weir and Barrage, Type of Weirs, Selection of site, layout and description of each part, Effects of construction of a weir on the river regime, causes of failure of weirs on permeable foundation and their remedies Module-2: [6L+2T]

Theories of seepage and Design of weirs and Barrages: Failure of Hydraulic Structures Founded on Pervious foundations: i) By piping ii) By Direct uplift, Bligh’s creep theory of seepage flow, Khosla’s theory & concept of flow nets, concept of exit gradient and critical exit gradient, Khosla’s method of independent variable for determination of pressures and exit gradient for seepage below a weir or a barrage, necessary corrections, examples Module-3: [3L+1T]

Hydraulic structures for canals: Canal falls – necessity, locations, types and description of Ogee fall, Trapezoidal-notch fall, Syphon well drop. Examples. Module-4: [3L+1T]

Cross-Drainage Works: Necessity, types, selection of a suitable type (Introduction only)

Module-5: [6L+2T]

Dam (General): Definition, classification of Dams, factors governing selection of type of dam, selection of suitable site for a dam. Earthen Dams: Introduction, Types of Earthen Dams, Methods of Construction, Causes of failure, Design Criteria, Determination of line of seepage or phreatic line in Earthen Dam, seepage control in Earthen Dam, Examples.

Module 6: [6L+2T]

Gravity Dam: Definition, Typical cross- section, Forces acting on Gravity Dam, Combination of forces for design, Mode of failure and criteria for structural stability of Gravity Dams, Principal and shear stresses. Elementary profile of a Gravity Dam, Concept of High and low Gravity Dam, Examples.


DETAILED AUTONOMY SYLLABUS OF CE505B

PAPER NAME: WATER SUPPLY AND PLUMBING

PAPER CODE: CE505B CONTACTS: 2L +2T = 4HRS CREDITS: 3

TOTAL: 40 HRS

Unit I: Water Demands and Importance Necessity of Planned Water Supply. – Various Types of Water

Demands, Water Requirements of a town or a city,The Per Capita Demand ,Factors affecting per Capita

Demands,Variations in Demands, Effects of Variations in Demand on the Design Capacities of Different

Components of a Water Supply Scheme,Design Periods,Population Data and Population

Growth,Population Forecasting Method

Unit II: Sources of Water and Study of Sources of Water -Hydrologic Cycle, Precipitation, Types of

Precipitation, Rainfall and Measurement, Average Annual Rainfall, Minimum Rainfall, Index of Wetness,

Run off and Estimation of Run off, Surface Sources of water, Subsurface Sources of Water, Development

of Ground Water,Various Forms of Underground Sources,Wells, Open Wells,,Dug Well, Tube

Wells,Comparative Study of Surface and Subsurface Supplies

Unit III: Intake Structure – Definition and Introduction,Types of Conduits, Hydraulics of Flow and

Design of Pressure Pipes as Gravity Mains,Flow in Pipe System, Various types of Pipe System,Pipe

Appurtenances

Unit IV: Conduits for Transporting Water-Definition and Introduction,Types of Conduits, Hydraulics of

Flow and Design of Pressure Pipes as Gravity Mains,Flow in Pipe System, Various types of Pipe

System,Pipe Appurtenances

Unit V: Water Quality - Characteristics of Water, Water Borne Diseases and their control

Quality Standards for Municipal and Industrial Supply.

Unit -VI Purification of Water Supplies-Screening, Course and Fine Screens,Theory of Sedimentation,

Sedimentation Tanks,Sedimentation Aided with Coagulation ,Analysis of Flocculent Settling,Chemicals

used for Coagulation, Coagulation Sedimentation Plant. Sedimentation Tank, Filtration, Filter Material,

Types of Filters, Rapid Gravity Filter, Slow Sand Filter, Rapid Gravity Filter and Pressure Filter.

Disinfection Methods, Chlorination, Methods of Removing Temporary Hardness and Permanent

Hardness, Removal of Iron, Manganese, De-fluoridation of Water, Removal of Radioactive from water,

Desalination of Brakish Water.

Unit -VII Distribution System, Layouts of Distribution System, Requirements, Arrangement of

Distribution Pipes and Other Accessories, Method of Distribution System, Pressure in Distribution

System, Systems of Supply

Unit -VIII Water Supply Plumbing Systems in Buildings and Houses, Plumbing Systems in Water

Supplies, The House Water Connections, Stop Cocks, Water Taps and Bib Cocks, Pipe Fittings, Pipe

Fittings, Storage of Water Buildings, Design Considerations for Water Piping Systems


Scope:

Water Demands ,Necessity and Estimate the Resources

Proper Distribution System.

Quality and Maintenance

Water Supply Plumbing Systems

Objectives

To inculcate the essentials of Civil Engineering field to the students of all branches of

Engineering

To provide the students an illustration of significance of the civil engineering practices.

Text Books:

1. S.K. Garg, Water Supply Engineering, Khanna Pub

Reference Books:

1. S.K. Duggal, Surveying Volume I, The Mc Graw Hill Publishing Company, New Delhi.

2. A. K. Chatterjee, Water Supply , Waste Disposal & Environmental Pollution Engineering, S.

Chand & Company Ltd. Khanna Pub

3. 3. G. S. Birdi, Water Supply and Sanitary Engineering,



PRACTICAL SUBJECT NAME: SURVEY PRACTICE - II

PAPER CODE: CE591 CONTACTS: 3P = 3HRS CREDITS:

2

MODULE NO CONTENT TEACHING HOURS

1 Study of Transit Theodolite Measurement of horizontal angle by

repetition method Measurement of horizontal angle by

reiteration method Measurement of vertical angle Setting out work Simple Curve (Right-

Handed) Theodolite traversing-included angle

method



PRACTICAL SUBJECT NAME: SOIL MECHANICS LAB-I


1. Field identification of different types of soil as per Indian standards [collection of field

samples and identifications without laboratory testing], determination of natural moisture

content.

2. Determination of specific gravity of i) Cohesion less ii) cohesive soil

3. Determination of In situ density by core cutter method & sand replacement method.

4. Grain size distribution of cohessionless soil by sieving & fine-grained soil by hydrometer

analysis.

5. Determination of Atterberg’s limits (liquid limit, plastic limit & shrinkage limit).

6. Determination of coefficient of permeability by constant head permeameter (coarse grained

soil) & variable head permeameter (fine grained soil).

7. Determination of compaction characteristics of soil.


DETAILED AUTONOMY SYLLABUS OF CE593 PRACTICAL SUBJECT NAME: CIVIL ENGINEERING LAB

CODE: CE 593

CREDITS: 2

L: 0; T: 0; P: 3

Determination of physical properties of bricks:

Size, shape, weight, water absorption, efflorescence test, crushing strength test

Determination of physical properties of Coarse Aggregate:

Abrasion, Crushing and Impact Test of Coarse Aggregate

Determination of physical properties of Structural Steel:

Stress Strain Behavior for the tensile test of Mild Steel and HYSD Bar

Structural Behavior of RC Beam:

Load deflection behavior of flexural beam member for flexure

Survey using Total Station

RDM(Remote Distance Measurement), REM(Remote Elevation Measurement), Horizontal &

Vertical Angle determination using Total Station


DETAILED AUTONOMY SYLLABUS OF CE581 PRACTICAL SUBJECT NAME: PRESENTATION SKILL

CODE: CE 581

CREDITS: 2, L: 0; T: 0; P: 2

Unit-1:

Preparation of presentation: What, how, for whom, structure, principles and presentation technique, business presentation

specifications, Report Writing, Developing Effective Presentation Skills.

Oral Presentation: Principles of oral presentation, factors affecting presentation, sales

presentation, training presentation, conducting surveys, speeches to motivate, effective

presentation skills.

Power Point Presentation: Craft your message, Make a visuals, Include proper Content of your

presentation.

Unit-2:

Verbal & Nonverbal communication during presentation Verbal communication: jawbreakers, argumentation, usable and unsuitable phrases

Communication skills – listening, empathic reaction, how to question, stealing the show, opening

door question Conflict situation solving, attack from the audience – communication skills as a

work experience, vicious circle of attack and defense

Nonverbal communication: how to manage stress, what to do with hands, legs, activating the

audience with nonverbal communication, body language

Unit-3:

Project Submission & Feedback Work with audience: ice-breaking, get them in the mood, work with emotions, visualization

tools, nonstandard situations Improvisation and unprepared presentations Personal typology,

professional typology, social aspect, man-woman view.

Feedback: appreciation and critique, Paradigm of human cooperation – why there could be

problems to start the communication and what to do with it – Defense against manipulation, how

to say NO, stress management, Image and etiquette

Unit-4:

Advanced Techniques in Technical Communication Interview through telephone/video-conferencing; Power-point presentation: structure and format;

Using e-mail for business communication; Standard e-mail practices; Language in e-mail; Using

internet for collecting information; Referencing while using internet materials for project reports;

Writing for the media.


AUTONOMY SYLLABUS FOLLOWED

FROM 2013




Content/Structure

FIRST SEMESTER

1st Semester

Theory

Contacts hours per week Credit

Point

Marks

Code Subject L T P Total Category TA CT Total

Internal ESE TOTAL

HU101 PROFESSIONAL

COMMUNICATION 2 0 0 2 2 HS

15 15 30 70 100

PH101 BASIC PHYSICS 3 1 0 4 4 BS 15 15 30 70 100

M101 MATHEMATICS-I 3 1 0 4 4 BS 15 15 30 70 100

ECE101 BASIC ELECTRONIC

ENGINEERING 3 1 0 4 4 ES

15 15 30 70 100

ME 101 ENGG.

MECHANICS 3 1 0 4 4 ES

15 15 30 70 100

Total Theory 18 18 NONE

Practical Contacts hours per

week Credit Point

NONE Marks

Code Subject L T P Total NONE TA CT Total

Internal ESE TOTAL

PH191 PHYSICS 0 0 3 3 2 BS 20 20 40 60 100

ECE191 BASIC ELECTRONIC

ENGINEERING 0 0 3 3 2 ES

20 20 40 60 100

ME194 ENGG. GRAPHICS 1 0 3 4 3 ES 20 20 40 60 100

NONE

Total Practical 10 7 NONE NONE SESSIONAL Credit

Point NONE

L T P Total NONE

TA CT Total Internal

ESE TOTAL

HU181 LANGUAGE LABORATORY

0 0 2 2 1 HS 20 20 40 60 100

XC181

EXTRA CURRICULAR ACTIVITIES

(NCC/NSS/NSO etc)

0 0 2 2 1 MC 100

NONE

Total of Sessional 4 2 NONE

NONE Total of Semester 32 27


SECOND SEMESTER

2nd Semester NONE

Theory Contacts hours per week Credit Point

NONE Marks


Internal ESE TOTAL

CS201

BASIC COMPUTATION &

PRINCIPLES OF COMPUTER

PROGRAMMING

2 1 0 3 2 ES 15 15 30 70 100

CH201 CHEMISTRY 3 1 0 4 4 BS 15 15 30 70 100

M201 MATHEMATICS-II 3 1 0 4 4 BS 15 15 30 70 100

EE201 BASIC ELECTRICAL

ENGINEERING 2 1 0 3 2 ES 15 15 30 70 100

ME201

ENGINEERING THERMODYNAMICS

& Fluid mechanics

2 2 0 4 3 ES 15 15 30 70 100

Total Theory 18 15 NONE

Practical Contacts hours per week Credit Point

NONE Marks


Internal ESE TOTAL

CS291

BASIC COMPUTATION &

PRINCIPLES OF COMPUTER

PROGRAMMING

0 0 2 2 1 ES 20 20 40 60 100

CH291 CHEMISTRY 0 0 3 3 2 BS 20 20 40 60 100

EE291 BASIC ELECTRICAL

ENGINEERING 0 0 2 2 1 ES 20 20 40 60 100

ME293 WORKSHOP

PRACTICE 0 0 3 3 2 ES 20 20 40 60 100

Total Practical 0 0 10 6 NONE

Total Semester 28 21 NONE


THIRD SEMESTER

3rd Semester NONE

Theory Contacts hours per week NONE Marks

Code Subject L T P Total Credit Point

NONE TA CT Total

Internal ESE TOTAL

M(CE)-301

Numerical Methods 2 2 0 3 3 ES 15 15 30 70 100

PH(CE)-301

Advanced Physics 3 0 0 3 3 BS 15 15 30 70 100

CE-301 Surveying-I 2 2 0 4 3 PC 15 15 30 70 100

CE-302 Solid Mechanics 2 2 0 4 3 PC 15 15 30 70 100

CE-303 Building Material and Construction

2 2 0 4 3 PC 15 15 30 70 100

CE-304 Engineering

Geology 2 1 0 3 2 PC 15 15 30 70 100

Total Theory 18 3 0 21 17 NONE


NONE Marks


Internal ESE TOTAL

M-391 Numerical Methods 0 0 2 2 1 ES 20 20 40 60 100

CE-392 Solid Mechanics 0 0 3 3 2 PC 20 20 40 60 100

CE-394 Geology &

Construction Materials Lab

0 0 2 2 1 PC 20 20 40 60 100

PH-391 Physics Lab 0 0 2 2 1 BS 20 20 40 60 100

Total Practical 0 0 9 9 5 NONE



FOURTH SEMESTER

4th Semester NONE


NONE Marks


Internal ESE TOTAL

MC (HU)-401

Values and Ethics in Profession

3 0 0 3 3 MC 15 15 30 70 100

M-401 Mathematics-III 3 1 4 4 BS 15 15 30 70 100

CE-401 Structural Analysis 2 2 0 4 3 PC 15 15 30 70 100

CE-402 Concrete Technology 2 2 0 4 3 PC 15 15 30 70 100

CE-403 Surveying-II 2 2 0 4 3 PC 15 15 30 70 100

CE-404 Soil Mechanics-I 2 2 0 4 3 PC 15 15 30 70 100



NONE Marks


Internal ESE TOTAL

CE-491 Surveying Practice-I 0 0 3 3 2 PC 20 20 40 60 100

CE-492 Building Planning

and Drawing 0 0 3 3 2 PC 20 20 40 60 100




FIFTH SEMESTER

5th Semester NONE

Theory Contacts hours per week NONE Marks

Code Subject L T P Total Credit Point

NONE


ESE TOTAL

MC-501 Environmental

Studies 3 0 0 3 3 MC 15 15 30 70 100

CE501 Structural Design-I 2 2 0 4 3 PC 15 15 30 70 100

CE502 Quantity Surveying,

specification and valuation

2 2 0 4 3 PC 15 15 30 70 100

CE503 Soil Mechanics-II 2 2 0 4 3 PC 15 15 30 70 100

CE(ME)-504

Fluid Mechanics 2 2 0 4 3 ES 15 15 30 70 100

HU501 Economics for

engineers 3 1 0 4 4 HS 15 15 30 70 100



NONE Marks

Subject L T P Total NONE TA CT Total

Internal ESE TOTAL

CE591 Surveying Practice-II 0 0 3 3 2 PC 20 20 40 60 100

CE(ME)-594

Fluid Mechanics 0 0 3 3 2 ES 20 20 40 60 100

CE592 Concrete Technology

lab 0 0 3 3 2 PC 20 20 40 60 100

CE593 Soil mechanics Lab-I 0 0 3 3 2 PC 20 20 40 60 100




SIXTH SEMESTER

6th Semester NONE

Theory Contacts hours per week

Credit Point

NONE Marks

Code Subject L T P Total NONE


ESE TOTAL

CE601 Transportation

engineering 2 2 0 4 3 PC 15 15 30 70 100

CE602 Structural Design-II 2 2 0 4 3 PC 15 15 30 70 100

CE603 Environmental

engineering 2 2 0 4 3 PC 15 15 30 70 100

CE604 Foundation Engineering

2 2 0 4 3 PC 15 15 30 70 100

CE605 Open Elective - I 3 0 0 3 3 OE 15 15 30 70 100

A. Operation

Research OE

B. Human Resource

Management OE

C. Materials

Handling OE



NONE Marks


Internal ESE TOTAL

CE691 Transportation And

Highway Engineering Lab

0 0 3 3 2 PC 20 20 40 60 100

CE692 Structural design

/Drawing-II 0 0 3 3 2 PC 20 20 40 60 100

CE693 Computer

programming in Civil Engineering

0 0 2 2 1 PC 20 20 40 60 100

CE694 Soil Mechanics Lab-II 0 0 3 3 2 PC 20 20 40 60 100

Total Practical 0 0 11 11 7 NONE



SEVENTH SEMESTER

7th Semester NONE


NONE Marks


Internal ESE TOTAL

CE701 Water Resource

Engineering 2 2 0 4 3 PC 15 15 30 70 100

CE702 Professional Elective-

I 3 0 0 3 3 PE 15 15 30 70 100

A. Bridge

Engineering PE

B. Prestressed

Engineering PE

C. Advanced

Transportation Engineering

PE

CE703 Construction Planning and Management

2 2 0 4 3 PC 15 15 30 70 100

CE704 Open Elective - II 3 0 0 3 3 OE 15 15 30 70 100

A.Engineering

Materials OE

B. Electrical and

Electronic Measurement

OE



NONE Marks


Internal ESE TOTAL

CE791 Environmental

Engineering Lab 0 0 3 3 2 PC 20 20 40 60 100

CE792 Project work-I 0 0 6 6 4 PW 100

CE793 Seminar 0 0 3 3 2 PW 100

CE794 Industrial training 0 0 0 0 2 PW 100

CE795 Open Elective Lab - II 1 0 3 4 3 OE 20 20 40 60 100

Total Practical 16 13 NONE



EIGHTTH SEMESTER

8th Semester NONE


NONE Marks


Internal ESE TOTAL

CE801 Professional

Elective-II 3 0 0 3 3 PE 15 15 30 70 100

A. Structural Dynamics abd

Earthquake Engineering

PE

B. Finite Element

Analysis PE

C. Water Resource Management and

Planning PE

D. Dynamics of Soil

and Foundations PE

CE802 Professional Elective-III

3 0 0 3 3 PE 15 15 30 70 100

A. Ground

Improvement

PE

B. Environmental

Pollution

PE

C. Pavement Design

PE

D. Advance Foundation Engineering

PE

CE803 Professional Elective-IV

3 0 0 3 3 PE 15 15 30 70 100

A. Hydraulic

Structure

PE

B. Advanced

Structural Analysis

PE

C. Remote Sensing

and GIS PE

HU801 Principles of

Management 3 0 0 3 3 HS 15 15 30 70 100



NONE Marks


Internal ESE TOTAL

CE891 Project work-II 0 0 12 12 6 PW 100

CE892 Grand viva 0 0 0 0 3 PW 100


HU(CE)891 Group Discussion 0 0 3 3 2 PW 100



Detailed Syllabus Professional Communication

HU 101 Contacts: 2L Credits: 2 COURSE OBJECTIVE: COURSE OBJECTIVES: The subject aims to provide the student with 1) An introduction of Elements of Written Communication 2) The capability to know about the Value-based Text Reading 3) The ability to know about the Fundamentals of Technical Communication 4) An understanding about the Forms of Technical Communication 5) The capability to describe about the Presentation Strategies LEARNING OUTCOME:. 1) Ability to Describe the Elements of Written Communication 2) Ability to Recognize basic Value-based Text Reading 3) Ability to Express Fundamentals of Technical Communication 4) Ability to Choose appropriate Forms of Technical Communication 5) Ability to Design programs that Presentation Strategies Professional Communication

Elements of Written Communication: words and phrases, word formation, synonyms and

antonyms, homophones, one word substitution, sentence construction, paragraph construction,

tense,preposition, creative writing, voice change .8L

Value-based Text Reading : 4

(A) Study of the following essays from the text book with emphasis on writing skills:

1. The Thief by Ruskin Bond

2. The Open Window by Saki

3. Marriage is a private Affair by Chinua Achebe

4. The Moon in the Earthen Pot by Gopini Karunakar


Fundamentals of Technical Communication : process of communication, language as a tool of

communication, levels of communication , flow of communication, barriers to communication,

communication across cultures; Technical Communication: meaning, significance,

characteristics, difference between technical and general communication. 4

Forms of Technical Communication: business letters, job application letter and resume,

business letters: sales & credit letters, letters of enquiry, letters of quotation, order, claim and

adjustment letters, official letters: D.O. letters, government letters, letters to authorities, etc. ,

Technical Reports: general format of a report, formal and informal reports, memo report,

progress report, status report, survey report, trip report, trouble report, laboratory report, research

papers, dissertations and theses.Technical Proposals: purpose, characteristics, types, structure.

8

Presentation Strategies: defining the subject, scope and purpose, analysing audience & locale,

collecting materials, preparing outlines, organising the contents, visual aids, nuances of delivery,

extemporaneous, manuscripts, impromptu, memorization and nonverbal strategies.

6

References: 1. Board of Editors: Contemporary Communicative English for Technical Communication Pearson Longman,2010 2. Dr. D. Sudharani: Manual for English Language Laboratory Pearson Education (W.B. edition), 2010 3. Technical Communication Principles and Practice by Meenakshi Raman, Sangeeta Sharma( Oxford Higher Education ) 4. Effective Technical Communication by Barun K.Mitra( Oxford Higher Education ) 5. V. Sashikumar (ed.): Fantasy- A Collection of Short Stories Orient Black swan (Reprint 2006)


Basic Electronics Engneering EC101 Contact: 3L+1T Credits: 4 COURSE OBJECTIVE: COURSE OBJECTIVES: The subject aims to provide the student with: 1) An introduction of Semiconductors 2) The capability to know about the Bipolar Junction Transistors 3) The ability to know about the Field Effect Transistors 4) The capability to describe about the Feed Back Amplifier (basic concept), Oscillators and Operational Amplifiers

LEARNING OUTCOME: 1) Ability to Describe the Semiconductors 2) Ability to Recognize Bipolar Junction Transistors 3) Ability to Explain about the Field Effect Transistors 4) Ability to Choose appropriate Feed Back Amplifier (basic concept), Oscillators and Operational Amplifiers . Semiconductors: Conductors, Semiconductors and Insulators, electrical properties, band diagrams. Intrinsic and extrinsic, energy band diagram, electrical conduction phenomenon, P-type and N-type semiconductors, drift and diffusion carriers. Diodes and Diode Circuits Formation of P-N junction, energy band diagram, built-in-potential forward and reverse biased P-N junction, formation of depletion zone, V-I characteristics, Zener breakdown, Avalanche breakdown and its reverse characteristics; Junction capacitance and Varactor diode. Simple diode circuits, load line, linear piecewise model; Rectifier circuits: half wave, full wave, PIV, DC voltage and current, ripple factor, efficiency, idea of regulation. 10 Bipolar Junction Transistors: Formation of PNP / NPN junctions, energy band diagram; transistor mechanism and principle of transistors, CE, CB, CC configuration, transistor characteristics: cut-off active and saturation mode, transistor action and current amplification factors for CB and CE modes. Biasing and Bias stability. 6 Field Effect Transistors: Concept of Field Effect Transistors (channel width modulation), Gate isolation types, JFET Structure and characteristics, MOSFET Structure and characteristics, depletion and enhancement type; CS, CG, CD configurations; CMOS: Basic Principles. 8 Feed Back Amplifier (basic concept), Oscillators and Operational Amplifiers: Concept (Block diagram), properties, positive and negative feedback, loop gain, open loop gain, feedback factors; topologies of feedback amplifier; effect of feedback on gain, output impedance, input impedance, sensitivities (qualitative), bandwidth stability; effect of positive feedback, instability and oscillation, condition of oscillation, Barkhausen criteria.Introduction to integrated circuits: Introduction to binary number; Basic Boolean algebra; Logic gates and function realization. Reference Books: • Millman & Halkias: Integrated Electronics. • Sedra & Smith: Microelectronics Engineering


• Malvino: Electronic Principle. • Schilling & Belove: Electronics Circuits. • Millman & Grabal: Microelectronics. • Salivahanan: Electronics Devices & Circuits. • Boyelstad & Nashelsky: Electronic Devices & Circuit Theory.


LANGUAGE LABORATORY Code: HU181 Credits -1 a) Honing ‘Listening Skill’ and its sub skills through Language Lab Audio device; 3

b) Honing ‘Speaking Skill’ and its sub skills; 2 c) Helping them master Linguistic/Paralinguistic features (Pronunciation/Phonetics/Voice modulation/Stress/ Intonation/ Pitch &Accent) of connected speech; 2P j) Honing ‘Conversation Skill’ using Language Lab Audio –Visual input; Conversational Practice Sessions (Face to Face / via Telephone , Mobile phone & Role Play Mode); 2 k) Introducing ‘Group Discussion’ through audio –Visual input and acquainting them with keystrategies for success; 2 f) G D Practice Sessions for helping them internalize basic Principles (turn- taking, creative intervention, by using correct body language, courtesies & other soft skills) of GD; 4 g) Honing ‘Reading Skills’ and its sub skills using Visual / Graphics/Diagrams /Chart Display/Technical/Non Technical Passages; Learning Global / Contextual / Inferential Comprehension; 2 h) Honing ‘Writing Skill’ and its sub skills by using Language Lab Audio –Visual input; Practice Sessions 2 References: Dr. D. Sudharani: Manual for English Language Laboratory Pearson Education (WB edition),2010 Board of Editors: Contemporary Communicative English for Technical Communication,Pearson Longman, 2010


Basic Electronics Engneering EC191 Contact: 3P Credits: 2 Familiarisation with passive and active electronic components such as Resistors, Inductors, Capacitors, Diodes, Transistors (BJT, FET) and electronic equipment like DC power supplies, multimeters etc. Familiarisation with measuring and testing equipment like CRO, Signal generators etc. Study of I-V characteristics of Junction diodes. Study of I-V characteristics of Zener diodes. Study of Half and Full wave rectifiers with Regulation and Ripple factors. Study of I-V characteristics of BJTs (CE, CB). Study of I-V characteristics of FETs (CS, CD).


Basic Computation and Principles of Computer Programming CS 201 Contacts: 3L + 1T = 4 Credits: 4

COURSE OBJECTIVE: COURSE OBJECTIVES: The subject aims to provide the student with: 1) An introduction of Fundamentals of Computer: 2) The capability to know about the C Fundamentals: 3) The ability to know about the Operators & Expressions: 4) An understanding about the Flow of Control: 5) The capability to describe about the Fundamentals and Program Structures: 6) An understanding about the Arrays and Pointers: 7) An introduction about the Structures Union and Files:

LEARNING OUTCOME: 1) Ability to Describe the compiler, edit, debug and execute cycle. 2) Ability to Recognize basic data types, variables, constants, operators and expressions. 3) Ability to Explain control flow including selection, iteration and function calls. 4) Ability to Choose appropriate conditional and iteration constructs for a given programming 5) Ability to Design programs that use compound data types: array, structs, strings. 6) Ability to Understand dynamic memory allocation and static memory allocation. 7) Ability to Describe various simple problem solving techniques.

Fundamentals of Computer: History of Computer, Generation of Computer, Classification of Computers 2 Basic Anatomy of Computer System, Primary & Secondary Memory, Processing Unit, Input & Output devices 3

Binary & Allied number systems representation of signed and unsigned numbers. BCD, ASII. Binary Arithmetic & logic gates 6 Assembly language, high level language, compiler and assembler (basic concepts) 2 Basic concepts of operating systems like MS DOS, MSWINDOW, UNIX, Algorithm & flow chart 2 C Fundamentals: The C character set identifiers and keywords, data type & sizes, variable names, declaration, statements 3


Operators & Expressions: Arithmetic operators, relational and logical operators, type, conversion, increment and decrement operators, bit wise operators, assignment operators and expressions, precedence and order of evaluation. Input and Output: Standard input and output, formatted output -- printf, formatted input scanf. 5 Flow of Control: Statement and blocks, if -else, switch, loops -while, for do while, break and continue, go to and labels 2 Fundamentals and Program Structures: Basic of functions, function types, functions returning values, functions not returning values, auto, external, static and register variables, scope rules, recursion, function prototypes, C preprocessor, command line arguments. 6 Arrays and Pointers: One dimensional arrays, pointers and functions, multidimensional arrays. 6 Structures Union and Files: Basic of structures, structures and functions, arrays of structures, bit fields, formatted and unformatted files. 5 Reference Books: Introduction To Computing E. Balagurusamy,TMH The Elements of Programming StyleYourdon, E. Techniques of Program Structures and DesignSchied F.S. Theory and Problems of Computers and ProgrammingGottfried Programming with C SchaumKerninghan B.W. & Ritchie D.M. The C Programming LanguageRajaraman V. Fundamental of Computers Balaguruswamy Programming in C Kanetkar


Basic Electrical Engineering Code: EE 201 Contacts: 3L + 1T Credits: 3 COURSE OBJECTIVE: COURSE OBJECTIVES: The subject aims to provide the student with: 1) An introduction of Fundamentals of Electrostatics 2) The capability to know about the DC Network Theorem 3) The ability to know about the Electromagnetism 4) An understanding about the DC Machines 5) The capability to describe about the AC Fundamentals 6) An understanding about the Single Phase Transformer 7) An introduction about the phase Induction Motor 8) An introduction about the Three Phase System 9) An understanding about the General Structure of an Electrical Power System LEARNING OUTCOME: 1) Ability to Describe about the Electrostatics 2) Ability to Recognize basic DC Network Theorem 3) Ability to Explain about the Electromagnetism 4) Ability to Choose appropriate DC Machines 5) Ability to Describe about the AC Fundamentals 6) Ability to Understand about the Single Phase Transformer 7) Ability to Describe about the phase Induction Motor 8) Ability to Describe about the Three Phase System 9) Ability to Explain about the General Structure of an Electrical Power System Electrostatics: Coulomb’s law, Electric Field Intensity, Electric field due to a group of charges,

continuous charge distribution, Electric flux, Flux density, Electric potential, potential

difference, Gauss’s law, proof of gauss’s law, its applications to electric field and potential

calculation, Capacitor, capacitance of parallel plate capacitor, spherical capacitor, isolated

spheres, concentric conductors, parallel conductors. Energy stored in a capacitor. 5L

DC Network Theorem: Definition of electric circuit, network, linear circuit, non-linear circuit,

bilateral circuit, unilateral circuit, Dependent source, Kirchhoff’s law, Principle of superposition.

Source equivalence and conversion, Thevenin’s Theorem, Norton Theorem, nodal analysis, mesh

analysis, star-delta conversion. Maximum power transfer theorem with proof.

7L

Electromagnetism: Biot-savart law, Ampere’s circuital law, field calculation using Biot-savart

& ampere’s circuital law. Magnetic circuits, Analogous quantities in magnetic and electric


circuits, Faraday’s law, Self and mutual inductance. Energy stored in a magnetic field, B-H

curve, Hysteretic and Eddy current losses, Lifting power of Electromagnet. 5L

DC Machines: Construction, Basic concepts of winding (Lap and wave). DC generator: Principle of operation, EMF equation, characteristics (open circuit, load) DC motors: Principle of operation, Speed-torque Characteristics (shunt and series machine), starting (by 3 point starter), speed control (armature-voltage and field control). 6L

AC Fundamentals: Production of alternating voltage, waveforms, average and RMS values,

peak factor, form factor, phase and phase difference, phasor representation of alternating

quantities, phasor diagram, behaviour of AC series, parallel and series parallel circuits, Power

factor, Power in AC circuit, Effect of frequency variation in RLC series and parallel circuits,

Resonance in RLC series and parallel circuit, Q factor, band width of resonant circuit. 6

Single Phase Transformer: Core and shell type construction, EMF equation, no load and on

load operation, phasor diagram and equivalent circuit, losses of a transformer, open and short

circuit tests, regulation and efficiency calculation. 4

phase Induction Motor: Types, Construction, production of rotating field, principle of

operation, equivalent circuit and phasor diagram, rating, torque-speed characteristics (qualitative

only). Starter for squirrel cage and wound rotor induction motor. Brief introduction of speed

control of 3 phase induction motor (voltage control, frequency control, resistance control)

5

Three Phase System: Voltages of three balanced phase system, delta and star connection, relationship between line and phase quantities, phasor diagrams. Power measurement by two watt meters method. 3

General Structure of an Electrical Power System: Power generation to distribution through

overhead lines and under-ground cables with single line diagram. 1

Text books:

1. Basic Electrical engineering, D.P Kothari & I.J Nagrath, TMH, Second Edition

2. Fundamental of electrical Engineering, Rajendra Prasad, PHI, Edition 2005.

3. Basic Electrical Engineering, V.N Mittle & Arvind Mittal, TMH, Second Edition

4. Basic Electrical Engineering, J.P. Tewari, New age international publication

Reference books:

1. Basic Electrical Engineering (TMH WBUT Series), Abhijit Chakrabarti & Sudipta Nath,

TMH

2. Electrical Engineering Fundamental, Vincent.D.Toro, Pearson Education, Second Edition.


2. Hughes Electrical & Electronics Technology, 8/e, Hughes, Pearson Education.

3. Basic Electrical Engineering, T.K. Nagsarkar & M.S. Sukhija, Oxford

4. Introduction to Electrical Engineering, M.S. Naidu & S, Kamakshaiah, TMH

5. Basic Electrical Engineering, J.J. Cathey & S.A Nasar, TMH, Second Edition.


Basic Electrical Engineering Lab Code: EE 291 Contacts: 3 Credits: 2 List of Experiments: 1. Characteristics of Fluorescent lamps 2. Characteristics of Tungsten and Carbon filament lamps 3. (a) Verification of Thevenin’s theorem. (b) Verification of Norton’s theorems. 4. Verification of Maximum power theorem. 5. Verification of Superposition theorem 6. Study of R-L-C Series circuit 7. Study of R-L-C parallel circuit 8. Calibration of ammeter and voltmeter. 9. Open circuit and Short circuit test of a single phase Transformer. 10. No load characteristics of D.C shunt Generators 11. Starting and reversing of speed of a D.C. shunt 12. Speed control of DC shunt motor. 13. Measurement of power in a three phase circuit by two wattmeter method


Basic Computation & Principles of Computer Programming Lab Code: CS 291 Contacts: Credits: 2 Exercises should include but not limited to: 1.DOS System commands and Editors ( Preliminaries) 2.UNIX system commands and vi ( Preliminaries) 3.Simple Programs: simple and compound interest. To check whether a given number is a palindrome or not, evaluate summation series, factorial of a number , generate Pascal’s triangle, find roots of a quadratic equation 4.Programs to demonstrate control structure : text processing, use of break and continue, etc. 5.Programs involving functions and recursion 6.Programs involving the use of arrays with subscripts and pointers 7.Programs using structures and files.


Values & Ethics In Profession MC(HU)-301 Contracts: 2L Credits- 2 COURSE OBJECTIVES: The subject aims to provide the student with: 1) An introduction of Effects of Technological Growth: 2) The capability to know about the Ethics of Profession: 3) The ability to know about the Profession and Human Values: LEARNING OUTCOMES:

1) Ability to describe the Effects of Technological Growth: 2) Ability to describe the Ethics of Profession: 3) An ability to demonstrate the Profession and Human Values: Science, Technology and Engineering as knowledge and as Social and Professional Activities Effects of Technological Growth: Rapid Technological growth and depletion of resources, Reports of the Club of Rome. Limits of growth: sustainable development Energy Crisis: Renewable Energy Resources Environmental degradation and pollution. Eco-friendly Technologies. Environmental Regulations, Environmental Ethics Appropriate Technology Movement of Schumacher; later developments Technology and developing notions. Problems of Technology transfer, Technology assessment impact analysis. Human Operator in Engineering projects and industries. Problems of man, machine, interaction, Impact of assembly line and automation. Human centered Technology. Ethics of Profession: Engineering profession: Ethical issues in Engineering practice, Conflicts between business demands and professional ideals. Social and ethical responsibilities of Technologists. Codes of professional ethics. Whistle blowing and beyond, Case studies. Profession and Human Values: Values Crisis in contemporary society Nature of values: Value Spectrum of a good life Psychological values: Integrated personality; mental health Societal values: The modern search for a good society, justice, democracy, secularism, rule of law, values in Indian Constitution. Aesthetic values: Perception and enjoyment of beauty, simplicity, clarity Moral and ethical values: Nature of moral judgements; canons of ethics; ethics of virtue; ethics of duty; ethics of responsibility. References : 1. Stephen H Unger, Controlling Technology: Ethics and the Responsible Engineers, John Wiley & Sons, New York 1994 (2nd Ed)


2. Deborah Johnson, Ethical Issues in Engineering, Prentice Hall, Englewood Cliffs, New Jersey 1991. 3. A N Tripathi, Human values in the Engineering Profession, Monograph published by IIM, Calcutta 1996.


Numerical Methods and Applications Code: M(CE) 301 Contacts: 2L + 2T Credits: 3 COURSE OBJECTIVE: The subject aims to provide the student with: 1) An introduction of Fundamentals of Approximation 2) The capability to know about the Errors and how to minimize them 3) The ability to know about the solution procedure for finding the roots of the equations 4) An understanding about the Area calculation 5) The capability to interpolate and to judge the best fitting curve 6) An understanding about the solution of ODE LEARNING OUTCOME: 1) Ability to approximate the numerical data 2) Ability to find the error 3) Ability to evaluate the root 4) Ability to make integration 5) Ability to identify the functional value at any point in a finite range 6) Ability to solve the ODE Approximation in numerical computation: Truncation and rounding errors, Fixed and floating-point arithmetic. Propagation of errors. 2 Numerical integration: Trapezoidal rule, Simpson’s 1/3 rule, Weddle’s rule, Expression for corresponding error terms. 3 Numerical solution of Algebraic equation: Bisection method, Regula-Falsi method, Newton-Raphson method. 3 Calculus of Finite Difference: Finite differences, forward differences, backward differences, Shift Operators, Evaluation of missing terms, central differences, divided differences. 3 Interpolation: Newton forward/backward interpolation, Lagrange’s and Newton’s divided difference Interpolation. 4 Numerical solution of a system of linear equations: Gauss elimination method, Matrix inversion, LU Factorization method, Gauss Jacobi iterative method, Gauss-Seidel iterative method. 6L


Numerical solution of ordinary differential equation: Picard,s Method of Successive Approximation, Taylor’s Series Method, Euler’s method, Modified Euler’s method, Runge-Kutta methods. 5

Curve fitting: Linear function, Polynomial function, Power function, Exponential function.

4

Text books:

1. C.Xavier: C Language and Numerical Methods. 2. Dutta & Jana: Introductory Numerical Analysis. 3. J.B.Scarborough: Numerical Mathematical Analysis. 4. Jain, Iyengar , & Jain: Numerical Methods (Problems and Solution). Reference books: 1. Balagurusamy: Numerical Methods, Scitech. 2. Baburam: Numerical Methods, Pearson Education. 3. N. Dutta: Computer Programming & Numerical Analysis, Universities Press. 4. Soumen Guha & Rajesh Srivastava: Numerical Methods, OUP. 5. Srimanta Pal: Numerical Methods, OUP.


Surveying-I Code: CE- 301 Contact: 2L + 2T Credits: 3 COURSE OBJECTIVES: The subject aims to provide the student with: 1) An introduction of surveying 2) The capability to know about the chain surveying and also the various types of chain 3) The ability to know about the compass surveying and also the types of compasses. 4) An understanding about the plane table surveying 5) The capability to describe about the leveling 6) An understanding about the contouring and characteristics of contour. 7) An introduction about the uses of minor Instruments such as Clinometers, Planimeter. LEARNING OUTCOMES:

1) Ability to describe the definition and procedure of chain surveying.

2) Ability to describe the procedure of compass surveying. 3) An ability to demonstrate the procedure of plane table surveying. 4) An ability to do the levelling.

5) An ability to demonstrate about the characteristics of contour.

6) Ability to describe the uses of minor instruments. Introduction: Definition, classification of surveying, objectives, history of surveying, modern trends inm surveying, principles of surveying. 1 Chain surveying: Chain and its types, optical square, cross staff. Reconnaissance and site location, locating ground features by offsets – field book. Chaining for obtaining the outline of structures, methods for overcoming obstacles, conventional symbols, plotting chain survey and computation of areas, errors inb chain surveying and their elimination – problems. Triangulation and Traversing. 8 Compass surveying: Types of compasses, use and adjustments, bearings, local attraction and its adjustments. Chain and compass surveying of an area, booking and plotting. Adjustments of traverse, errors in compass surveying and precautions - problems. 8 Plane table surveying: Equipment, leveling, orientation, different methods of survey, two and three point problems, errors and precautions. 4


Leveling: Introduction,basic definitions, leveling instruments and their features, temporary adjustment of levels, sensitiveness of bubble tube. Methods of leveling – differential, profile & fly leveling, cross sectional and reciprocal leveling. Effect of curvature and refraction, reducing errors and eliminating mistakes in leveling. Permanent adjustments of dumpy level. Modern levels –Tilting level, Automatic levels, precise levels. Plotting longitudinal sections and cross sections. Measurement of area and volume. Trignometrical Levelling 8 Contouring: Topographic map, characteristics of contour, contour interval. Methods of locating contours, Interpolation of contours. Measurement of area and volume from contour maps. 4 Minor Instruments: Clinometers, Planimeter (mechanical and digital) 3 Books recommended 1. Surveying – Vol I & II B.C. Punmia

2. Surveying levelling – Vol I & II – T.P. Kanetkar & Kulkarni


SOLID MECHANICS Code: CE302 Contact: 2L+2T Credits: 3 COURSE OBJECTIVES:

The subject aims to provide the student with:

1) An understanding of basic strength of material part on which analysis of shear force and

bending moment of beam.

2) The capability to use abstractions to analyze simply supported beam .

3) The ability to formulate and solve stress strain behaviour of elements.

4) An understanding of deflection of beam

5) The capability to analyze the truss member

6) an understanding of column analysis

LEARNING OUTCOMES:

1) Ability to calculate stress strain behaviour of material.

2) Ability to calculate shear force and bending moment of beams and column.

3) An ability to analyze the stress strain behaviour of truss member

Review of Basic Concepts of Stress and Strain: Normal stress, Shear stress, Bearing stress,Normal strain, Shearing strain; Hooke’s law; Poisson’s ratio; Stress-strain diagram of ductile andbrittle materials; Elastic limit; Ultimate stress; Yielding; Modulus of elasticity; Factor of safety. Beam Statics: Support reactions, concepts of redundancy, axial force, shear force and bending moment diagrams for concentrated, uniformly distributed, linearly varying load, concentrated moments in simply supported beams, cantilever and overhanging beams

(9) Symmetric Beam Bending: Basic kinematic assumption, moment of inertia, elastic flexureformulae and its application, Bending and shear stress for regular sections, shear centre. Deflection of statically determinate beams: Fundamental concepts: Elastic curve, moment,Curvature relationship, governing differential equation, boundary conditions: Direct integration Solution

(13) Analysis of determinate plane trusses: Concepts of redundancy, Analysis by method of joints,method of sections Two Dimensional Stress Problems: Principal stresses, maximum shear stresses, Mohr’s

circle of stresses, construction of Mohr’s circle (10)

Introduction to thin cylindrical & spherical shells: Hoop stress and meridonial - stress and volumetric changes. (10)


Torsion: Pure torsion, torsion of circular solid shaft and hollow shafts, torsional equation, torsional rigidity, closed coil helical springs.

Columns: Fundamentals, criteria for stability in equilibrium, column buckling theory, Euler’s load for columns with different end conditions, limitations of Euler’s theory – problems, eccentric load and secant formulae. References Name Author Publishers 1 Elements of Strength of Material S. P. Timoshenko & D. H. Young EWP Pvt. Ltd 2 Engineering Mechanics of Solids E. P. Popov Pearson Education 3 Strength of Materials R. Subramanian OXFORD University Press 4 Strength of Material Bansal 5 Strength of Materials S S Bhavikatti Vikas Publishing House Pvt. Ltd


Building Material and Construction Code: CE- 303 Contact: 2L+2T Credits: 3 COURSE OBJECTIVES: The subject aims to provide the student with: 1) An understanding of basic property of building materials 2) The capability to know about the cement . 3) The ability to describe the property of concrete . 4) An understanding of timber and its product 5) The capability to describe the construction procedure of foundation (shallow and deep foundation) 6) an understanding about the various part of a building. 7) an introduction about the plaster floor etc. LEARNING OUTCOMES:

1) Ability to describe the property of building material.

2) Ability to explain about the wood product.

3) An ability to demonstrate the the construction procedure of foundation (shallow and deep foundation) 4) An ability to demonstrate the various part of building as well as the rules of plastering and

floor finish.

Materials of Construction

Bricks :classification –characteristics –Testing of bricks as per BIS. 3 Aggregates: Types, Classification and Characteristics 3 Lime: Types, composition, Manufacturing, Properties – Hydration 2 Mortars: Classification and characteristics –Types and uses 2 Cement: OPC – Composition, Blended cement, Hydration, Setting Time. 3 Mortar and Concrete: Types – Ingredients – uses . 3 Wood and wood products: – Structure, characteristics of good timber, defects, seasoning, decay & its prevention. Suitability of timber for specific uses. Wood products: Veneers plywood, Fibre boards, chipboards, black boards, batten boards and laminated boards – characteristics and uses. 3


Paints,Enamels & Varnishes.- 2

Building Construction Foundations: Types of foundations [definitions and uses]: Spread foundations, Piles and Well foundation (4)

Brick Masonry: Rules for bonding; stretcher bond, header bond; English and Flemish bonds for one, one and a half brick thick walls.Cavity wall 3

Walls, Doors and Windows: Load bearing and partition walls reinforced brick walls; common types of doors and windows of timber and metal. (3)

Stairs: Types; R.C. Stair cases with sketches; Elevation and Cross section of different types of stair case. (4)

Roofs: Types of pitched roofs and their sketches; Lean – to, coupled and collared roofs; king-post truss, queen-post truss and simple steel trusses; Roof covering materials: -Tiles, AC sheets, and G.I. sheets (3)

Plastering and Painting: Plastering with cement and lime mortar; White-washing, colour washing and distempering; Painting: New and existing wood and metal work. 3

Flooring: Cement concrete, terrazzo, Mosaic, marble and tiled flooring 4

Recommended Books 1. Building materials – S.K.Duggal

2. Building materials – P. C. Varghese [Prentice Hall of India]

3. Engineering Materials – S.C. Rangwala

4. Concrete Technology – M.S. Shetty

5. Concrete Technology – A. M. Nevile & J. J. Brooks [Pearson Education] 6. Building Construction by B.C.Punmia 7. Building Construction and Foundation Engineering by Jha and Sinha References: National Building Code


Engineering Geology Code: CE- 304 Contact: 2L+1T Credits: 2 COURSE OBJECTIVES: The subject aims to provide the student with: 1) An understanding of definition and property of minerals crystal 2) The capability to know the classification of rocks 3) The ability to know the weathering procedure of rocks . 4) An understanding of geological work of rivers 5) The capability to describe the introduction of structural elements of rocks. 6) an understanding about the earthquakes and seismic hazards. 7) an introduction about the uses of rocks as building materials and also about the geophysical exploration LEARNING OUTCOMES:

1) Ability to describe the definition and property of minerals crystal.

2) Ability to describe the classification of rocks. 3) An ability to demonstrate about the geological work of rivers 4) An ability to demonstrate the structural elements of rocks

5) An ability to demonstrate about the earthquakes and seismic hazards

6) Ability to describe the uses of rocks as building materials 7) Ability to describe about the geophysical exploration Geology and its importance in Civil Engineering. 2 Mineralogy: Definition, internal and external structure of minerals, study of crystals, Classification andphysical properties of minerals. 3 Classification of rocks . 4 a) Igneous rocks: Origin, mode of occurrence, forms & texture, classification and engineering importance. b) Sedimentary rocks: Process of sedimentation, classification and engineering importance. c) Metamorphic rocks: Agents and types of metamorphism, classification and engineering importance. Weathering of rocks: Agents and kinds of weathering, soil formation & classification based on origin. .


2 Geological work of rivers: Origin and stages in the system, erosion, transportation and deposition. 1 Structural geology: Introduction to structural elements of rocks, dip & strike, definition, description,classification of folds, faults and joints, importance of geological structures in Civil Engineering. 4 Earthquakes and seismic hazards: Causes and effects, seismic waves and seismographs, Mercelli’s intensityscale and Richter’s scale of magnitude. 3 Engineering properties of rocks: Porosity, permeability, compressive strength, tensile strength and abrasive resistance. 3 Rocks as construction materials: Qualities required for building and ornamental stones, foundations, concrete aggregate, railway ballast, road metal, pavement, flooring and roofing.

3 Geophysical exploration: Methods of Geophysical Exploration, electrical resistivity method field procedure –sounding and profiling, electrode configuration, interpretation of resistivity data. Geophysical surveys in ground water and other Civil Engg. Projects. 4 Applied Geology: Surface and subsurface geological and geophysical investigations in major Civil Engg. Projects. Geological studies of Dams and reservoir sites, Geological studies for selection of tunnels andbn underground excavations. 4 Landslides: Types of landslides, causes, effects and prevention of landslides. 3 Reference Books: 1. Engineering and General Geology by Parbin Singh, Fourth edition. Katson publishing house Delhi 1987.


Geology & construction Materials lab Code: CE- 394 Credits -1 Study of crystals with the help of crystal models Identification of Rocks and Minerals [Hand Specimens] Microscopic study of Rocks and minerals Study of Geological maps, interpretation of geological structures Thickness problems, Bricks and building materials/aggregates etc.


Solid Mechanics Lab Code: CE- 392 Credits -2 Tension test on Structural Materials: Mild Steel and Tor steel (HYSD bars) Compression Test on Structural Materials: Timber, bricks and concrete cubes Bending Test on Mild Steel Torsion Test on Mild Steel Circular Bar Hardness Tests on Ferrous and Non-Ferrous Metals: Brinnel and Rockwell Tests Test on closely coiled helical spring Impact Test: Izod and Charpy


Numerical Methods and Applications Programming Lab Code: m(CE) 391 Contacts: 2 Credits: 1 List of Methods to be implemented through C program:

1. Trapezoidal Rule 2. Simpson’s 1/3rd Rule 3. Weddle’s Rule 4. Bisection Method 5. Regula-Falsi Method 6. Newton Raphson Method 7. Euler’s Method 8. Modified Euler’s Method 9. Runge Kutta Method (2nd and 4th Order) 10. Construction of Forward Difference Table 11. Lagrange’s Interpolation Formula


STRUCTURAL ANALYSIS Code: CE401 Contact: 2L + 2 T Credits: 3 COURSE OBJECTIVES: The subject aims to provide the student with: 1) An introduction basic concept of mechanics 2) The capability to analyze of determinate structures 3) The ability to know strain energy 4) An understanding about the deflection determinate structures. 5) The capability to analyse influence line diagrams 6) An understanding about analysis of statically indeterminate beams 7) An introduction about the analysis of statically Indeterminate beams LEARNING OUTCOMES:

1) Ability to describe the basic concept of mechanics 2) Ability to describe the procedure analyze of determinate structures 3) An ability to demonstrate the strain energy 4) An ability to do the deflection determinate structures.

5) An ability to demonstrate about the procedure analyse influence line diagrams

6) Ability to describe the analysis of statically indeterminate beams 7) Ability to describe the procedure analysis of statically indeterminate beams Review of basic concept of mechanics: Equilibrium, Free body diagram, Determinate and Indeterminate structures, Degree of indeterminacy for different types of structures: Beams, Frames, Trusses 4 Analysis of determinate structures: Portal frames, arches, cables 3 Strain energy: Due to axial load, bending and shear, Torsion; Castigliano's theorems, theorem of minimum potential energy, principle of virtual work, Maxwell’s theorem of reciprocal deflection,Betti’s law 4 Deflection determinate structures: Moment area and Conjugate beam method, Energy methods,Unit load method for beams, Deflection of trusses and simple portal frames. 8 Influence line diagrams: Statically determinate beams and trusses under series of concentrated and uniformly distributed rolling loads, criteria for maximum and absolute maximum moments and shears.


6 Analysis of statically Indeterminate beams: Theorem of three moments, Energy methods, Force method (method of consistent deformations) [for analysis of propped cantilever, fixed beams and continuous beams (maximum two degree of indeterminacy) for simple loading cases], Analysis of two-hinged arch. 8 Analysis of statically Indeterminate structures: Moment distribution method - solution of continuous beam, effect of settlement and rotation of support, frames with or without side sway.Slope Deflection Method – Method and application in continuous beams and Frames.Approximate method of analysis of structures: Portal & Cantilever methods 8 References 1 Engineering Mechanics of Solids By E. P. Popov Pearson Education 2 Basic structural Analysis C.S. Reddy TMH 3 Statically indeterminate structures C. K. Wang McGraw-Hill 4 Elastic analysis of structures Kennedy and Madugula Harper and Row 5 Structural Analysis (Vol I & Vol II) S S Bhavikatti Vikas Publishing House Pvt. Ltd 6 Structural Analysis Ramammurtham 7 Structures Schodek & M. Bechhold Pearson Education


Soil Mechanics – I Code-CE 404 Contact -2L+2T Crdits-3 COURSE OBJECTIVES: The subject aims to provide the student with: 1) An introduction to Origin & formation of Soil 2) The capability to know Soil as a Three Phase System 3) The ability to know Particle Size Distribution 4) An understanding about the Index Properties of Soil 5) The capability to analyse Soil Classification 6) An understanding about Soil Moisture 7) An introduction about the Effective Stress Principles 8) An introduction about the Two Dimensional Flow Through Soil 9) An capability about the Stress Distribution In Soil

LEARNING OUTCOMES:

1) Ability to describe about the origin & formation of soil 2) Ability to describe the procedure soil as a three phase system 3) An ability to demonstrate the particle size distribution 4) An ability to do the Index Properties of Soil

5) An ability to demonstrate about the soil Classification

6) Ability to describe about the soil moisture 7) Ability to describe about the effective stress principles 8) An ability to do analysis about the two Dimensional flow through soil 9) Ability to describe the stress distribution in soil Origin & formation of Soil:- Types, Typical Indian Soil, Fundamental of Soil Structure, Clay Mineralogy. (2) Soil as a Three Phase System :- Weight- Volume Relationship, Measurement of Physical Properties of Soil: Insitu Density, Moisture Content, Specific Gravity, Relative Density. (5) Particle Size Distribution :- By Sieving, Sedimentation Analysis. (3) Index Properties of Soil:- Attarberg’s Limits- Determination of Index Properties of Soil by

Casagrande’sApparatus, Cone Penetrometer, Soil Indices. (4) Soil Classification :- As per Unified Classification System, As per IS Code Recommendation, AASHTO Classification, Field Identification of Soil, Consistency of Soil. (3)


Soil Moisture :- Darcy’s Law, Capillarity in Soil, Permeability, Determination of Coefficient of Permeability of Soil in Laboratory, Permeability for Stratified Deposits. (4) Effective Stress Principles:- Definition of Effective Stress, Estimation of Effective Pressure Due to different conditions (4) Two Dimensional Flow Through Soil :- Laplace’s Equations, Flow nets, Flow Through Earthen Dam,estimation of Seepage, Uplift due to Seepage, Design of Fillers, Critical Hydraulic Gradient, Quick Sand condition. (5) Stress Distribution In Soil :- Bousinesq’s & Westergaad’s Assumption & Formula for Determination of stress due to Point Loads, Stress Beneath Line, Strip & Uniformly Loaded Circular - Pressure Bulbs, Newmark’s charts- Use For Determination of Stress due to Arbitrarily Loaded Areas, Contact Stress distribution for various types of Loading & on Different Types of Soils. (6) References :- 1.Principles of Soil Mechanics & Foundation Engineering by – V.N.S. Murthy (UBS Publishers). 2.Soil Mechanics & Foundation Engineering by – B.C.Punmia (Laxmi Publications). 3.Introduction of Soil Mechanics by- B.M.Das (Galgotia Publications). 4.Soil Mechanics by – T.W.Lambe & R.V.Whitman.

5.SP-36 (Part – I & Part - II). 6.Basic & Applied Soil Mechanics by- Gopal(Ranjan & A.S.R.Rao (Willes EasternLtd.)


CONCRETE TECHNOLOGY CODE-CE 402 CONTACT-2L+2T CREDITS-3 COURSE OBJECTIVES: The subject aims to provide the student with: 1) An introduction to basic concept of concrete. 2) The capability to know Types of Cement 3) The ability to know Aggregates 4) An understanding about the Properties of Fresh Concrete 5) The capability to analyse Strength & durability of Concrete 6) An understanding about Permeability of concrete 7) An introduction about the Admixtures 8) An introduction about the Special concrete:

LEARNING OUTCOMES:

1) Ability to describe about basic concept of concrete. 2) Ability to describe about the Types of Cement 3) An ability to demonstrate Aggregates 4) An ability to describe and judge the Properties of Fresh Concrete 5) An ability to demonstrate Strength & durability of Concrete 6) Ability to describe about the Permeability of concrete 7) Ability to describe about the Admixtures 8) An ability to describe about the Special concrete Introduction:- Concrete as a Structural Material, Good Concrete Manufacture of Portland Cement, Chemical Composition of Cement, Hydration of Cement, Heat of Hydration. (6) Types of Cement :– ordinary, Rapid hardening, low-heat, sulphate resisting, Portland slag, Portland pozzolana, super sulphated cement, white cement (3) Aggregates – Classification, Mechanical and Physical Properties, Deletarious Substances, Alkali-Aggregate Reaction, Sieve Analysis, Grading Curves, Fineness modules, Grading Requirements. Testing of Aggregates – Flakiness, Elongation Tests, Aggregate Crushing Value,

Ten Percent Fines Value, Impactm Value, Abrasian Value.Quality of Water – Mixing Water, Curing Water, Harmful Contents. (6) Properties of Fresh Concrete – Workability, Factors Affecting Workability, Slump Test Compacting Factor Test, Flow Table Test, Segregation, Bleeding, Setting Time, Mixing and Vibration of Concrete, Mixers and Vibrators, curing, Methods, Maturity. (4) Strength & durability of Concrete – Water/Cement ratio, Gel/Space ratio, Strength in Tension, Compression, Effect of Age on Strength, Relation between Compressive and Tensile Strength,


Fatigue Strength, Stress Strain Relation and Modules of Elasticity, Poisson’s Ratio, Shrinkage and Creep, Compression Test on Cubes, Cylinders, Non-Destructive Tests. (8) Permeability of concrete, Chloride & Sulphate attack on concrete,carbonation of concrete.(3) Admixtures – different types, effects, uses, Retarders and Super plasticizers. Mix Design by I.S. Code method. (3) Special concrete: Light-weight,Polymer and Fiber-reinforced concrete. (3) References: 1. Concrete Technology by M.L. Gambhir (Tata McGraw Hill Publishing Co. Ltd.) 2. Concrete Technology by M.S. Shetty (S.Chand) 3. Text book of Concrete Technology by P.D. Kulkarni (Tata McGraw Hill Publishing Co. Ltd.) 4. Concrete Technology by A.R. Santakumar


Surveying-II Code: CE- 403 Contact: 2L + 2T Credits: 3 COURSE OBJECTIVES: The subject aims to provide the student with: 1) An introduction to theodolite surveying 2) The capability to know tachometric survey 3) The ability to know curve surveying 4) An understanding about the remote sensing 5) The introduction to uses of various instruments

LEARNING OUTCOMES:

1) Ability to describe about the theodolite surveying 2) Ability to describe the procedure tachometer 3) An ability to demonstrate the curve surveying 4) An ability to demonstrate about the remote sensing 5) Ability to describe about the uses of various instruments Theodolite surveying: Components of a Theodolite, Adjustments, Horizontal and vertical anglemeasurements, Trigonometric leveling, problems on height and distances, traverse table, co-ordinates. 4 Tachometer: Definition, Principles of stadia, tangential systems, Details of stadia system. Analytic tachometer, Horizontal and inclined sight with staff vertical and normal for both fixed and movable hair tachometer, Errors in tachometer methods. 6 Triangulation: Adjustments of station and figure, Leveling adjustment, Method of equal shifts. 4 Curve surveying : (1) Simple curves Definition, Notations Designations, Elements of simple curve, Setting out by linear methods and Rankine's tangential method. Two Theodolite and tachometric method, 4 (2) Introduction to Compound and reverse curves, vertical curve: types 2


(3) Transition curves: lemniscates, cubic spiral, cubic parabola, setting out 4 Remote Sensing: Introduction to remote sensing and its application in civil engineering, Uses of Various Instruments: Total Station, GPS etc. 4 Reference Books: Surveying -Vol 2,3 & 4 by B.C.Punmia. Plane and Geodetic surveying -Vol 2 by David Clark Surveying and leveling- Vol 2 by T .P. Kanetkar and Kulkarni Fundamentals of surveying-by S.K.Roy, New Delhi.


Surveying Practice I Code:CE491 Contact- 3P Credits -2 Chain surveying Preparing index plans, Location sketches, Ranging, Preparation of map, Heights of objects using chain and ranging rods, Getting outline of the structures by enclosing them in triangles/quadrilaterals, Distance between inaccessible points,Obstacles in chain survey. Compass surveying Measurement of bearings, Preparation of map, Distance between two inaccessible points by chain and compass, Chain and compass traverse Plane Table survey Temporary adjustments of plane table and Radiation method, Intersection, Traversing and Resection methods of plane tabling, Three-point problem Leveling Temporary adjustment of Dumpy level, Differential leveling, Profile leveling and plotting the profile, Longitudinal and cross sectioning, Gradient of line and setting out grades, Sensitiveness of Bubble tube Contouring Direct contouring, Indirect contouring – Block leveling, Indirect contouring – Radial contouring, Demonstration of minor Instruments.


Building Planning and Drawing Code:CE 492 Contact- 3P Credits: 2; Foundations Spread foundation for walls and columns; Footing for a RCC column, raft and pile foundations; Doors and Windows Glazed and paneled doors of standard sizes; Glazed and paneled windows of standard sizes; special windows and ventilators Stairs Proportioning and design of a dog-legged, open well RCC stair case for an office / Residential building; Details of reinforcements for RCC stair cases; Plan and elevation of straight run, quarter turn, dog-legged and open well stair cases. Roofs and Trusses Types of sloping roof, lean-to roofs, RCC roof with details of reinforcements, King post and Queen post trusses. Functional Design of Buildings To draw the line diagram, plan, elevation and section of the following: Residential Buildings (flat & pitched roofs), Office Buildings (flat roof), School.The designs must show positions of various components including lift well and their sizes. Introduction to drawing by using software package References: 1 Principles of Building Drawing Shah & Kale 2 Text Book of Building Construction Sharma & Kaul 3 Building Construction B C Punmia


STRUCTURAL DESIGN-I Code: CE501 Contact: 2L + 2T Credits: 3 COURSE OBJECTIVES: The subject aims to provide the student with: 1) An introduction to structural design 2) The capability to know working stress method of design 3) The ability to know limit state method of design 4) An understanding about design procedure of Staircases 5) The introduction to design and detailing of various structural members 6) The ability to know the design procedure of shallow foundations LEARNING OUTCOMES:

1) Ability to describe about the structural design 2) Ability to describe the working stress method of design 3) An ability to demonstrate the limit state method of design 4) An ability to demonstrate about the staircases 5) Ability to describe about the design and detailing of various structural members 6) An ability to demonstrate shallow foundations Introduction: Principles of design of reinforced concrete members - Working stress and Limit State method of design 2 Working stress method of design: Basic concepts and IS code provisions (IS: 456 2000)for design against bending moment and shear forces - Balanced, under reinforced and over reinforced beam/ slab sections; design of singly and doubly reinforced sections 6 Limit state method of design: Basic concepts and IS code provisions (IS: 456 2000) for design against bending moment and shear forces; concepts of bond stress and development length; Use of ‘design aids for reinforced concrete’ (SP: 16). 4 Analysis, design and detailing of singly reinforced rectangular and doubly reinforced beam sections by limit state method. 4 Design and detailing of one-way and two-way slab panels as per IS code provisions 4 Design and detailing of continuous beams and slabs as per IS code provisions 3


Staircases: Types; Design and detailing of reinforced concrete doglegged staircase 3 Design and detailing of reinforced concrete short columns of rectangular and circular cross sections under axial load. Design of short columns subjected to axial load with moments (uniaxial and biaxial bending) – using SP 16. 4 Shallow foundations: Types; Design and detailing of reinforced concrete isolated square and Rectangular footing for columns as per IS code provisions by limit state method. 4 Limit state method should be followed for serial number 4 to 9 as above as per IS 456 - 2000 Text & References:- 1. IS: 456- 2000:“Indian Standard for Plain and reinforced concrete – code of practice”, Bureau of Indian Standard 2. SP: 16 Design Aid to IS 456 3. Reinforced Concrete Design by Pillai and Menon, TMH 4. Reinforced concrete Limit state design, Ashok K. Jain 5. Reinforced concrete, S.N.Sinha, TMH 6. Fundamentals of reinforced concrete, N.C.Sinha and S.K. Roy, S.Chand &Co 7. Limit State Design of Reinforced Concrete, P. C. Varghese, PHI 8. Reinforced Concrete, S. K. Mallick and A. P.Gupta, Oxford IBH


Quantity Surveying, Specification and Valuation Code-CE 502 Contact: 2L + 2T Credits- 3 COURSE OBJECTIVES: The subject aims to provide the student with: 1) An introduction to quantity surveying 2) The capability to know analysis and schedule of rates 3) The ability to know specification of materials 4) An understanding about specification of works 5) The introduction to valuation

LEARNING OUTCOMES:

1) Ability to describe about the quantity surveying 2) Ability to describe the analysis and schedule of rates 3) An ability to demonstrate the specification of materials 4) An ability to demonstrate about the specification of works 5) Ability to describe about the valuation Quantity Surveying: Types of estimates, approximate estimates, items of work, unit of measurement, unit rate of payment. Quantity estimate of a single storied building Bar bending schedule. Details of measurement and calculation of quantities with cost, bill of quantities, abstract of quantities. Estimate of quantities of road, Underground reservoir, Surface drain, Septic tank. 7 Analysis and schedule of rates: Earthwork, brick flat soling, DPC, PCC and RCC, brick work, plastering, flooring and Finishing, 6 Specification of materials: Brick, cement, fine and coarse aggregates 4 Specification of works: Plain cement concrete, reinforced cement concrete, first class brickwork, cement plastering,Pointing, white washing, colour washing, distempering, lime punning, painting and varnishing 7 Valuation: Values and cost, gross income, outgoing, net income, scrap value, salvage value, market value, Book Value,Sinking fund, capitalized value, Y. P., depreciation, obsolescence,


deferred income, freehold and leasehold property, Mortgage, rent fixation, valuation table. 8 References: 1. Estimating, costing, Specification and Valuation in Civil Engineering by M..Chakroborty 2. Estimating and Costing in Civil Engineering” by B.N.Dutta, USB Publishers & Distributers 3. Civil Estimating, Costing and Valuation by Agarwal / Upadhay


SOIL MECHANICS – II CODE-CE 503 CONTACT-2L+2T CREDITS-3 COURSE OBJECTIVES: The subject aims to provide the student with: 1) An introduction compaction of soil 2) The capability to know about the compressibility & consolidation of soil 3) The ability to know about the shear strength of soil 4) An understanding about the earth pressure theories 5) The introduction to retaining wall & sheet pile structures 6) An understanding about the stability of slopes LEARNING OUTCOMES:

1) Ability to describe about the compaction of soil 2) Ability to describe the compressibility & consolidation of soil 3) An ability to demonstrate the shear Strength of soil 4) An ability to demonstrate about the earth pressure theories 5) Ability to describe about the retaining wall & sheet pile structures Compaction of Soil :- Principles of Compaction, IS Light & Heavy Compaction Test, Field Compaction Equipments, Variousmethods of field Compaction Control, CBR Test as per IS recommendation. 5 Compressibility & Consolidation of Soil: - Terzaghi’s Theory of One Dimensional Consolidation, Compressibility Characteristics of Soils, Compression Index, Coefficient of Compressibility & Volume change, Coefficient of Consolidation,Degree & rate of Consolidation, Consolidemeter & Laboratory One Dimensional Consolidation Test as per latest IS Code,Determination of Consolidation Parameters under Consolidated, Normally Consolidated & Over Consolidated Soil, SecondaryConsolidation. 6 Shear Strength of Soil:- Basic Concept of Shear Resistance & Shear Strength of Soil, Mohr- Columb’s Theory, Determinationof Shear Parameter of Soil- Stress Controlled & Strain Controlled Test, Laboratory Determination of Soil Shear Parameter-Direct Shear, Tri-axial Test, Unconfined Compression, Vane Shear Test as per Relevant IS Codes, Stress- Strain Relationship ofClays & Sands, Concept of Critical Void Ratio, Stress Path and its Application.


5 Earth Pressure Theories: - Plastic equilibrium of soil, Earth pressure at rest, Active & passive Earth pressure,Rankin’s &Coulombs earth pressure theories, wedge method of analysis, estimation of earth pressure by graphical construction (colmann & Rebhann’s method). 5 Retaining Wall & sheet pile structures: Proportions of retaining walls, stability checks, cantilever and anchored sheet piles,Free earth and fixed earth method of analysis of anchored bulk heads , coffer dam structures types and suitability. 5 Stability of slopes: Analysis of finite and infinite slopes, Swedish And friction circle method, Taglor’s stability number, Bishop’s method of stability analysis stability consideration of Earthen Dams. 5 References: 1. Principles of Soil Mechanics & Foundation Egg. By VNS Murthy (UBS Publication) 2. Soil Mechanics and Foundation Engg. By B.C. Punmia (Laxmi Publication) 3. Introduction to Soil Mechanics By B.M. Das (Galgolia publication) 4. Soil Mechanics – By T.W. Lambe & R.V. Whitman(WEL) 5. SP-36 (Part-I & Part-II) 6. Basic & Applied Soil Mechanics By Gopal Ranjan & A.S.R. Rao (Wiley Easter Ltd.)


Fluid Mechanics Code:CE504 Contact: 3L Credits: 3 COURSE OBJECTIVES: The subject aims to provide the student with 1) An introduction to fluid statics 2) The capability to know weirs and notches 3) The ability to know dimensional analysis and model studies 4) An understanding about the introduction to hydraulic turbines 5) The capability to analyse pumps 6) An understanding about turbulent flow in circular pipes 7) An introduction about the steady uniform flow in open channel 8) An introduction about the varied flow through open channel LEARNING OUTCOMES: 1) Ability to describe about basic concept of Fluid statics 2) Ability to describe about the weirs and notches 3) An ability to demonstrate dimensional analysis and model studies 4) An ability to describe about the hydraulic Turbines 5) An ability to demonstrate pumps 6) Ability to describe about the turbulent flow in circular pipes 7) Ability to describe about the steady uniform flow in open channel 8) An ability to describe about the varied flow through open channel Fluid statics: Forces on plane and curved surfaces, Center of pressure. Stability of floating bodies, Metacentre 4 . Weirs and Notches: Rectangular, triangular, Cippoletti, sharp crested and broad crested weirs, submerged weirs 3 Water Hammer: Speed of pressure wave, slow and rapid closure, use of surge tank. 3 Dimensional Analysis and Model studies: Dimensions and dimensional homogeneity, Importance and use of dimensional analysis. Buckingham’s Pi theorem with applications. Geometric, Kinematic and Dynamic similarity. Non Dimensional Numbers. 4


Introduction to Hydraulic Turbines: Working Principles of Pelton, Francis and Kaplan turbines 3 Pumps: Centrifugal pumps, performance characteristic graph – design flow rate. Working principles of positive displacement pumps, gear, reciprocating and vane pumps. Hydraulic Ram. 5 Turbulent flow in circular pipes: Fluid friction in pipes, head loss due to friction. Darcy-Weisbach equation, Variation of friction factor with wall roughness – Moody’s chart. Minor losses in pipes 5 Steady uniform flow in open channel: Characteristics, Chezy's, Manning's and Bazin’s formulae.Hydraulically efficient cross sections. Flow through channels of circular cross sections – depths for maximum velocity and discharge. 5 Varied flow through open channel: Gradually varied and rapidly varied flows. Definition, Specific Energy, Critical, Sub-critical and Super-critical flows. Channel transitions - constricted or raised bed.Establishment of critical flow, Venturi flume and Parshall flume. Definition and diagram for Specific force, Hydraulic Jump 10 References: 1 Fluid Mechanics Modi & Seth Standard Book House, New Delhi 2 Fluid Mechanics A.K.Jain Khanna Publishers, New Delhi 3 Fluid Mechanics & Machinery H. M. Raghunath CBS Publishers, New Delhi 4 Fluid Mechanics and Fluid Machines S. K. Som & G. Biswas Tata McGraw Hill. 5 Fluid Mechanics, Hydraulics and Fluid Machines S. Ramamrutham Dhanpat Rai 6 Basic Fluid Mechanics C. P. Kothandaraman & R.Rudramoorthy New AgeInternational


7 Open Channel Hydraulics Van te Chow McGraw Hill 8 Fluid Mechanics John F. Douglas, Gasiorek & Swaffield, Pearson Education 9 Introduction to Fluid Mechanics Fox, Pritchand 10 Fundamental of Fluid Mechanics Munsen, Young WIE Economics for Engineers HU-501 Contracts: 3L+1T Credits- 4 COURSE OBJECTIVES: The subject aims to provide the student with: 1) An introduction Economic Decisions Making 2) The capability to know about the Engineering Costs & Estimation 3) The ability to know about the Cash Flow, Interest and Equivalence: 4) An understanding about the Cash Flow & Rate Of Return Analysis 5) The introduction to Inflation And Price Change 6) An understanding about the Present Worth Analysis: LEARNING OUTCOMES:

1) Ability to describe about the compaction of soil 2) Ability to describe the compressibility & consolidation of soil 3) An ability to demonstrate the shear Strength of soil 4) An ability to demonstrate about the earth pressure theories 5) Ability to describe about the retaining wall & sheet pile structures Economic Decisions Making – Overview, Problems, Role, Decision making process. 3 Engineering Costs & Estimation – Fixed, Variable, Marginal & Average Costs, Sunk Costs, Opportunity Costs, Recurring And Nonrecurring Costs, Incremental Costs, Cash Costs vs Book Costs, Life-Cycle Costs; Types Of Estimate, Estimating Models - Per-Unit Model, Segmenting Model, Cost Indexes, Power-Sizing Model, Improvement & Learning Curve, Benefits. 4 Cash Flow, Interest and Equivalence: Cash Flow – Diagrams, Categories & Computation, Time Value of Money, Debt Repayment, Nominal & Effective Interest. 3


Cash Flow & Rate Of Return Analysis – Calculations, Treatment of Salvage Value, Annual Cash Flow Analysis, Analysis Periods; Internal Rate Of Return, Calculating Rate of Return, Incremental Analysis; Best Alternative Choosing An Analysis Method, Future Worth Analysis, Benefit-Cost Ratio Analysis, Sensitivity And Breakeven Analysis. Economic Analysis In The Public Sector - Quantifying And Valuing Benefits & drawbacks. 4 Inflation And Price Change – Definition, Effects, Causes, Price Change with Indexes, Types of Index, Composite vs Commodity Indexes, Use of Price Indexes in Engineering Economic Analysis, Cash Flows that inflate at different Rates. 3 Present Worth Analysis: End-Of-Year Convention, Viewpoint Of Economic Analysis Studies, Borrowed Money Viewpoint, Effect Of Inflation & Deflation, Taxes, Economic Criteria, Applying Present Worth Techniques, Multiple Alternatives. 3 Uncertainty In Future Events - Estimates and Their Use in Economic Analysis, Range Of Estimates, Probability, Joint Probability Distributions, Expected Value, Economic Decision Trees, Risk, Risk vs Return, Simulation, Real Options. 3 Depreciation - Basic Aspects, Deterioration & Obsolescence, Depreciation And Expenses, Types Of Property,Depreciation Calculation Fundamentals, Depreciation And Capital Allowance Methods, Straight-Line Depreciation Declining Balance Depreciation, Common Elements Of Tax Regulations For Depreciation And Capital Allowances. 3 9. Replacement Analysis - Replacement Analysis Decision Map, Minimum Cost Life of a New Asset, Marginal Cost, Minimum Cost Life Problems. 3 10. Accounting – Function, Balance Sheet, Income Statement, Financial Ratios Capital Transactions, Cost Accounting,b Direct and Indirect Costs, Indirect Cost Allocation. 3 Readings:- 1. James L.Riggs,David D. Bedworth, Sabah U. Randhawa : Economics for Engineers 4e , Tata McGraw-Hill 2. Donald Newnan, Ted Eschembach, Jerome Lavelle : Engineering Economics Analysis, OUP 3. John A. White, Kenneth E.Case,David B.Pratt : Principle of Engineering Economic Analysis, John Wiley 4. Sullivan and Wicks: Engineering Economy, Pearson


5. R.Paneer Seelvan: Engineering Economics, PHI 6. Michael R Lindeburg : Engineering Economics Analysis, Professional Pub


Surveying Practice II Code: CE- 591 Credits: 2 Theodolite surveying: Measurement of horizontal angles, repetition and Reiteration methods, Single plane and double plane method of trigonometric leveling, Theodolite traverse adjustments. Tacheometric surveying: Tacheometric constants, Measurement of horizontal and vertical distance. Tacheometric traverse and Contouring. Curve surveying: setting out simple curve by chain and tape, offsets from long chord and tangent, from chord produced, Simple Curve by Rankin’s method, Setting out compound and reverse curves, Transition curves, Bernoulli's Lemniscates. Demonstration: Box-Sextant, Nautical sextant and EDM instruments.


Concrete Technology Lab Code: CE- 592 Credits: 2 Tests on cement – specific gravity, fineness, soundness, normal consistency, setting time, compressive strength on cement mortar Cubes. Tests on fine aggregate – specific gravity, bulking sieve analysis, fineness modulus, moisture content, bulk density, voids and Deleterious materials. Tests on coarse aggregate-specific gravity, sieve analysis, fineness modulus, bulk density and voids. Mix Design-As per IS method, References:- BIS on testing of cement, fine and coarse aggregates, Bricks and tiles. Laboratory manual of concrete testing (Part I) – V.V Sastry and M.L. Gambhir


Soil Mechanics Lab.- I Code-CE 593 Credits-2 1. Field indentification of different type of soil as per Indian standards [collection of field samples and indentification without Laboratory testing], determination of natural moisture content. 2. Determination of specific gravity of i) Cohesionless ii) Cohesive soil 3. Determination of Insitu density by core cutter Method 4. Determination Insitu density by sand replacement method 5. Grain size distribution of cohessionless soil by sieving. 6. Grain size distribution of finegrained soil by hydrometer analysis. 7. Determination of Attenberg’s limit (liquid limit, plastic limit & shrinkage limit) 8. Determination of co-efficient of permeability by constant head pemeameter (coarse grained soil) 9. Determination of co-efficient of permeability by variable head parameter ( fine grained soil). Reference 1. Soil Testing by T.W. Lamb (John willey) 2. SP-36 (Part-I & Part-II) 3. Measurement of Engineering properties of soil by E. Saibaba Reddy & K. Rama sastri.(New age International publication. Fluid Mechanics Lab Code: CE594 Contact- 3P Credits-2 1. Determination of Orifice co-efficient 2. Calibration of Orifice meter 3. Calibration of V- Notch 4. Measurement of velocity of water in an open channel using a pitot tube 5. Measurement of water surface profile for flow over Broad crested weir 6. Preparation of discharge rating curve for a sluice 7. Measurement of water surface profile for a hydraulic jump 8. Determination of efficiency of a Centrifugal pump


9. Determination of efficiency of a Reciprocating pump 10. Determination of efficiency of a Pelton wheel Turbine 11. Determination of efficiency of a Francis Turbine 12. Determination of efficiency of a Hydraulic Ram


Highway & Transportation Engineering- I Code: CE- 601 Contact: 2L +2T Credits: 3 COURSE OBJECTIVES: The subject aims to provide the student with: 1) An introduction to highway engineering 2) The capability to know about the highway alignment 3) The ability to know about the highway geometric design 4) An understanding about the pavement design 5) The introduction to pavement construction technique 6) An understanding about the special problems on highways LEARNING OUTCOMES:

1) Ability to describe about the highway engineering 2) Ability to describe the highway alignment 3) An ability to demonstrate the highway geometric design 4) An ability to demonstrate about the pavement design 5) Ability to describe about the pavement construction technique 6) An ability to understand special problems on highways Introduction to Highway Engineering: Scope of highway engineering; Jayakar Committee Report; saturation system; highway financing ('pay as you go method andcredit financing method) and highway economics (quantifiable and non quantifiable benefits to highway users, cost of vehicleoperation, annual cost method, and benefit-cost ratio method). 2 Highway Alignment: Requirements; factors controlling alignment; engineering surveys for highway alignment and location. 2 Highway Geometric Design: Cross-sectional elements (friction, unevenness, light reflecting characteristics, camber, kerbs, shoulders, footpaths, width of Carriageway, formation, and right of way); PIEV theory, geometric design elements like design speed, passing and non-passing Sight distances; requirements and design principles of horizontal alignment including radius of curvature, super elevation, extra widening, Design of transition curves, curve resistance and grade compensation and vertical alignment. 12


Pavement design: Evaluation of soil subgrade, sub-base, base and wearing courses; design factors for pavement thickness (including design wheel load and ESWL, strength of pavement materials and plate load tests, and effect of climatic variations) Group Index and CBR methods of flexible pavement design; Westergaards analysis of wheel load stresses in rigid pavements; frictional stresses and warping stresses; IRC Recommendations for design of rigid pavements; design of expansion and contraction joints. Benkelmen Beam Test. 6 Pavement construction Technique: Types of pavement; construction of earth roads, gravel roads, WBM, bitumen and cement concrete roads; joints in cement concrete pavements. Road Materials and Testing : Soil, Stone Aggregate, Bitumen, Marshal Stability Test. 4 Special problems on highways: Failure in flexible and rigid pavaments; Maintenance of earth roads, WBM and bitumen roads; remedial measures for waves and corrugations and mud-pumping; strengthening of pavements; geometric standards for Hill roads; requirements of highwaydrainage systems; and types of surface and subsoil drainage methods. 6 References:- 1. High Way Engineering By Khanna & Justo 2. Transportation Engineering -Vazirani & S.P Chandala Khanna Puslishers 3. I.S Specifications on Concrete , Aggregate & Bitumen 4. IRC Codes


STRUCTURAL DESIGN-II Code: CE602 Contact: 2L +2T Credits: 3 COURSE OBJECTIVES: The subject aims to provide the student with: 1) An introduction to Materials and specification 2) The capability to know about the structure connections 3) The ability to know about the eccentric connection 4) An understanding about the tension members 5) The introduction to compression members 6) An understanding about the beams: 7) An capability to design plate girders 8) An ability to design a gantry girders LEARNING OUTCOMES:

1) Ability to describe about the materials and specification 2) Ability to describe the structure connections 3) An ability to demonstrate the structure connections 4) An ability to demonstrate about the eccentric connection 5) Ability to describe about the tension members 6) An ability to understand compression members 7) An ability to demonstrate about the beams 8) Ability to describe about the design procedure plate girders Materials and Specification:-Rolled steel section, types of structural steel , specifications 2 Structure connections: Riveted, welded and bolted including High strength friction grip bolted joints.– types of riveted & bolted joints, assumptions, failure of joints ,efficiency of joints, design of bolted riveted & welded joints for axial load. Eccentric connection:- Riveted & bolted joints subjected to torsion & shear, tension & shear, design of riveted, bolted & welded connection. 8 Tension members: Design of tension members, I.S code provisions. Permissible stresses, Design rules, Examples 3 Compression members: Effective lengths about major & minor principal axes, I.S code provisions. Permissible stresses, Design rules, Design of one component, two components and built up compression members under axial load. Examples. Built up columns under eccentric loading: Design of lacing and batten plates, Different types of Column Bases- Slab Base,


Gusseted Base, and Connection details. 8 Beams: Permissible stresses in bending, compression and tension. Design of rolled steel sections, plated beams. Simple Beam end connections, beam -Column connections. I.S code provisions 4 Plate girders: Design of webs & flanges, Concepts of curtailment of flanges – Riveted & welded web stiffeners, web flange splices - Riveted, welded& bolted. 6 Gantry Girder: Design gantry girder considering lateral buckling – I.S code provisions. 5 Text & References:- 1. Design of Steel structures, N. Subramanian, Oxford University Press 2. Design of Steel Structures - S.K.Duggal, Tata Mc-Graw Hill, New Delhi 3. Design of steel structures, A.S.Arya and J.L.Ajmani, Nemchand& Bros., 4. Design of steel structures, Vol. I & II, Ramachandra 5. Design of steel structures, PasalaDayaratnam – A.H.Wheeler& Co Ltd. 1990 6. Design of steel structures, B.S.Krishnamachar and D.AjithaSinha – Tata McGraw – Hill publishing Co. Delhi. 7. Design of steel structures, Ramamurtham 8. IS 800 – 2007(Latest Revised code) Bureau of Indian Standard 9. S.P.: 6(1) – 1964 Structural Steel Sections, Bureau of Indian Standard


Environmental Engineering Code: CE- 603 Contact: 2L+2T Credits: 3 COURSE OBJECTIVES: The subject aims to provide the student with: 1) An introduction to water demands: 2) The capability to know about the sources of water 3) The ability to know about the quality of water 4) An understanding about the collection and conveyance of water 5) The introduction to treatment of water 6) An understanding about the distribution: 7) An capability to know sewage and drainage 8) An ability to know characteristics of sewage 9) An ability to know solid waste disposal 10) An ability to know disposal by other methods 11) An ability to know treatment of sewage LEARNING OUTCOMES:

1) Ability to describe about the water demands 2) Ability to describe the sources of water 3) An ability to demonstrate the quality of water 4) An ability to demonstrate about the collection and conveyance of water 5) Ability to describe about the treatment of water 6) An ability to understand about the distribution system 7) An ability to demonstrate about the sewage and drainage 8) Ability to describe about the characteristics of sewage 9) An ability to demonstrate about the solid waste disposal 10) Ability to describe about the disposal by other methods 11) Ability to describe about the treatment of sewage Water demands: Types of demands domestic, commercial, industrial, fire, public use and losses, per capita demand, variations in demand, factors affecting demand. Design period. Forecasting population-different methods and their suitability. 3 Sources of water: surface sources rivers, streams, lakes and impounded reservoirs, determination of quantity of water in the Above sources. Underground sources Springs, wells and infiltration galleries, measurement of yield of open wells., tube wells, artesian wells and infiltration galleries. Comparison of surface source and subsurface sources in respect of quality and quantity. 2 Quality of water: Pollution and contamination of water. Sources, classification and prevention of pollution. Water borne diseases. Impurities in water. Collection of water samples. Water


analysis Physical chemical and biological tests, standards for potable water. 2 Collection and conveyance of water: Intakes-river, lake, reservoir and canal. Hydraulic design of pressure pipes. Hydrostatic tests on pipes. 2 Treatment of water: Aeration, Plain sedimentation, sedimentation with coagulation- coagulant feeding devices, optimum dosage of coagulant. Filters and their different types, disinfection, water softening. The functional design of treatment unit. Removal of iron, manganese, colour, odour and taste, Fluoridation, desalination. 5 Distribution: Systems of distribution, layout of distribution system, Pressure in distribution system, Storage and distribution reservoirs. Capacity of reservoirs. Type of reservoirs. Detection and presentation of leakages. Design of distribution system Nomograms, Hardy cross method, valves and pipe fittings, Hydrants. Necessity of pumps in water supply, types of pumps, .determination of capacity of pumps required (no derivation) 3 Sewage and drainage: Definition of some common terms used in sanitary engineering. Systems of sanitation, systems of Sewerages. Types of sewage. Sources of sanitary sewage. Estimating the quantity of sanitary sewage and storm sewage.Design of sewers.Nomograms, partial flow diagrams. Testing of sewer lines Sewer appurtenances. Pumping of sewage. House Drainage. 3 Characteristics of sewage: Physical, Chemical and Biological. Test on sewage; Solids, dissolved oxygen, biochemical oxygen demand, stability and relative stability, chlorides, sulphide, nitrogen. pH value, grease, oil and fat. Biological tests, carbon, Nitrogen and sulphur cycles. 3 Solid waste disposal: Quality and quantity of refuse, Collection and conveyance of solid wastes. Disposal of solid waste by composting, and other methods, Salvaging, grinding and discharging into sewers. 3 Disposal by other methods: Oxidation pond, oxidation ditch, aerated lagoon, septic tank, Iimhoff tank, Disposal by dilution, irrigation and farming, stream sanitation. 3


Treatment of sewage: Primary treatment - screen, grit chamber, detritus tank, skimming tank, plain sedimentation sedimentation with coagulation. Secondary treatment - Filtration, normal rate trickling filters, high rate trickling filters activated sludge process, aeration units, types of activated sludge process, sludge digestion. Functional design of primary and secondary treatment units. 3 References:- Environmental Engineering Vol. I & II S.K. Garg -Khanna Pub . Water Supply , Waste Disposal &Enviormental Pollution Engineering – A . K . Chatterjee – Khanna Pub . Water Supply & Waste Water Disposal –G . M . Fair ,J . C . Geyer ,D . A . Okun . –Jhon Wiley & Sons . Sanitary Engineering Volume I & II by Kshirasagar. Manual of treatment - A Government of India Publication. Water Supply and Sanitary Engineering By G.S.Birdi


Foundation Engineering Code – CE- 604 Contacts-2L+2T Credits-3 COURSE OBJECTIVES: The subject aims to provide the student with: 1) An introduction to site investigation & soil exploration 2) The capability to know about the classification of foundations: 3) The ability to know about the shallow foundations 4) An understanding about the settlement 5) The introduction to allowable bearing capacity 6) An understanding about the deep foundations 7) An capability to know about ground improvement technique 8) An ability to know about the foundation on problematic soil

LEARNING OUTCOMES:

1) Ability to describe about the site investigation & soil exploration 2) Ability to describe the classification of foundations: 3) An ability to demonstrate the shallow foundations 4) An ability to demonstrate about the settlement 5) Ability to describe about the allowable bearing capacity 6) An ability to understand about the deep foundations 7) An ability to demonstrate about the ground improvement technique 8) Ability to describe about the solution regarding foundation on problematic soil Site Investigation & Soil Explanation : Planning of sub-surface explanation , methods , sampling, samples, Insitu tests: SPT, SCPT, OCPT, field vane shear , Plate load test, Bore log, preparation of sub-soil Investigation report . 4 Foundations: Classification, selection- shallow and deep foundations. 2 Shallow foundations : Bearing capacity, Terzaghi’s bearing capacity theory, effect of depth of embedment, eccentricity of load, Foundation shape on bearing capacity , Bearing capacity on layered media, Bearing capacity as per 1S 6403. 6 Settlement : Immediate and consolidation settlement , correction for rigidity and dimensional effects, settlement in various types of soil , IS-1904 recommendations. 4


Allowable bearing capacity : Definition , Determination of allowable bearing capacity from insitu test- SPT , SCPT and Plate load test. 5 Deep foundations : Pile : Types, load transfer mechanism , method of installation of piles- classification base on material , Installation Techniques – Selection and uses, Determination of load carrying capacities of piles by static and Dynamic formulae, Pile group . Group efficiency, Negative skin friction, pile load test 5 Introduction to Ground Improvement Technique : Stabilization using admixtures , stone columns , sand drains, grouting,n geotextiles ibroflotation. 3 Foundation on problematic soil : Foundation on expansive soil: Foundation on expansive soil, swelling potential , swelling and It’s prevention , foundation on swelling soils. 3 Reference: 1.Foundation Analysis & Design By J.E. Bowels ( Mc Graw Hill) 2. Principles of Foundation Engg. By B.M. Das (PWS Publishing) 3. Soil Mechanics & foundation Engg. By WNS Murthy. 4. SP- 36 (Part I & Part II) 5 Foundation Engineering By S.P Brahma ( TMH) 6. Relevant IS Codes.


TRANSPORTATION & HIGHWAY ENGINEERING LAB. CODE: CE691 Credits –2 Tests on highway materials – Aggregates- Impact value, los-Angeles Abrasion value water absorption, Elongation & Flakiness Index. Bitumen & bituminous materials – specific gravity, penetration value, Ductility, softening point, loss on heating, Flash & Fire point test. Stripping value test Design of mix gradation for mix seal surfacing Design of B.M. & S.D.B.C. Mix Marshal Stability Test. Benkelman Beam Test. Reference: BIS codes on Aggregates & Bituminous Materials Highway material testing (Laboratory Manual) - S.K. Khanna and CE.G. Justo, - I.R.C. codes.


Structural Design/Drawing Code CE: 692 Contact 3P Credits-2 General considerations , design principle of R.C.C. sections, limit state method of design. Loads and stresses to be considered in the design as per I.S. code provision. Design & detailing of a i) Simply supported R.C.C. Beam. ii)Continuous T- Beam. Design & detailing of a i) Simply supported one way slab i) One way continuous slab. Design of different units –slab , beam column, roofing and staircase from floor plan of a multistoried frame building – two way action of floor slab. Reference:- 1. Fundamental of Reinforced concrete- N.C. Sinha & S.K.Roy. 2. Design of concrete structures – Ramachandra. 3. Limit State Method of Design – Varghese,PHI Ltd. 4. I.S- 456-2000 5. I.S.875 6. SP-16


Computer programme in Civil Engineering Code CE: 693 Contact 2P Credits: – 1 Introduction and important features of a software dealing with analysis and design of structures Analysis and design of a multistoried building using software, Preparation of detailed drawings of different structural elements including ductility detailing RCC Slab, beam, column and footing design.


Soil Mechanics Lab.-II Code-CE694 Contact: 3P Credit –2 Determination of compressibility characteristics of soil by Oedometer test (co-efficient of consolidation & compression Index) Determination of unconfined compressive strength of soil Determination of Shear parameter of soil by Direct shear test Determination of undrained shear strength of soil by Vane shear test. Determination of shear parameter of soil by Triaxial test (UU) Standard Penetration Test Expt No. 6 by large groups in the field. References:- 1. Soil testing by T.W. Lamb ( John Willey) 2. SP-36 (Part-I & Part –II ) 3. Soil Mechanics Laboratory Manual by B. M. Das, OXFORD UNIVERSITY PRESS 4. Measurement of engineering properties of soil by E.Jaibaba Reddy & K. Ramasastri.


Water Resource Engineering Code – CE 701 Contact – 2L +2T Credits- 3 COURSE OBJECTIVES: The subject aims to provide the student with: 1) An introduction to catchment area and hydrologic cycle 2) The capability to know about the evaporation, evapo-transpiration and infiltration 3) The ability to know about the stream flow measurement 4) An understanding about the hydrographs characteristics 5) The introduction to types of Irrigation systems, methods of irrigation 6) An understanding about the canal Irrigation 7) An capability to know about design of unlined alluvial channels by silt Theories 8) An ability to know about the water logging and drainage 9) An ability to know about the Introduction to ground water flow, darcy law; wells

LEARNING OUTCOMES:

1) Ability to describe about the catchment area and hydrologic cycle 2) Ability to describe the evaporation, evapo-transpiration and infiltration 3) An ability to demonstrate the stream flow measurement 4) An ability to demonstrate about the hydrographs characteristics 5) Ability to describe about the types of Irrigation systems, methods of irrigation 6) An ability to understand about the canal Irrigation 7) An ability to demonstrate about the design of unlined alluvial channels by silt Theories 8) Ability to describe about the solution regarding water logging and drainage 9) Abilty to discuss about the Introduction to ground water flow, darcy’s law; wells Catchment area and Hydrologic cycle, Measurement of rainfall – Rain gauges, Estimation of missing rainfall data, checking of consistency, Optimum number of Rain gauges. Calculation of average rainfall over area – different methods, Frequency analysis of rainfall intensity duration curve. Rainfall mass curve, hyetograph, Examples 4 Evaporation, evapo-transpiration and infiltration: Processes, Factors affecting run off, estimation of run-off, rainfall run off relationship 4 Stream flow measurement: Direct and indirect methods, Examples. Stage discharge Relationships 4 Hydrographs; characteristics: Base flow separation. Unit Hydrographs. Derivation of unit hydrographs, S-curve, flood routing. 4


Types of Irrigation systems, methods of irrigation: Water requirements of crops: Crop period or Base period, Duty & Delta of a crop, relation between Duty & Delta, Duty at various places, flow Duty & quantity Duty, factors affecting Duty, measures for improving Duty of water, crop seasons 4 Canal Irrigation: Introduction, classification of irrigation canals, Efficient section, certain important definitions, Time factor, Capacity factor, full supply coefficient, Nominal duty, Channel losses, Examples. 4 Design of unlined alluvial channels by silt Theories: Introduction, Kennedy’s theory, procedure for design of channel by Kennedy’s method, Lacey’s theory, concept of True regime Initial regime and final regime, design procedure using Lacey’s theory, examples 4 Water logging and drainage: Causes, effects and prevention of water logging. Type of drains-open drains and closed drains (introduction only), Discharge and spacing of closed drains. Examples. Lining of Irrigation Canals: Objectives, advantages and disadvantages of canal lining, economics and requirements of canal lining, Design of lined Canals examples 4 Introduction to ground water flow, Darcy law; Wells: Definition, Types-open well or Dug well, Tube well, open well-shallow open well, deep open well, cavity formation in open wells, construction of open wells, Yield of an open well –Equilibrium pumping test, Recuperating test, examples, Tube wells – Strainer type, cavity type, slotted type. Examples.4 References:- 1. Engineering Hydrology K. Subramanya Tata McGraw-Hill 2. A Text Book of Hydrology- P. Jaya Ram Reddy Laxmi Publications-New Delhi 3. Hydrology & Water Resource Engineering- S.K Garg Khanna Publishers. 4. Hydrology Principles, Analysis and Design H. M. Raghunath. . 5. Hydraulics of Groundwater J. Bear McGraw-Hill 6. Water Resources Engineering Through Objective Questions K. Subramanya Tata McGraw-Hill 7. Irrigation & Water Power Engineering- B.C Purnia, S Pande- Standard Publication- New Delhi. 8. Irrigation Engineering G.L Aswa Wiley Eastern-New Delhi 9. Irrigation, Water Resource & Water Power Engineering- .Dr. P.N Modi- Standard Book House- New Delhi


Professional Elective-I Bridge Engineering Code: CE 702/A Contact: 3L Credits: 3 COURSE OBJECTIVES: The subject aims to provide the student with: 1) An introduction to bridge 2) The capability to know about the Reinforced concrete solid slab bridge: 3) The ability to know about the Box Culvert: Introduction 4) An understanding about the Beam and Slab Bridges 5) The introduction to types of Balanced Cantilever Bridges 6) An understanding about the Steel Bridges 7) An capability to know about design Plate Girder Bridge 8) An ability to know about the Composite Bridges 9) An ability to know about the Cable Stayed Bridge LEARNING OUTCOMES:

1) Ability to describe about the bridge 2) Ability to describe the Reinforced concrete solid slab bridge 3) An ability to demonstrate the Box Culvert: Introduction 4) An ability to demonstrate about the Beam and Slab Bridges 5) Ability to describe about the Balanced Cantilever Bridges 6) An ability to understand about the Steel Bridges 7) An ability to demonstrate about the design Plate Girder Bridge 8) Ability to describe about the Composite Bridges 9) Abilty to discuss about the Introduction to Cable Stayed Bridge Introduction, - Definition and Basic Forms, Component of bridge, classification of bridge, short history of bridge development.I.R.C Loads. Analysis of IRC Loads, Impact factors, other loads to be considered, Importance of Hydraulic Factors in Bridge Design. 3 Reinforced concrete solid slab bridge: Introduction, General design features, Effective width method. Simply supported and cantilever Slab Bridge, analysis and design 3 Box Culvert: Introduction, Design method and Design example 3 Beam and Slab Bridges Introduction, Design of interior panel of slab. Pigeauds method, Design of longitudinal girder, Calculation of longitudinal moment, design example. 3 Balanced Cantilever Bridges: General Features, Arrangement of supports, design features Articulation, Design example. 3


Steel Bridges: General features, types of stress, Design example. 3 Plate Girder Bridge: Elements, design, lateral bracing, Box- girder Bridges. 3 Composite Bridges: General aspects, method of construction, analysis of Composite section, shear connectors, design of composite beam. 4 Cable Stayed Bridge: General features, Philosophy of design. 3 References:- 1. Principle & Practice of Bridge Engineering S.P. Bindra– DhanpatRai Pub 2 . Essentials of bridge engineering D.J. Victor 3. Bridge engineering Ponnuswamy 4. Design of Bridge Structures T.R. Jagadesh, M.A. Jayaram 5. Bridge engineering by Krishnaraju 6 . Design of concrete bridges by Aswani, Vizirani , Ratwani 7. Design of steel structures Arya&Ajmani 8. Concrete Structures Vaziram&Ratwani 9. Structures design and drawing Krishnamurthy 10 . Relevant IS & IRC codes


Prestressed Concrete Code: CE702/B Contact: – 3L Credits: 3 COURSE OBJECTIVES: The subject aims to provide the student with: 1) An introduction of prestressed concrete 2) The capability to know about the limit state design criteria 3) The ability to know about the anchorage zone stresses 4) An understanding about the composite construction 5) The introduction to prestressed concrete poles and sleepers: 6) An understanding about the prestressing LEARNING OUTCOMES:

1) Ability to describe about the Prestressed concrete 2) Ability to describe the limit state design criteria 3) An ability to demonstrate the anchorage zone stresses 4) An ability to demonstrate about the composite construction 5) Ability to describe about the prestressed concrete poles and sleepers: 6) An ability to understand about the prestressing Introduction of Prestressed concrete: Materials, prestressing system, analysis of prestress andbending stress, losses Shear and torsional resistance: design of shear reinforcement, design of reinforcement for torsion shear and bending. Deflections of prestressed concrete members: Importance, factors, short term and long term deflection 6 Limit state design criteria: Inadequacy of elastic and ultimate load method, criteria for limit states, strength and serviceability. Design of sections for flexure: methods by Lin and Magnel 5 Anchorage Zone stresses in post tensioned members: Stress distribution in end block, anchorage zone reinforcement 5 Composite construction of prestressed and in-situ concrete: Types, analysis of Stresses Statically Indeterminate structures: advantages of continuous member, effect of prestressing, methods of achieving continuity and method of analysis of secondary moments. 5 Prestressed concrete poles and sleepers: Design of sections for compression and bending 5 prestressing: partial prestressing and non prestressed reinforcement 5


References:- 1 Prestressed Concrete, Fourth Edition, N Krishna Raju McGraw Hill 2 Design of Prestressed Structures, T.Y.Lin and N.H.Burns, Wiley Eastern Ltd 3 Fundamentals of Prestressed Concrete, N.C.Sinha and S.K.Roy 4 Prestressed Concrete, S.Ramamurthan


Advance Transportation Engineering Code : CE – 702/C Contact : 3L Credits : 3 COURSE OBJECTIVES: The subject aims to provide the student with: 1) An introduction to railway engineering 2) The capability to know about the airports : 3) The ability to know about the transportation planning LEARNING OUTCOMES:

1) Ability to describe about the railway engineering 2) Ability to describe the airports 3) An ability to demonstrate the transportation planning for rural area Railway Engineering :- Introduction to Railway Engg.: Railway terminology, survey for track alignment, railway track component parts, gauges, wheel and axle arrangements. 3 Tractive Resistance : Resistance to traction, various resistances and their evaluation, hauling capacity and tractive effort. 3 Permanent way : Permanent way component parts, rails, railway sleepers, types, railway creep, anti creep devices check and guard rails, ballast requirements, types specification, formation, cross section and drainage. 3 Geometric Design : Alignment, horizontal curves, super elevation, equilibrium cant and cant deficiency, Gradients and grade compensation. 3 Railway Station Yard : Site, requirements, classification of railway stations. 2 Signaling and Inter looking : Objectives, principles of signaling, classification and types of signals in stations and yards & methods of interlocking.


3 Airports : Introduction to airport planning and development : General philosophy of airport planning and development, ICAO classification of airports, site selection factors characteristics and jet aircraft. 4 Airport design standards ; Orientation of runways, length of runways and corrections, width of runways, sight distances, gradients and clearance, taxiways and Aprons. 4 Airport planning : Centralized and decentralized planning concepts, terminal requirements, terminal facilities and Typical layout of airports. 4 Transportation planning : Transportation planning at different levels; Transport Project planning– Planning studies and investigation; Elements of Urban Transportation Planning; Transport Demand Analysis; Preparation of Project Report 8 References:- A Text Book of Railway Engineering – S.P. Arora & S.C. Saxena Docks, Harbours and Tunnels by Srinivasan Transportation Engineering by Vazirani & Chandola Airport planning and Desigri. S.K.Khanna & M.G.Arora


Construction Planning & Management Code –CE 703 Contact- 2L+2T Credits –3 COURSE OBJECTIVES: The subject aims to provide the student with: 1) An introduction to planning 2) The capability to know about the regulation and bye laws 3) The ability to know about the requirements 4) An understanding about the fire protection 5) The introduction to construction plants & equipments 6) An understanding about the plants &Equipments for concrete construction 7) An capability to know about planning & scheduling of constructions projects 8) An ability to know about the management LEARNING OUTCOMES:

1) Ability to describe about the planning 2) Ability to describe the regulation and bye laws 3) An ability to demonstrate the requirements 4) An ability to demonstrate about the fire protection 5) Ability to describe about the construction plants & equipments 6) An ability to understand about the plants &Equipments for concrete construction 7) An ability to demonstrate about the planning & scheduling of constructions projects 8) Ability to describe about the management Planning : General consideration , Definition of aspect, prospect, roominess, grouping, circulation privacy, acclusion. 3 Regulation and Bye laws : Bye Laws is respect of side space, Back and front space , Covered areas, height of building etc., Lavatory blocks , ventilation . 3 Requirements : for stair lifts in public assembly building, offices, 3 Fire Protection :- Fire fighting arrangements in public assembly buildings, planning , offices, auditorium. 3 Construction plants & Equipments:- Plants & equipments for earth moving , road constructions, excavators, dozers, scrapers, Spreaders, rollers, their dues, choices. 5


Plants &Equipments for concrete construction :- Batching plants, Ready mix concrete mixer ,Vibrators etc., quality control. 3 Planning & Scheduling of constructions Projects :-Planning by CPM & PERT,Preparation of network, Determination of slacks or floats. Critical activities. Critical path, project duration . expected mean time , probability of completion of project, Estimation of critical path, problems. 7 Management : Professional practice, Defination, Rights and responsibilities of owner, engineer, Contractors, types of contract, Invitation of tender, tender notice, acceptance of tender (EMD, SD, EOI) Arbitration. 4 Reference: P.P.Dharwadkar, ‘Management in construction industry’. Oxford and IBH Publishing company New Delhi (1979) J.O.Brien, ‘Construction Management’, Critical path Methids in Contruction’, Wiley Interscience. (1966) Puerifoy, R.L. ‘Construction Planning, Equipments and methods’, McGraw Hill. (1973) B.C.Punmia and K.K.Kandelwal, ‘Project planning and control with PERT and CPM’ (1977) PWD codes A and D code. PERT and CPM by L.S. Srinath Construction equipments and its management by S.C.Sharma


ENVIRONMENTAL ENGINEERING LAB CODE- CE-791 Contact 3P CRDIT-2 Experiments :- pH colour , turbidity Solids – suspended , dissolved , settleable and volatile , Dissolved oxygen, BOD , COD Determination of fluorides and Iron Hardness , Chlorides Nitrite – Nitrogen and Ammonical – Nitrogen Available chlorine in bleaching powder,Residual chlorine in water & Chlorine demand . Bacteriological quality of water – presumpting test,confirmation test and Determination of MPN Jar Test.


Principles of Management Code: HU801 Contact: 3L Credits: 3 Basic concepts of management: Definition – Essence, Functions, Roles, Level. 2 Functions of Management: Planning – Concept, Nature, Types, Analysis, Management by objectives; Organisation Structure – Concept, Structure, Principles, Centralization, Decentralization, Span of Management; Organisational Effectiveness. 5 Management and Society – Concept, External Environment, CSR, Corporate Governance, Ethical Standards. 3 People Management – Overview, Job design, Recruitment & Selection, Training & Development, Stress Management. 2 Managerial Competencies – Communication, Motivation, Team Effectiveness, Conflict Management, Creativity, Entrepreneurship. 2 Leadership: Concept, Nature, Styles. 3 Decision making: Concept, Nature, Process, Tools & techniques. 3 Economic, Financial & Quantitative Analysis –


Production, Markets, National Income Accounting, Financial Function & Goals, Financial Statement & Ratio Analysis, Quantitative Methods – Statistical Interference, Forecasting, Regression Analysis, Statistical Quality Control. 5 Customer Management – Market Planning & Research, Marketing Mix, Advertising & Brand Management. 3 Operations & Technology Management – Production & Operations Management, Logistics & Supply ChainManagement, TQM, Kaizen & Six Sigma, MIS. 4 References:- 1. Management: Principles, Processes & Practices – Bhat, A & Kumar, A (OUP). 2. Essentials for Management – Koontz, Revised edition, Tata McGraw Hill (TMH) 3. Management – Stoner, James A. F. (Pearson) 4.Management - Ghuman, Tata McGraw Hill(TMH) Structural Dynamics and Earthquake Engineering Code – CE 801/A Contacts-3L Credits-3 COURSE OBJECTIVES: The subject aims to provide the student with: 1) An introduction to theory of vibrations 2) The capability to know about the response of single degree freedom system 3) The ability to know about the response due to transient loading 4) An understanding about the elements of seismology 5) The introduction to principles of earthquake resistant design LEARNING OUTCOMES:

1) Ability to describe about the theory of vibrations 2) Ability to describe the response of single degree freedom system 3) An ability to demonstrate the response due to transient loading 4) An ability to demonstrate about the elements of seismology 5) Ability to describe about the principles of earthquake resistant design Theory of vibrations:


Degrees of freedom, Undamped single degree freedom system, Damped single degree freedom system, Natural frequency, modes of vibration, Introduction to multiple degree freedom system. 5 Response of single degree freedom system due to harmonic loading: Undamped harmonic excitation, Damped Harmonic excitation. 5 Response due to Transient loading: Duhamel’s Integral, Response due to constant force, Rectangular load, Introduction to numerical evaluation of Duhamel’s integral of undamped system. 6 Elements of seismology: Fundamentals: Elastic rebound theory, Plate tectonics, Definitions of magnitude, Intensity, Epicenter etc., Seismographs, Seismic zoning, Response of Simple Structural Systems. 4 Principles of earthquake resistant design: Terminology, General principles and Design criteria, Methods of Analysis, Equivalent lateral force method of Analysis for multistoried building as per Indian Standard Code of Practice, Introduction to Response Spectrum Method, Fundamental concepts of Ductile detailing. 6 References: Structural Dynamics (Theory and Computation) ,Mario Paz., CBS Publishers and Distributor. Dynamics of Structure (Theory and Application to Earthquake Engineering) ,A.K.Chopra ,Pearson Education. Elements of Eathquake Engineering Jai Krishna, A. R. Chandrashekhar and Brijesh Chandra,South Asian Publishers. Earthquake Resistant Design , D. J. Dowrick John ,Willey & Sons. IS 1893 (Part 1): 2002, IS 3920, IS 4326 -------- Bureau of Indian Standard


Finite Element Analysis Code –CE801/B Contacts 3L Credits- 3 COURSE OBJECTIVES: The subject aims to provide the student with: 1) An introduction to basic concepts 2) The capability to know about the matrices related to structural analysis 3) The ability to know about the energy principles: 4) An understanding about the finite element method LEARNING OUTCOMES:

1) Ability to describe about the basic concepts 2) Ability to describe the matrices related to structural analysis 3) An ability to demonstrate the energy principles 4) An ability to demonstrate about the finite element method Basic concepts : Introduction to Finite Elements 2 Matrices related to structural analysis: Matrix Algebra- Method for matrix invention and solution of simultaneous equation. Structural Analysis – Flexibility and stiffness method. Elements of Elasticity- Two dimensional problems, Plate bending etc. 5 Energy Principles: Weighted residual methods- Governing differential equations of beams & plates and their finite difference force . Concept of disortification . 6 Finite Element Method: Displacement approach- Element, Trust element etc. Isoparametric Elements- Shape function, natural co-ordinates. Numerical integration Technecques. 4 - Nodal Iso parametrics element. 8 –Nodat Iso parametrics element. Plane elasticity problems- Plate stress problems, Plane strain problems Different Triangular Elements CET, LST etc. Plate Bending problems- General formulation Triangular Plate Bending Rectangular plate bending elements etc. 15


Reference:- 1.Energy and Finite Element methods in Structural Mechanics – Z.H. Shames and C.L. Dym (New Age International Publishers Ltd. Wiley eastern Ltd. , India.) 2.Matrix Finite Element computer and Structural analysis- M. Mukhopadhayay,(Oxford & IBM) 3.Finite element analysis – C.S. Krishnamurthy( TMH – Tata Mc Graw Hill. 4.Finite element method – by R.D. Cook. 5.The finite element method- Vol.I & II – O.C.Zienkarcz & R.L. Taylar Mc Graw Hill – New York ‘


Water Resources Management & Planning Code: CE801/C Contact: – 3L Credits: 3 COURSE OBJECTIVES: The subject aims to provide the student with 1) An introduction to Water Resources. 2) Introduction to system, classification of system. 3) Understanding about the methodology of various programming. 4) Ability to know about reservoir operation. 5) Capability to know about uncertainty on water resources planning. 6) Learning about Stochastic River Basin Planning Model. 7) Prediction and Simulation of water quality model.

LEARNING OUTCOMES: 1) Ability to describe about Water Resources 2) An ability to demonstrate the planning models and solution procedures. 3) An ability to understand about the probability concepts. 4) Ability to describe about the solution of reservoir operation, stochastic, dynamic

programming. 5) An ability to demonstrate about the water quality management model.

Planning and analysis of Water Resource Systems: Introduction, System Analysis, Engineers and Policymakers. 3

Methods of Analysis: Introduction, Evaluation of Time streams of Benefits and Costs. Plan formulation, Planning models and solution procedures, Lagranges Multipliers, Dynamic Programming, Recursive equations, Bellmans’ principle of optimality. Curse of dimensionality of discrete dynamic programming. 8

Reservoir Operation: Sequential process, single Reservoir problem - with release as decision variable, with storage as decision variable (deterministic approach). Examples, Related Computer Programming. Multi–reservoir problems (Deterministic approach). 6

Water Resources Planning under Uncertainty: Introduction, probability concepts and Methods – Random variable and Distributions, Univariate probability Distributions, properties of Random variable – Moment and Expectation ( Univariate Distributions), Moment Generating Functions, Measures of Central tendency, Measures of Dispersion, Measures of symmetry ( Skewness), measures of peakedness (kurtosis), examples. 10

Stochastic River Basin Planning Model: Introduction, Reservoir operation, Stochastic, Dynamic programming, Operating Model, Probability Distribution of Storage volumes and Releases, examples.


6

Water quality Management: Prediction and Simulation, Water quality Management Modelling. 3

References:

1. Applied Hydrology. V.T. Chow

2. Hydrology. Raudkivi

3. Stochastic Hydrology. Jayarami Reddy

4. Water Resources Engineering. M.C. Chaturvedi

5. Water Resources Systems Planning & Analysis. Ddenice P Loucks, Jery R.

6. Water Resources Engineering. Larry W. Mays

Soil Stabilization and Ground Improvement Technique Code – CE 802/A Contact – 3L Credits- 3 COURSE OBJECTIVES: The subject aims to provide the student with 1) An introduction to soil stabilization 2) The capability to know about the specific methods of soil stabilization 3) The ability to know about the in-situ densification 4) An understanding about the geo-textiles 5) The introduction to grouting 6) An understanding about the soil stability LEARNING OUTCOMES:

1) Ability to describe about soil stabilization 2) Ability to describe the specific methods of soil stabilization 3) An ability to demonstrate the in-situ densification 4) An ability to demonstrate about the geo-textiles 5) Ability to describe about the grouting 6) An ability to understand about the soil stability Soil Stabilization: Introduction, Stabilization of soil with granular skeleton and soil withoutgranular skeleton, common nomenclature of stabilized soil systems and stabilization methods, 3 specific methods of soil stabilization:


Stabilization with cement, lime fly-ash 3 In-situ densification: Introduction, 2 Compaction: methods and controls 2 Densification of granular soil: Vibration at ground surface, Impact at ground surface, Vibration at depth (Vibroflotation), Impact at depth. 4 Densification of Cohesive Soils: Preloading and dewatering, Design of Sand drains and Stone columns, Electrical and thermal methods. 4 Geo-textiles: Over view: Geotextiles as separators, reinforcement. Geotextiles in filtration and Drainage, geotextiles in erosion control. 4 Grouting: Over view: Suspension and Solution grout, Grouting equipment and methods, Grout Design and layout, Grout monitoring schemes. 5 Soil stability: Reinforced earth fundamentals, Soil nailing, Soil and Rock Anchors, Underpinning 5 References:-

1. Foundation Analysis & Design, J.E. Bowels, McGraw Hill 2. Principles of Foundation Engineering, B.M. Das, Thomson Book 3. Foundation Design Manual ,N. V. Nayak ,Dhanpat Rai Publication Pvt. Ltd 4. Construction and Geotechnical methods in Foundation engineering , R.M. Koener,

McGraw Hill 5. Technology in tunnelling and dam construction, A.V. Shroff. & D.L. Shah, Oxford and

IBH Publishing Co.Pvt.Ltd 6. Reinforced Earth T S Ingold Thoam Telford 7. Designing with Geosynthetics R M Koerner Prentice Hall


Environmental Pollution and Control Code – CE 802/B Contact – 3L Credits- 3 COURSE OBJECTIVES: The subject aims to provide the student with 1) An introduction to introduction 2) The capability to know about the air pollution 3) The ability to know about the noise pollution 4) An understanding about the water pollution 5) The introduction to global environmental issues 6) An understanding about the administrative control on environment 7) An understanding about the environmental laws LEARNING OUTCOMES:

1) Ability to describe about introduction 2) Ability to describe the air pollution 3) An ability to demonstrate the noise pollution 4) An ability to demonstrate about the water pollution 5) Ability to describe about the global environmental issues 6) An ability to understand about the administrative control on environment 7) An ability to demonstrate environmental laws Introduction: Environment. Pollution, Pollution control Air Pollution: (i)Air Pollutants: Types, Sources, Effects; (ii) Air Pollution Meteorology: Lapse Rate, Inversion, Plume Pattern; Air Pollution Dispersion Model: Point SourceGaussian Plume Model, Stability Classes, Stability Charts, Design of Stack Height. (iii)Air pollution Control: Self cleansing properties of the environment; Dilution method; (iv)Engineered Control of Air Pollutants: Control of the particulates, Control of Gaseous Pollutants, Control of Air pollution from Automobiles. 10 Noise Pollution: Definition; Sound Pressure, Power and Intensity; (ii)Noise Measurement: Relationships among Pressure, Power and Intensity, Levels, Frequency Band, Decibel Addition, Measures of community Noise i.e. LN, Leq, Ldn,, LNP; Sources, ; Effects; Control.


6 Water pollution: Pollution Characteristics of Typical Industries, Suggested Treatments. 4 4. Global Environmental Issues: Ozone Depletion, Acid Rain, Global Warming-House Effects 4 Administrative Control on Environment: Functions of Central and State Pollution Control Boards; Environmental Clearance Process for Industries and Infrastructural Projects 5 Environmental Laws: Water Act, Air Act, Motor Vehicle Act 3 References: Introduction to Environmental Engineering and Science G. Masters, W. Ela PHI Environmental Engineering: A Design Approach A. Sincero, G. Sincero PHI Environmental Engineering P. V. Rowe TMH Environmental Engineering, S.K . Garg, Khanna Publishers Air Polution Rao and Rao TMH Water Supply, Waste Disposal and Environmental Pollution Engineering, A.K.Chatterjee Khanna Publishers Environmental Engineering, Vol.II, P. N. Modi , Environmental Modelling, , Rajagopalan Oxford University Press.


Professional Elective III Pavement Design Code – CE 802/C Contact – 3L Credits: 3

COURSE OBJECTIVES:

1) To study the behavior of pavements under various loads 2) To design the flexible and rigid pavements using different Empirical, semi-empirical and theoretical approaches 3) To understand the concept of Pavement Management System, pavement failures and its evaluation

LEARNING OUTCOMES:

1) Ability to understand the properties and various tests for the subgrade soil, road aggregates and the bitumen. 2) Will be able to perform Bituminous Mix design and understand the fatigue behaviors of bituminous mixes


3) Determine the proportions of ingredients required for the mix design of both asphalt mixtures and cement concrete. 4) Ability to select appropriate asphalt binder for construction of a flexible pavement depending upon the traffic and climatic conditions 5) To know the stresses, strains and deflections in rigid and flexible pavements; traffic loading; and material characterization. 6) Will be able to understand the structural and functions failure and the evaluation of pavements.

Principles of Pavement Design: Types of Pavements, Concept of pavement performance, Structural and functional failure of pavement, Different types of pavement performance, Different pavement design approaches. 6 Pavement Material Characterization: Identification of different type of materials Field and laboratory methods for characterization of pavement materials. 8 Pavement Overlay Designs: Overlay design as per Indian Roads Congress guidelines (IRC-81). Overlay design as per AASHTO-1993 guidelines. 4 Analysis and Design of Flexible Pavements: Selection of appropriate theoretical model for flexible pavements, Analysis of different layers of flexible pavements based on linear elastic theory, Different methods of design of flexible pavements, IRC guidelines (IRC-37) 6 Analysis and Design of Rigid Pavements : Selection of appropriate theoretical models for rigid pavements, Analysis of wheel load stresses, curling, temperature differential, Critical stress combinations , Different methods of design of rigid pavements, IRC guidelines (IRC-58) 6 Traffic Consideration in Pavement Design: Vehicle types, Axle configurations, Contact shapes and contact stress distribution, Concept of standard axle load, Vehicle damage factor, Axle load surveys, Estimation of design traffic. 4

Texts & References:

1. IRC:37-2012, IRC:58-2011, IRC:73-1998, IRC-81-1998, IRC:106-1992 and other relevant IRC

2. Principles of Pavement Design, E.J. Yoder and M.W. Witzack, Wiley Publications Ltd.

3. Pavement Analysis and Design, Y.H. Huang, Prentice Hall Publications

4. Highway Engineering, C.E.G. Justo & S.K. Khanna, NemChand Publishers

Hydraulic Structures Code – CE 803/A Contact – 3L Credits- 3 COURSE OBJECTIVES: The subject aims to provide the student with 1) An introduction to hydraulic structure 2) Introduce student to professional practice and design code. 3) Encourage class discussion for formulating and solving multivariable hydraulic design

problem in an open ended solution space.


4) To develop understanding of the basic principles and concept of analysis and design of hydraulic structure.

LEARNING OUTCOMES: 1) Ability to describe about hydraulic structure 2) Principle of flow in culverts, headworks and outlet works. 3) Types of dam and its design. 4) Flood control structure.

Diversion Head works: Necessity, Difference between weir and Barrage, Type of Weirs, Selection of site, layout and description of each part, Effects of construction of a weir on the river regime, causes of failure of weirs on permeable foundation and their remedies. 4

Theories of seepage and Design of weirs and Barrages: Failure of Hydraulic Structures Founded on Pervious foundations: I) By piping ii) By Direct uplift, Bligh’s creep theory of seepage flow, Khosla’s theory & concept of flow nets, concept of critical exit gradient, Khosla’s method for determination of pressures and exit gradient for seepage below a weir or a barrage, necessary corrections, examples. 6

Hydraulic structures for canals: Canal falls – necessity, locations, types and description of Ogee fall, Trapezoidal-notch fall, Syphon well drop. Examples. 4

Cross-Drainage Works: Necessity, types, selection of a suitable type (Introduction only). 4

Dam (General): Definition, classification of Dams, factors governing selection of type of dam, selection of suitable site for a dam. 2

Earthen Dams: Introduction, Types of Earthen Dams, Methods of Construction, Causes of failure, Design Criteria, Determination of line of seepage or phreatic line in Earthen Dam, seepage control in Earthen Dam, Examples. 6

Gravity Dam: Definition, Typical cross- section, Forces acting on Gravity Dam, Combination of forces for design, Mode of failure and criteria for structural stability of Gravity Dams, Principal and shear stresses. Elementary profile of a Gravity Dam, Concept of High and low Gravity Dam, Examples. 6


Spillways: Types, Location, Essential requirements, spillway capacity. Components of spillway, Energy Dissipators, Stilling basins (Indian standard). 4

References

1. Irrigation Engineering and hydraulic structures by Santosh Kumar Garg

2. Irrigation, water Resources and Water Power Engg by Dr. P.N. Modi

3. Water Resources Engineering Principle and practice By Satya Narayana Murthy Challa. 4. Concrete Dams by R.S. Varsney Remote Sensing and GIS Code: CE803/C Contact: – 3L Credits: 3 COURSE OBJECTIVES: The subject aims to provide the student with 1) An introduction to introduction 2) The capability to know about the photogrammetry 3) The ability to know about the satellite survey 4) An understanding about the astronomy 5) The introduction to geoinformatics LEARNING OUTCOMES:

1) Ability to describe about introduction 2) Ability to describe the photogrammetry 3) An ability to demonstrate the satellite survey 4) An ability to demonstrate about the astronomy 5) Ability to describe about the global environmental issues geoinformatics Introduction: Definition and types of remote sensing, Tacheometry (Planimetry/ altimetry), Triangulation (Frame work / adjustment), Trilateration (EDM/ Total Station), Geodetics (physical/geometrical geodesy), Error Analysis (causes / law of weights), Numerical example 6 Photogrammetry: Camera System (phototheodolite/ aircraft), Ground photograph (oblique/orthogonal streophoto), Aerial photograph ( perspective scale/ flight planning), distortion (relief / tilt), Geometrix ( parallax / mapping), application (topographics / interpretation), NumericalExamples 6


Satellite survey: Satellite Sensing (Sensors / platforms), energy sources (electromagnetic /atmospheric interaction), visual interpretation (Band width), digital processing (imageries /enhancement), data integration (multi-approach / GIS), microwave imaging (active system / radars), Applications 6 Astronomy: Celestial sphere (star-coordinates / transformation), field astronomy (azimuth, solar and polar method), 3D computation (local vs global), spherical trigonometry, Multilateration, Observation, Corrections in astronomy, Correlation of low, medium, remote objects, Global Positioning Systems 6 Geoinformatics: GIS concept (Introduction/ definition), planning and management, spatial data model, database and DBMS, linking of attributes, geospatial analysis, modern trends 6 References:- 1 Surveying (Volume 2): Duggal S.K. Tata McGraw Hill 2 Remote Sensing & GIS: Bhatta B. Oxford Univ Press 3 Geographic Information System: Tor Bern Herdgen Wiley 4 Surveying: Bannister, Raymond & Baker Pearson Education 5 Remote Sensing & Image Interpretation: Lilesand, Kiefer and Chipman Wiley 6 Surveying (Volume 2): Kanetker.&Kulkarni 7 Remote Sensing & Geographical information System Reddy M.A. BS publication 8 Advanced Surveying Rampal K.K. 9 Fundamantals of Geographic Information System: Demers M.N.

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