B.E.(Civil-IWM)

F.S. OF B.E.-I (Civil - Irrigation Water Management)

ENGINEERING DRAWING - I

Code No. Theory : 100 marks

3L+1T+3Pr T.W./Pr incl viva:50 marks

1. Introduction to ISI & ISO standards in Drawing practice viz. Types of lines,lettering, dimensioning, construction of scale.2. Projection of points, lines, and planes of simple and combined planes.3. Orthographic projection with sections in first and third angle projection method.4. Free hand sketch imparting standard proportion of fasteners used in Engg.Assembly. Viz.a) various types of threads,b) Bolt, Locking methods for bolts, studs,c) Foundation bolts,d) Nuts,e) Split pins,f) Keys,g) Rivets,h) Shaft pulleys,i) Standard Rolled sections.

5. Free hand skethces of the following. a) Permanent joint viz. Rivet and weldedjoints with their standard symbol practice. b) Detachable joints viz Cotter joint, Knucklejoint, universal joint, various types ofcouplings, Universal joints.6. An introduction to computerized drafting viz. System, basic commands ofdrafting.


APPLIED PHYSICS – I



1.0 Waves type standing waves. Interference, diffraction. Hydrogen's principles,Grating Thin films, Netwtons's Rings. Polarization Brawalor's Law. Double refractioncircular and elliptical polarization.

2.0 Doppler effect :Bohrs theory of hydrogen atom and its limitation wavemechanical on model. Quantum numbers and their significance. Shape of orbital.Ionization energy. Ion i.e.covallent on bends. Neotalic bend, hydrogen band van de woalsbend. Static electricity, potential, field, capacitation Electric- current magnetism.Electromagnetism - Lorntz force.

3.0 Motion of charged particles in elastatic and magnetic fields. Magnetic shells,solenoids force between parallel conductors, coaxial coils, magnetic circuits.

4.0 Magnetism Magnetization, dia - magnetism, Paramagnetism, Ferromagnetism,Magnetic energy and domain structure, Elements of Superconductivity and dielectricmaterial.


FUNDAMENTALS OF CIVIL ENGINEERING - I



(I) THEORY

(A). Engineering material :1. (a) Stone Types and classification of stones – Characteristics of good stones –choice and uses of stones – Dressing of stones.(b) Bricks: classification of bricks, - Factors affecting quality of bricks – characteristicsof good bricks – As per ISI specifications – Field test of bricks – Special forms of bricks,Bricks for specific purposes like Refractery bricks.2. (a) Lime: classification of lime – characteristics of good lime – slaking process oflime – I.S. specification of lime.(b) Cement: Basic ingradient of ordinary cement – Physical properties of cement – fieldexaminations of cement – storing of cement – Varieties of cement and its uses – I. Sspecification of ordinary cement.3. Mortar and concrete specifications of ingredients for mortar and concrete –classification of mortar and concrete – selection of mortar and its uses – precautions inusing mortar – Production and Quality control of concrete – Physical properties ofconcrete.4. (a) Timber characteristics of good timber – Importance of seasoning of timber –Requirements of good preservatives – Market forms of timber.

(b) Plastics, steel and glass: Basic types of plastics, Physical and mechanicalproperties of plastics –Uses of plastics in various engineering field – uses of steelproperties of mild steel, Market forms of steel. – composition of glass – propertiesand uses of glass – special varieties of glass.

(B) SURVEYING :

5. Introduction – principle – role of survey – Classification – Basic instruments inlinear and angular measurement, chain, tape, compass. Survey - Drawing - ConventionalSumbols -Scale.6. Leveling – Temporary adjustments – Field work – computation of levels –arithmetic checks. Profiles and centres Froms level data – Area measurements by fieldmeasurements by field measurements from drawing

(C) BUILDING CONSTRUCTION :

7. Types of constructions – Typical details of load bearing & framed structures –Brief discussion and illustrations by sketches of typical important buildingcomponents – such as light and medium type foundations – Lintels, flooring –roofing – different types of doors – Typical finishing items – like plastering and

painting.

(D) INTRODUCTORY ENVIRONMENTAL ENGINEERING :

8. Terminology – Air, Water and land pollution – Introduction to various tovarious types of pollution and remedial measures for control – Ecology,Environmental Protection and legislatin – water and wastewater qualitycriteria – Disposal of wastes.

II. Termwork will consist of practicals, drawings and sketches based on the abovetopics of all subjects.

TEXT/REFERENCES:

1. Engineering Materials – S.C. Ranguala, Charotal Books Staff, Anand.2. Building material – Janardan Jha.3. Building Material – Surendra Singh, Vikas Publishing Pvt. Ltd. New Delhi.4. Materials of construction – D.N.Ghosa, Tata Mc-Graw Hill Publishing Co. Ltd.

New Delhi.5. Introduction to Engineering Materials – Agrawal, Tata Mc-Graw Hill Publishing

Co. Ltd. New Delhi.6. Elementary Survey – B. C. Punamia Vol-I Laxmi Publishing Co. Dariya gunj New

Delhi.7. Surveyhing & Levelling – S. C. Rangwala Charotar Publishing House,Anand.8. Surveyhing & Levelling – Kanetkar & Kulkarni Vol-I A.V.G.Prakashan Pune.9. A text Book of Building Construction – S.P. Aora and S.P. Bindra Dhanpati and

sons Pblishing.10. Building Construction – Sharma & Kaul, S. Chand & Co. Pvt. Ltd. New Delhi.11. Building Construction – S.C.Rangwala, Charotar Book stall Anand.12. Building Construction – Dr. B.C.Punmia, laxmi Publications, New Delhi.13. Introduction to Environmental Engineering & Science – Gilbarat M. Masters,

Prentia Hall of India Pvt. Ltd. New Delhi.14. Water supply and sanitary Engineering – G.S.Birdie, dhanpatrai & Sons.15. Basic Civil Engineering – Dr. P. D. Deshpande. Nirli Prakashan Pune.


ELEMENTS OF MATERIAL SCIENCE

Code No.114 Theory : 100 marks

3L+2Pr

1. Engineering requirements of materials: Criteria for selection of materials forengineering application on the basis of mechanical properties.

2. Crystallography : Crystal structure, Space lattice, Unit cell, Crystal systemsautomic packing factor, Co-ordination numbers, Crystal structure for metallicelements, Crystal directions and planes, Miller indices, Stacking sequence in HCPand FCC.

3. Metallic Materials : Phase diagram, Gibbs phase rule, Binary isomorphous phasediagram, purely eutectic binary phase diagram partially eutectic binary phasediagram, solid solution – Hume Rothery rules.

4. Imperfections : Point defects, Line defects and area defects – grain boundary, tiltboundary and twin boundary grain, Grain size number.

5. Cold working and annealing : Effect of grain size, alloying elements and heattreatment on properties of materials, Failure of metals – Ductile and Brittlefailure, Ductile-to-Brittle transition, Creep failure and fatigue failure.

6. Ceramic and polymeric material : Structure properties and application of abovematerials, Glasses and refractories, Types of polymerization like condensationand Co-polymerization, Ageing aulcanization cross-linking and branching.

7. Classification of insulator, Semi conductor and conductor on the basis of bandtheory ferromagnetism, Hard and soft magnetic material.

8. Definition and introduction to nanomaterials and nanotechnology : Classificationof nanomaterials, Types of nanomaterials with suitable examples, Typicalmethods of synthesis of nanomaterials, An overview of improvements inmaterials properties at nanolevel, Applications of nanomaterials as structural,magnetic, electronic and energy related applications.

9. Composite material (PMC, CMC, MMC) and new developments, Metallicglasses, super conducting material and optic fibre.

10. Corrosion types of corrosion : Dry and wet corrosion, Electro chemical andoxidation (Chemical) corrosion, EMF series and Galvanic series, Stressconcentration and compositional cells, corrosion prevention – Galvanic potentialand coatings.

Numericals related to above topics.

TEXT / REFERENCES:

1. Elements of Materials Science and Engineering - Vanvlack2. An Introduction to Material Science and Engineering – William D. Callister3. Material Science and Engineering – V. Raghavan

F.S. OF B.E.-I (Civil - (Civil - Irrigation Water Management)) APPLIEDMATHEMATICS - I



1 Calculus :- Reorientation. Functions of one varible. Applications of Derivatives -curvature. Successive Differentiation, for the nth order derivative of a function ofpartial derivatives, Techniques of partial differentiation.

2 Infinite Series: Sequences and their convergence, convergence and divergence ofinfinite series, Geometric series, P-Series A necessary conditon for convergence,Comparision test, Ratio test, Absolute convergence and conditional convergenceof alternating series. Expansion of functions : Maclaurin's & Taylor's expansionwith reminder form. Indeterminate forms, L' Hospital's rule.

3 Comples algebra:- Complex numbers ' & their geometrical representation,Complex numbers in polar form, Demoivre's theorem and its applications.Exponential, Logarithmic, Trigonometric & Hyperbolic functions.

4 Differential Equations:-Reorientation. Modelling of Engineering systemspartaining to first order diffrential equations, Exact differential equations,Integrating factors, Unified approach to first order ordinary differential equations,equations of first order and higher degree.

5 Linear differential equations of higher order with constant coefficients and withvariable coefficients, models of higher order differential equations.

6 Method of variation of parameters and simultaneous linear differential equations.Method of solution in series, Bessel and Legendr's equations. Properties of Besselfunctions, introduction to Legendre polynomials.

TEXT / REFERENCES:

1. Advanced Engineering Mathematics by Erwin Kreyszig. (6th edition) Johnwilley

& Sons.2. Text Book of Engineering Mathematics - Dhanpat Rai & Sons, Delhi by

Srivastava - Dhavan3. Differential Calculus by Shantinarayan S. Chand & Co. New Delhi.4. Advanced Calculus by Willfred Kaplan - Addison Weseley Publ company, Inc.5. Advanced Engineering Mathematics - C. R. Wylie, Mc. Graw - Hill , Inc.

S.S. OF B.E.-I (Civil - Irrigation Water Management)

SURVEYING - I



(I) THEORY:

1. Different methods of levelling: LS and CS, Contouring, sources of error,curvature and refraction correction, permanent adjustment of level.

2. Plane table and accessories:-Adjustments, different plotting methods, errors inplane table survey, 2 point and 3 point problems.

3. Computation of areas and volumes:-Boundary area, trapezoidal and simpson’srule, planimeter, Area by coordinates and DMD volume computation by Ls, Cs,contour maps and spot levels.

4. Study of Transit and optical theodolites:-Adjustments, Transit survey, Latitudeand departure. Gales Traverse table, permanent adjustments, Numericals based onabove.

5. Tacheometry:-Principle, Determination of constants, computation of distancesand levels, inclined sights, Auto reduction tachometer, Tangential tacheometry

(II) TEXTS/REFERENCES:-

1. Surveying and leveling – Vol. I and II Kanetkar and Kulkarni Publisher: A.V.G.Prakashan Poona – 2

2. Surveying - Vol. I and II Dr. B. C. Punmia, Pub:-Laxmi Publisher, New Delhi.3. Elementary surveying – S. K .Mahajan Pub:-Dhanpatrai and sons, New Delhi.4. Surveying – Vol. I Dr. K. R. Arora, Standard Book House, Delhi-6


BUILDING DRAWING



(I) THEORY:1.(a) Introduction to the subject of building drawing and standard conventional signs.Abbreviations. Architectural symbols. ISI nomenclature :-Size of Scale. Standard method of dimensions.(b) Signficance of human and other natural factors and its effect on building planningand relation to drawing.

2. Introduction to municipal by – laws and I. S. codes provisions w. r. t. subject.3.(a) Sketches of various important components of building w. r. t. load bearing andframed structures: portition walls. Lintels. Footings. R. C. C Slab. Beam and column.Foundation types. Sunsheds. Flooring. Arches.(b) Standard thumb rules for size of structural members.

4. Introduction to basic principles of planning: Orientation, Aspect. Prospect.Furniture requirement. Grouping. Circulation. Privacy. Climate. Economy. Sanitationconsiderations.

5. Standard furniture:- Standard fixtures and appliances for building.

6. Drawing of building plan:-Layout. Design. Modular. Co-ordination. Introductionto principles of drawing – plan, section at various levels and furniture layout.

7. Preparation of drawings based on the plan: complete alongwith site plan. Such aselevation. General sections. Detailed enlarged sections at perticular locations like w.c.sinks, kitchen platform wash-basin stair-case etc.

8.

(a) Introduction to terms: Complete drawing set. Information drawing. Relateddrawing. Slope drawing. As-built drawing. Pictorial drawing.(b) Perspective drawing: Optical illusion. Types of perspective. Station point.Vanishing point. Cone of vision. Measure lines. Picture plane. Exercises for drawingperspecive objects and small buildings.

(II) TERMWORK:-Termwork will consist of report of site visit Sketches andpreparation of drawings based on the above topics of subjects.

(III) TEXT / REFERENCES:1. Building drawing and detailing :- Dr. Balgopal, T.S.Prabhu. Dr. K.Vincent Poul,

SPADES, K.D. F. A. Building, Calicut.2. Building planning and services (Part-I) A.D.Joshi, Mrs. M.A. Joshi Publishers.3. Civil engineering drawing – R.J.Malik, G.S. Med, New Asian Publishers, Delhi-64. Planning and Designing Building – Y.S. Sane, Allied Book stall, Pune-4 abd

Engineering book publishers co. Pune – 165. Working drawing – Kwith styles.6. Graphic details for architects – Carl Kemmorich,7. General architectural drafting – W. E. Wyatt.8. Practical perspective drawing – P. J. Lawson.9. Manual of graphic techniques – Tom Portor.10. National building code – I. S. Publishers.11. Indian standard 962 and 2332 I. S. Publishers.


FUNDAMENTALS OF MECHANICAL ENGINEERING

Code No. Theory : 100 marks 3L+1T

1. Properties of steam, steam boilers – classification and constructional details:Steam engines, determination of 1 HP BHP FHP and Machanical and ThermalEfficiencies, illustrated problems.

2. Classification of I.C. Engines – Otto Diesel and duel combustion engines, 2 strokeand 4 stoke engines, IHP, BHP, mechanical an Thermal efficiencies, illustratedproblems.

3. Air compresses – types and uses.

4. Elementary idea of refrigeration and air conditioning principles.

5. Transmission power – types of drives, group and individual drivers – their meritsand demerits. Belt chain and gear drive calculation of pulley sizes.

6. Elementary idea about workshop processes and tools – simple sand moulding,soldering, brazing, welding rivetting, punching, drilling and tools connected witheach process.


APPLIED MECHANICS I


3L+1T+2Pr T.W./Pr incl viva:50marks

1. STATICS : Fundamentals of Mechanics. Basic concepts. Units and dimensions,Laws of Mechanics.

Force Systems. Addition, resolution, moment, couple, resolution of a force into aforce and couple.

Resultants coplaner and spatimal force systems. Equilibrium of Coplanner andSpatical force systems.

Structures, Trusses, method of joints, method of sections.

Beams shear force and bending moment diagrams. Chains and Friction, Wedges,Screws, disc friction, belt friction, rolling resisance, Lifting machines.

Properties of surface. First moments and centroids. Area and mass moments ofinertia. Product of intertia.

Principal of virtual work and minimum potential energy.

(Graphical solutions to be discussed wherever possible.)

2. Dynamics:- Kinematies of a rigid body is plane motion. Dynamics of a rigid bodyis translation, in rotation and in plane motion.D Alember's Principle. Work and energy. Impulse and momentum.

TERM WORK :

The item work will be based on the above syllabus and shall consists of (i)Laboratoryexperiments, and (ii) Graphic Statics.

References.:

1. Engineering Mechanics - Irving Shames, Prentice Hall 19762. Mechanics Statics and Dynamics - JL Meriam, John Wiley - 1976.3. Engineering Mechanics - Statics - P Dauatathm, Tata McGraw Hill -1976.


APPLIED MATHEMATICS - II



1. Partial Differentiation: Functions of Two variables - Definition, limit, continuityand partial Derivatives. Chain rule. Euler's Theorem. Implicit functions.Differentials, Applications of Partial derivatives, (Tangent plane and Normal line,approximation, Maxima and Minima . Lagrange's Multiplier's method) Jacobiansand transformations.

2. Vector Calculus : Reorientation. Scales and vector fields. Gradient of a scalarfunctions. Directional derivative, Divergence and curl of a vector field and theirapplications.

3. Analytical Geometry : Reorientation, Curvilinear coordinates (polar, cylindricaland spherical) cone, cylinder, conicoids, surfaces and solids of revolutions.

4. Tangent planes and normal lines to above surfaces (by calculus method). Tracingof curves : cardiod, cycloid, leminiscate, spiral, four leaved rose.

5. Matrices: Rank of a matrix solution of homogeneous and non-homogeneoussystems of linear equations. Eigen values and Eigen vectors of a Matrix. Cayley -Hamilton theorem. Special matrices : Hermitian, skew hermitian, orthogonal andunitary matrices.

6. Laplace Transforms : Laplace Transforms of elementary functions, InverseLaplace Transforms, Linearity property, First and second shifting theorem.Laplace Transforms of derivatives and integrals Applications of LaplaceTransform in solvign ordinary differential equations.

TEXT / REFERENCES:-1. Advanced Engineering Mathematics by Erwin Kreyszig. (6

th edition) Johnwilley

& sons.2. Text Book of Engineering Mathematics - Dhanpat Rai & Sons, Delhi3. Differential Calculus by Shantinarayan S. Chand & Co,. New Delhi4. Advanced Calculus by wilfred Kaplan - Addison Wesley Publ. Company . Inc.5. Advanced Engineering Mathematics (6

th edition) - C.R.wylie, Mc. Graw - Hill ,

Inc.

F.S.OF B.E. II (Civil - Irrigation Water Management)

CONSTRUCTION TECHNOLOGY – I

Code No. Theory : 100 marks3L/2P/1 TW/Pr : 50 marks incl. viva

(I) THEORY1.0 (a) Scanffolding, shoring and underprining, their types and sketches. (b) Structures in brickwork: Footing, piers, buttresses, retaining and breast

walls, fire places flues cavity wall, reinforced brickwork. (c) Load bearing and framed structures : their comparison and advantages. (d) Partition walls: Definition, different types.

2.0 (a) Floors and floorings: Ground and upper floors, different types such as timberfloors, r.

c. c. floors composite floors, flag stone, jack arch, pre – cast floors, materialsused for

flooring and floor finishing. (b) Roof : Definition and classification, i. e. Flat, pitched, curved, single double

and trussed roofs, different type of trusses. (c) materials used for ceiling and construction method, different types of false

ceiling.

3.0 (a) Thermal insulation : General principles, types of insulating materials,treatment of

thermal insulation for different units in a building (b) Damp prevention : Sources and effects of dampness, materials used for damp proofing and methods of prevention.

4.0 (a) Ventilation : Necessity, factors of fecting ventilation, essentials of goodventilating

system, types of ventilation system and their choice. (b) Vertical circulation : Types of stair cases, methods of construction, building

code provision for staircases, Lift, etc.

5.0 (a) Building finishes: Paints, whitewashing, colour washing, Distempering,varnishing, its

basic objects types and uses.

6.0 (b) Anti termite treatment: Pre – construction and Post – construction treatments.

7.0 (a) Acoustics – characteristics of sound – velocity, intensity, frequencymeasurement of

sound. Absorption, coefficient, reverberation time and its control . Differentmethods

of sound insulation and acoustics of a building.

(c) Concrete construction: Formwork of different items, Like footings, Columns,beams,

slabs, staircases, etc.8.0 (a) Pre -resisting construction” (c) Ferrous and non-ferrous metals, special types of wood such as reneers,

plywood etc.

II T.W. : Termwork based on the above topics, site visits should be arranged andrelevent

sketches should be drawn .

TEXTS / REFERENCES :-

1) Building construction, Shushilkumar 2) Building construction, sharma, Kaul. 3)Building construction , S. P. / rora S.P. Bindra. 4) Building construction, S.C.Rangwala5) Building construction B.C.Punamia.


AGRICULTURAL ECONOMICS

Code No. Theory : 100 marks3L+1T+2Pr T.W./Pr incl viva:50 marks

1.0 Agricultural Economics : Introduction, Definition and scope to of economics andits importance in agricultural and

2.0 irrigation engineering, Basic concept of economic terms, i.e. Goods, Utility,Value and wealth, Demands and supply, Market and price determination underdifferent market situations, Wage and labour management, Production problems,Laws of production

3.0 Irrigation Economics : Economic analysis of irrigation to projects, Cost-benefitanalysis, In-depth studies of influence of time, Interest rates, Indirect benefits,Pricing and investment criteria Social benefits, Problems and causes ofunderutilization of available irrigation water resources

4.0 Farm Management : Object and scope, Economic principles in farm management,Farm planning and budgeting

Practicals and Termwork will be based on the

above syllabus REFERENCES :

1.0 Indian Economics - Its Nature and Problems - Alak Ghosh, The World Press(Pvt.) Ltd., Calcutta

2.0 Journals of Indian Society of Agricultural Economists3.0 Water Resources Development - The economics of Project Evaluation, 19584.0 Management in Agriculture - Jain S. C.5.0 Economic Analysis of Agricultural Projects - J. Price Gettinger, World Bank,

Published by John Hopkins University Press, Baltimore 2nd Ed., 19846.0 Economic Structure of Indian Agriculture - A. N. Sharma - Himalaya Publishing

House, Bombay, 1984


FLUID MECHANICS – I


3L/2P/1 TW/Pr : 50 marks incl. viva

(1) THEORY:

1.0 Introduction to Fluid Mechanics and its role in Engineering Fluids Defination andtypes. Fluid Properties and units of measurement. Fluid Pressure – Hydrostatic pressureand its distribution. Measurement of pressure – gauges and manometers.2.0 Hydrostatic forces on submerged surface areas – Plane and Curved. Total pressurecurved. Resultant pressure and centre of pressure and their computations.3.0 Hydrostatic forces on closed surfaces – Buoyance and floatation. Stability offloating and submerged bodies, metacentre and its determination. Relative equilibrium –motion with linear uniform acceleration and uniform rotation.4.0 Fluid flow:- Continum concept. Fluid particle and flow description. Types andclasses of flow. Kinematics of flow – flow velocity. Description of flow field –streamlines, path line streatline ; streamline flow pattern stream function. Flowacceleration. Translation, Rotation and deformation of fluid element. Circulation.Vorticity. Irrotational flow - velocity potential function, flow net. Equation of continuity.5.0 Dynamics of flow :- Fluid forces stress and strain. Equations of motion. Eular'sequation. Bernoulli's theorem and its modifications and applications. Kinetic energycorrection factor. C cavitation phenomenon. Vertex flow free and forced.6.0 Fluid flow (incompressible) through closed conduits:- Laminar and turbulent flow- Reynold's experiment, artificial Reynold's Number. Resistance to flow - Froude'sexperiment. Laminar flow through pipes and between parallel plates velocity distributionand loss of head. Turbulent flow through pipes. Friction factor for smooth and roughpipes. Moody diagram and its use.7.0 Minor loss of head in flow through pipe at expansion, contraction, etc. Energygradient and Hydraulic gradient - syphons pipe. Flow through uniform pipe between two- reservoirs. Compound pipe - equivalent length. Pipes in parallel. Branching pipes. Pipeline with Laterals. Power transmission by pipes.8.0 Flow measurements:- Flow through orifices and mouth pieces of various types -coefficient of discharge and velocity. Flow over notch / weir - rectangular traingular,cippoletti. Pipe flow measurements - Venturimeter, orifice meter nozzle meter, elbowmeter, rotameter, pitot tube.

II. Termwork:- Termwork experiments and tutorial will be based on the abovetopics.

Text Book / References:-

1. Fluid Mechanics part - I R. M. Dave2. Fluid Mechanics A. K. Jain3. Hydraulics and Fluid Mechanics P. N. Modi and S. M Seth4. Hydraulics, Fluid Mechanics and Fluid Machines S. Ramamruthem5. Fluid Mechanics and Hydraulic Machines R. K. Bansal6. Applied Hydrodynamics H. R. Vallentine7. Fluid Machines V. L. Streeter


MATERIAL & STRUCTURES - I



1. Types of beams and loads - Diagrams of bending moment and shearing force incantilever and simple suported beams under static loads, Analytically as well asgraphically, with varying distributed loads, Effect of couples.

2. Theory of simple bending :-Distribution of normal stress due to bending momentof resistance, Beam of uniform strength, Elitched beam, Built up section underbending. Distrinution of shear stress :- Principal stresses in beam, Curvature,slope and deflection of cantilever and simply supported beams including overhangbeams, Carriage springs.

3. Resolution of stresses:- Ellipse and circle of stresses, Principal planes, Principalstresses and strains, Kohr's stress and strain circle for various application ofcompound stresses, Resilience sudden impact shock loading.

4. Eccentric loading :- Tension or compression combined with bending, middle thirdurle, wind pressure on walls and chimney, water pressure on dam.

5. Stresses in thin cylinders subjected to internal pressure, Cylindrical shell withhemispherical ends. Spherical shell, rivetted joints, various types of failures,Design of rivetted connections.

6. Torsion of circular shfts of uniform sections. Torsional resilience Distribution oftorsional stress - Angle of twist, Power transmissions from shafts. Combinedbending and Torsion including theories of failure, Helical spring under axialforce.

7. Elementary theory of Reinforced cement concrete : Theory of bending as appliedto rectangular beams and assumptions made, relation between amount ofreinforcement and position of neutral axis, Economic percentage of steel Momentof Resistance of beams, Over and under balanced sections, Design of beams andslabs.

TERMWORK:-

This will be presented by the candidate in the form of a laboratory journal and afile consisting of graphic statics problems

LABORATORY WORK:-

A minimum of ten experiments on testing of materials under tension,compression, shear, torsion, impact and hardness.

GRAPHIC STATICS :-

A minimum of ten exercises based on above items o the syllabus includinggraphical solution of forces intruss members.

BOOKS:- TEXT / REFERENCE BOOKS.

1. Mechanics of Structures by Prof. S. B. Junnarkar.2. Introduction to Mechanics of solids by I. P. Kapila and S. N. Agnihotri.3. Elementry Strength of Materials by S. Timoshenko.4. Strength of Materials by R. S. Khurmi.5. Strength of Materials by Ramamurthan.6. Strength of Materials by R. C. Patel, T. D. Bhagia and B. M. Patel.

F.S.OF B.E. II (Civil - (Civil - Irrigation Water Management))

APPLIED MATHS - III



1. Multiple integrals:- Reorientation of concept of integrals line integrals, doubleand triple integrals, evaluation techniques, change of order of integration,Integrals in polar and cylindrical co ordinates, transformation of multipleintegrals, application of double and triple integrals for evaluation of area, volumemass.

2. Vector calculus:- Surface intefrals, Green's Gauss divergence theoremm, Stoke'stheorem, applications of integrals theorems.

3. Fourier series:- Fouries expansion of periodic functions with period 2 Fourierseries of even and odd functions, half - range series, Fourier series of functionswith arbitrary period, conditions of convergence of Fourier series.

4. Second order Partial differential equations:- Second order Partial diff. Equations,models leading to 2

nd order PDE'S concept of Elliptic, parabolic and hyperbolic

boundary value 2nd

order problems involving order PDE's and their Solution byMethods of Separation of Variables. Heat, Wave and Laplace equns. And theirsolution by method of separation of variables and using Fourier series.

5. Functions of a complex variable:- Limit, continuity and derivative of functions ofa complex variable. Analytic functions and their applications: Harmonicconjugate harmonic and potential functions.

6. Trnasformations and conformal mappings:-Linear transformations of complexdomains, some special transformations, bilinear transformation, transformation bysome standard functions, conformal mapping, Applications of trnasformations andconformal mappings.

7. Introductory Statistics, regression and correlation:- Reoreintation, measures ofcentral tendency, measures of dispersion, correlation, rank correlation, regressionfittings, method of least squares.

8. Sampling Techniques and Testing of Hypothesis:- Population and smaples,Different methods of sampling, Probability distributions (discrete andcontinumes)Binomial, possions, Normal Distribution and their properties,estimation of parameters cofidence intervals. Testing of hypotheses, Decisions.

Term work and Practicals in Statistics:-1. Conversion of ungrouped data into group data, preparing frequency tablessimple

charts and curves histograms ogive curves.2. Bivariate Distribution, Coefficient of correlation.3. Linear of regression, curve fitting4. Continuous and discrete probability distributions (Binomial, Poisson and normal)5. Sampling and standard errors6. Tests of significance

7. Use of software packages.

REFERENCES:-1. Advanced engineering Mathematics - Erwing Kreyszig, John Willey and sons.2. Introduction to Partial differential equations. - Donald Greensp McGraw - HillBook Company3. Advanced Engineering Mathematics - C. R. Wylie, Mc-Graw Hill BookCompany.

S.S.OF B.E. II (Civil - Irrigation Water Management)

SURVEYING – II


3L/2P/1 TW/Pr incl. viva : 50 marks

(1) THEORY:1.0 Geometry of circular curves - degree of curve layout of curves by chain and tape -

Ranking method of deflection - obstacles in layout of circular curves - 2theodolite method numericals.

2.0 Geometry of compound and reverse curves. Layout of the same in field - Verticalcurves -computations of levels for vertical curves. Transition curves - Theory -superelevation - Length of the Transistion curve - Ideal transition curve - Cubicparabola and field layout - numericals based on the same.

3.0 Geodetic survey - Triangulation and precise, Traversing principles - classification- stations and signals water visibility - measurement of angles - Satellite station.Base line measurement -Reconnaissance survey and planning of subsequentoperations Brief discussion of theory of errors applied in adjustment of angles -Computation.

4.0 Astronomy - latitude, longitude - true bearing of a survey lines - celestial sphereand coordinate system for locating a celestial object Z. P. S. triangle, Time -Siderial and solar time - Equation of time - Greenwich and local time - simplemethods of determining latitude, longitude and true - bearing of x line.

5.0 Aerial surveys and photogrammetric mapping. Photheolite and terestrialphotogrammetry aerial cameras - scale - Flight planning overlaps - photomosaics- Rectification of aerial photographs for tilt. Height distorsion - in aerialphotographs.

6.0 Stereoscopy - parallax measurement and height determination from the samevertical xaggration. Ground control for aerial surveys - extension of groundcontrol by arundadels method and slotted templet - Preparation from ofphotographs map by sketchmaster -different stereoplotting instruments -economics of aerial survey and photo mapping.

II. Practicals and termswork will consist of laboratory practicals - Drawing andtacheometry field book with data and computation.

TEXT / REFERENCES:-1. Surveying Vol. II & III Dr. B. C. Punamia Pub:- Laxmi Pub. New Delhi.2. Advance Survey S. K. Mahajan Pub: Dhanpat rai and sons - Naisarak delhi

110006.3. Surveying and levelling Part II T. P. Kanetkar and Kulkarni Pub. A. G. Prakashan

Pune - 24. Surveying vol. II Dr. K. R. Arora, Pub standard Book House.5. Advance Surveying - R. Agor Pub. Khanna Pub. Nisarak Delhi.6. Photogrammetry - Francis H Hooffit Pub. International text book co. Pennsylnia.

7. Elements of Photogrammetry Pual U. S. A. R. WOLF. Pub. - Mcgraw hillKogalausha Ltd. New Delhi .


ENGINEERING GEOLOGY


3L/2P/1 TW/Pr : 50 marks incl. vivaTHEORY:

1.0 Evolution of the earth Age and internal constiution of the earth. Earth quakes,Volcanoes. Weathering Processes Geological work of river, wind andgroundwater.Principles of stratigraphy, Geological Time scale. Brief account ofthe important geological formations of India.

2.0 Concept of dip and strike. Different types of folds, faults and their mechanism.Joints and their classification, unconformity, outliners and inliers.

3.0 Physical properties of minerals. Detailed study of rock forming minerals. Originevolution and classification of igneous rocks, forms, structures and compositionof igneous rocks. Classification of sedimentary rocks. Structural andmineralogical characterstics of sedimentary rocks. Metamorphism andMetamorphic rocks.

4.0 Engineering properties of rocks, geotechnical description and classification ofrock masses. Soils - engineering properties and classification. Explorationmethods: geological, geophysical remote sensing, drilling and logging,percolation test. Rock mass improvement techniques - grouting, anchoring, shearkeys and brolting.

5.0 Geological considerations and geotechnical considerations related to dams,tunnels, bridges, highways and other civil engineering structures.

6.0 Landslides: Mechanism and factors of slope failure classification, preventivemeasures and problems of road cosntruction in hilly terrain. Seismic studies andconstruction of civil engineering structures in seismic zones. Fundamentals ofgroundwater geology. Groundwater studies in relation to civil engineering works.

TERMWORK Practicals

1. Study of the physical properties and identification of important rock formingminerals.

2. Study of the physical properties and identification of important rocks and theirengineering importance.

3. Study and interpretation of geological maps including completion of outcrops anddrawing vertical cross-sections.

Field Visists:

Field visits to important places of geological and civil engineering interest.

REFERENCES:

1. Mukherjee P. K. Text book of Geology2. Singh Parvin Text book of Engineering and General Geology Katson Publishing

house, Ludhiana.3. Kryhin D. P. and Judd, W. R. Engineering Geology an dGeotechniques' Mc Graw

Hill Col. New York.4. Blyth F. G. H. A Geology for Engineers' Arncld.

S.S.OF B.E. II (Civil - (Civil - Irrigation Water Management))

ELEMENTS OF IT, PROGRAMMING AND NUMERICAL METHODS

Code No. Theory : 100 marks3L/2P/1 TW/Pr : 50 marks incl. vivaTHEORY:1.0 Elements of a Computer Processing System : Hardware - CPU, Storage devices

and media, VDU, insput output devices, Data Communication equipment,Software System software, Application software.

2.0 Operating Systems : Typical commands of DOS, GUI - Windows.3.0 Computers and Communication : Single use, Multi-user, Workstation, Client /

Server systems, computer networking, Information concepts and processing,Internet facilities.

4.0 Elements of Programming : Languages of Computer and Flowcharting, Constantsand varibales, Formated / unformatted Input/output Statements.

5.0 Structured Programming. Decision and loop control Statements. /subscriptedvariables and implied looping.

6.0 Numerical methods : Initital value problemsand methods of solutions such asPicard method, Euler's method and Runga - Kutta method.

7.0 Numerical Integration and Differentiation. Finding roots of algebric andtranscendetal equations.

8.0 Selected examples from Civil Engineering field for Numerical and computerApplications.

TERM WORK1.0 Solution to problems based on the above syllabus.

BOOKS / REFERENCES1.0 Fundamentals of Computer -Rajaraman V. 3

rd Edition, Prentice hall of India, New

Delhi, 1999.2.0 Theory of Problems of Programming with FORTRAN including Structured

FORTRAN -Lipschtz S. and Poe Schaum's Outline Series, McGraw - Hill Inc.New Delhi.

3.0 The C Programming Language - ritchie, D. M. and Kernighan B. W.4.0 Computer Oriented Numerical Methods - rajaraman V. Prentice - Hall India.


FUNDAMENTALS OF ELECTRONICS AND ELECTRICAL ENGINEERING

Code No. Theory : 100 marks3L/2P/1 TW/Pr : 50 marks incl. viva(1) THEORY:(A) ELECTRIC CIRCUITS :

1.0 D. C. Circuits : Review of ohm's law, Kirchoof's laws. Series parallel connections.Solution of simple d. c. circuits.2.0 A.C. Circuits : Sinusoidal e. m f. and currents R. W. S. values Phaserrepresentation. Voltage current relations in purely resistive. Inductive and capacitivecircuits and their series combination. Power and Power factor. Poly phase system:Voltage and current relation and power in balance 3 phase system.

(B) ELECTRICAL MACHINES:3.0 D. C. Generators : Principles of working. Types of generators. Theircharacteristics and applications. D. C. Motors: Principle of working. Types of motors.Their characteristics and applications.4.0 Transformers: Review of Faraday's law and Lenz's law. Self and mutualinduction. Principles of working of transformer. E. m. f. equation. Uses of transformer.Induction Motor: Principle of working and applications.5.0 Alternators: Principle of working E. M. F. equation. Syn. Motor : Principle ofworking, Special features and its application.

(C) FUNDAMENTALS OF ELCTRONICS :6.0 Qualitative Semicenductor Theory: Conductors. Semiconductors and Insulators.

Intrinsic and extrincsic semiconductors. Conduction in Pn, PN and npn junctions.Their characteristics Zener diode. Photo - diode and display devices.

TERMWORK :- About 8 to 10 experiments based on the above syllabus.

TEXTS / REFERENCES :-

1.0 Applied Electricity by H. Cotton2.0 Electrical Technology by B. L. Theraja3.0 Advance Electrical Technology by H. Cotton4.0 Problems in Electrical Engg. by Parker Smith.


FLUID MECHANICS - IICode No. Theory : 100 marks3L/2P/1 TW/Pr : 50 marks incl. viva(1) THEORY:1.0 Flow around submerged bodies and Boundary layer theory:- Forces due to field

flow - viscous drag, pressure drag, drag and lift. Boundary layer theory : Laminarand turbulent boundary layer, boundary layer thickness, displacement thickness,momentum thickness. Boundary layer equations. Momentum equations forlaminar boundary layer on flat plate. Turbulent and transitional boundary layerover flat plate. Boundary layer seperation and its control stream lined. bodies.Drag and lift for flow around cylinder, sphere and flat plate. Free fall of a bodythrough fluid. - 1½ units

2.0 Dimensional and model analysis : Physical quantities and their dimensions.Dimensional homogenity. Rayleigh's method. Buckingham's II theorem method.Utility of model analysis. Hydraulic similitude. Model laws Scale effect ship -model testing. Distorted models. 1½ units.

3.0 Open channel flow:- Types and characteristics. Steady uniform flow through openchannels: Chezy's Manning's Bazin's Kutter's equations. Determination of normaldepth. Most economical sections. Specific energy and specific -----------------concepts, critical flow - critical depth and velocity. Types of slope, Specificenergy in non-rectangular channels. Velocity distribution in open channels -channel transitions. Use of pitot tube, current meters pitot tube, weirs and flumes.1½ units.

4.0 Steady non -uniform flow through open channels :-Gradually varied flow -differentialequation, free surface profile. Backwater and drawdown curves, lengthof g/w/ flow rapidly varied flow - hydraulic jump in rectangular channels, sequentdepths, loss of energy Transient flow - surges in open channels. 1½ units.

5.0 Pipe flow :- Pipe line with pump / turbine, pipe networks. Water hammer in pipes- its effects, rigid water column theroy, elastic water column theory - sequence ofevents, pressure wave and its velocity. Surge tanks - uses and types. 1 unit.

6.0 Impact of jet on vames - Stationery and moving, flat and curved flow over a radialvane. Applications compressible flow-continuity, momentum and energyequations Isothermal and adiabatic processes. Velocity of pressure wave. machNumber 1 unit.

II. TERMWORK: Termwork experiments and tutorials will be based on above topics.

TEXT BOOK / REFERENCES:-1. Fluid Mechanics Part II R. M. Dave2. Engineering, Fluid Mechanics : K. L. Kumar3. Hydraulics and fluid Machines : P. N. Modi and S. M .Seth4. Hydraulics, Fluid Mechancis and Fluid Machines : S. Ramamurthan5. Fluid Mechanics an Hydraulic MACHINES : R. K. Bansal.6. Open channel Hydraulics : Ven Te chow7. Fluid Machines : Massary

F.S.OF B.E. III (Civil - Irrigation Water Management)STRUCTURAL ANALYSIS - I

Code No. Theory : 100 marks3L/2P/1 TW/Pr : 50 marks incl. viva

THEORY:1.0 Energy theorms, moment area theorem and conjugate beam.2.0 Influence lines for beams and trusses - Rolling loads - Muller breslau principle.3.0 Fixed and continuous beams under various loading patterns and with yielding of

supports, unsymmetric bending. Reinforced Concrete,1.0 Basics of R. C. C. design - Design theories -Design for flexture by L. S. method -

Singly, doubly and flanged beams.2.0 Shear and development length - Deflection and cracking

Steel Structures :1.0 Connections : Axial and eccentric bolted and welded connections.

Term Work : It consists of submission containing library/tutorial/design/drawing workdone bsed on above stated syllabus.

TERMWORK : Text / References:1.0 Mechanics of Structure Vol. II S. B. Junnarkar, Charotar Pub.2.0 Reinforced Concrete by H. J Shah, Charotar Pub.3.0 Steel Structures by Vazirani and Ratwani, Khanna Pub.4.0 Reinforced Concrete - A. K. Jain.

F.S.OF B.E. III (Civil - (Civil - Irrigation Water Management))ESTIMATION, VALUATION AND PROFESSIONAL PRACTICE.

Code No. Theory : 100 marks3L/2P/1 TW/Pr : 50 marks incl. vivaTHEORY:

1.0 Types of Estimate - Approximate and detailed estimate of C. E. work and -standard, mode and units of measurements.

2.0 Estimate of Buildings - Residental and public.3.0 Estimate of RCC works and steel structures -Culverts - Roads, Water supply and

sanitary works, Irrigation works.4.0 Task work of labourers - Material and labour schedule - Framing role analysis,

schedule of rate.5.0 (a) Tendering and contract procedures - Types and relative merits of different

tendency and contract rules.(b) Contract documents - conditions of contract - subcontractor and Engineers - Duties

and responsibilities.6.0 (a) Specification - writing principles.

(b) P. W. D. system of administration and accounts Technical sanction - billingand extra item work organisation.

7.0 Valuation - Terms - related to the valuation of real property factors affectingvaluation of land and building - Depreciations - methods - cash flow diagram.

8.0 (a) Methods of valuation of - real properties. (valuation tables, valuation reports) (b) Fixation of standard rent. (c) Arbitation procedure.

II. Termwork:-The termwork for the subject will be based on the above topics of thesyllabus. A site visit of bldg. under construction with a view to illustrate std.Mode of measurements.

TEXT / REFERENCES.1.0 Elements of Estimating and costing (Professional practice - S. C. Rangwala pub.

Charotar book. Sta.2.0 Estimate and costing B. N. Dutta Pub:- S. Dutta and Co. Lucknow.3.0 Estimating and costing. S. P. Chandola and Vazirani Pub. Khanna pub.4.0 Textbook of Estimates and costing (Civil Engg. Pg. S. Birdi pub. Dhanpatrai and

sons.)5.0 Estimating, costing, specification and valuation in civil Engineers principles and

applications and M. Chakraborthy. Pub. M. Chakraborty, 10th edition.

6.0 Valuation of Real properties - SC Rangwala Pub. Charotar Book stall.7.0 Civil Engineering contracts and estimates - Patil Pub orient Longman8.0 Fundamentals of Public works procedure and Accounts - KN Pandya - Pub. P.R.

Mehta9.0 Quantitve survey (Estimation of CE work plb asia. (Pub. SC chand & Co. )10.0 Mode of Measurements of civil engineering works. - IS 1200.

F.S. OF B.E.-III (Civil - Irrigation Water Management)ENGINEERING HYDROLOGY

3L + 1T + 2Pr Theory : 100 marksT.W. incl. viva : 50 marksTotal : 150 marks

1.0 Development in hydrology and it’s role in water resources project. Hydrologiccycle. Hydrology as applied in engineering. Catchment characteristics. Drainagepatterns. Classification of catchments. Weather & climate, humidity, temperature,radiation, wind. Definition of droughts. Classification of droughts. Droughtmanagement. Drought frequency.

2.0 Precipitation. Types and forms of precipitation. Characteristics of precipitation inIndia. Rain gauging instruments and their installation. Hydrometric network.Optimum network. Preparation of data. Presentation of rainfall data. Meanprecipitation over an area. Depth area- duration relationships. Frequency of pointrainfall. Intensity-duration-frequency relationship. Probable maximumprecipitation. Meteorological sections of flood studies report.

3.0 Evaporation process. Factors controlling the evaporation process. Evaporimeters.Emperical evaporation equations. Water-budget determination of reservoirevaporation. Energy-budget determinations of reservoir evaporation.Aerodynamic determination of reservoir evaporation. Combination methods ofestimating reservoir evaporation. Estimation of reservoir evaporation from panevaporation and related meteorological data. Reservoir evaporation and methodsfor its reduction.

4.0 Infiltration process. Infiltration capacity of soil. Factors influencing infiltrationcapacity. Methods of determining infiltration capacity. Infiltration indices.Infiltration measurement. Cylindrical method. Ponding method. Measurement ofinfiltration in furrow. Blocked furrow method. Recycling furrow infiltrometer.Infiltration equations.

5.0 Phenomena of runoff. Catchment characteristics and their effects on runoff.Climatic factors. Rainfall-runoff correlation. Methods of estimation. Flow ratingcurves. Determination of flow-rating curves. Adjustment and extension of flow-rating curves. Volume and durations of runoff. Estimating snow-melt runoff.

6.0 Hydrograph, Factors affecting flood hydrograph. Components of hydrograph.Contribution of base flow to stream discharge. Separation of base flow and runoff.Evaluation of base flow. Effective rainfall. Determination of total runoff. Directrunoff hydrograph. Unit hydrograph. Derivation of unit hydrograph. Unithydrographs of different durations. Use and limitations of unit hydrograph.Instantaneous unit hydrograph. Synthetic unit hydrograph. Unit hydrograph fromcatchment characteristics by FSR method.

7.0 Hydrological forecasting. Flood formulae. Frequency analysis. Synthetic datageneration.

8.0 Flood routing. Storage equation. Reservoir routing. Routing in river channel.Synthetic unit graphs from flood routing.

Practicals and Termwork will be based on the above syllabus

REFERENCES :1.0 Raghunath H.M “Hydrology”, Wiley Eastern Publication2.0 Reddy Jayarami, “Engineering Hydrology”, Laxmi Publication3.0 Subramanya K, “Engineering Hydrology”, - Tata McGraw Hill Publication4.0 Engineering Hydrology - Wilson

F.S.OF B.E. III (Civil - Irrigation Water Management)GROUND WATER HYDRAULICS

Code No. Theory: 100 marks3L+1T+2Pr T.W./Pr incl viva:50 marks

Total : 150 marks

1.0 Introduction, Ground water development in India, Areas of groundwater potentialin India, Conjunctive use of ground water, Ground water legislation and pollution

2.0 Aquifers, Various types of aquifer, Ground water terminology, Aquifer properties,Specific yield, Determination of specific yield laboratory and field methods,Storage coefficient, Transmissibility, Ground water movement, Darcy's Law,Kozney's relations permeability, Factor affecting permeability, Relationshipbetween storage coefficient, Barometric and tidal efficiencies

3.0 Well hydraulics, Steady radial flow into a well situated in a confined andunconfined aquifer, unsteady radial flow in confined and unconfined aquifer

4.0 Well flow near aquifer boundaries, Method of images, Multiple well systems,partially penetrating well, Well losses

5.0 Types of tube wells, Design of tube wells, Tube well construction, Percussiondrilling, Hydraulic rotary drilling, Well development, Well completion, Yield test

6.0 Ground water investigation and artificial recharge. Surface geophysicaltechniques, Borehole geophysical techniques, Spreading methods, Rechargemounds, Induced recharge method, Recharge well method, Sub – surface dams,Waste water recharge, Recharge by urban storm runoff.

7.0 Pumps. Types of pump, Shallow and deep well pumps, Characteristic of pumps,System head curve, Cavitations, Selection of pumps

8.0 Saline water intrusion, Ghyben-Herzberg equation Slope, Shape and movement ofinterface, Prevention and control of saline water intrusion, artificial recharge


REFERENCES:1.0 Karanth K. R., “Ground water assessment development and management”, Tata

McGraw-Hill Publishing co2.0 Michael A. M., Khepar S. D. “Water Well and Pump Engineering”, Tata McGraw

Hill Publishing Co.3.0 Raghunath H. M. “Ground water”, Willey Eastern limited.4.0 Todd D. K. “Ground water hydrology”, John Wiley and sons

S.S.OF B.E. III (Civil - Irrigation Water Management)

STRUCTURAL DESIGN - ICode No. Theory : 100 marks3L/2P/1 TW/Pr : 50 marks incl. viva

THEORY:

Concrete Technology And Reinforced Concrete:-1.0 Introduction - Loads on Structure - Structural elements - coder practice. Material

used for reinforced concrete and their properties - properties of wet and setconcrete. Concept of reinforced concrete - Design theories. Design for flexure -Singly reinforced beams - Doubly reinforced beams. Flaged beams - Transformedsections.

2.0 Shear and Development length - Design for shear, check cor development length,Anchor length - Bearing stress round the bend. Serviceability requirement s- chfor deflection and cracking - simply supported and Centilever beams.

3.0 Simply supported and Cantilever one way slabs - simply supported two way slabs.4.0 Axially and eccentrically loaded columns. Axially and eccentrically loaded.

Square and rectangular isolated footings.

(B) Steel Structures :-1.0 Advantages of steels structures - Properties of structural steel Design methods -

Standard Sections - IS code of practice.Connections : riveted, Bolted and Weldedconnections for axial and eccentric loads - High strength friliction grip bolts.

2.0 Tension members - Net area - Lug angle - Tension splice.3.0 Compression members - Slenderness ration - Permissible stresses - Jacking rivets

- Design of simple struts.4.0 Beam and compound beams - Permissible stresses - Curtainlment of flange plates.

- Lateral instability of compression flango - Web - beam subjected to bendingabout two axes.

TERM WORK:-Term work including viva consists of R. C. C. laboratory based abovesyllabus.

Text / References :-1.0 Reinforce Concrete by H. J. Shah, Charotar Pub.2.0 Reinforce Concrete by S. K. Malik & Gupta , Oxford & IBH Pub.3.0 Design of steel structures by Kaqzini and Jindal - Prantice Hall.4.0 Design of steel structures by A.S.Arya and Ajmani, Nemchand & Brothers.

S.S. OF B.E. III (CIVIL-Irrigation Water Management)ENVIRONMENTAL ENGINEERING – 1

3L-2P-1 Paper (3 Hours) : 100 marks PR/TW/VV/PROJ : 50 marks Total : 150 marks

1. Water requirement – Design periods, populations estimates.

2. Development of water supplies – surface water supplies, Ground watersupplies.

3. Quantities of wastes, residential, commercial and industrial waste volumesand theirvariations.

4. Water Transmission

Transmission systems, hydraulic considerations, design of transportationsystems, structural requirement, and material of construction, appurienances,anchorages.

5. Water Distribution

Distribution systems, basic requirements of capacity and pressure, hydraulicdesign, network analysis system layout fire hydrants, house connections,distribution reservoirs.Pumping: Necessity, pumps – types, characteristics, selection, cavitation.

6. Water and waste water quality

Water quality criteria for drinking of objectives of sanitary surveys andsampling, standards-physical, chemical and biological purpose and otherbeneficial uses of water examination and water and waster water.

7. Environmental sanitation: Water-borne diseases, air sanitation, refusedisposal, excreta disposal, arthropod borne diseases, rodent control, andoccupational health.

8. Vital statistics, occupational health, refuse disposal.

TERM WORK:-1.0 Water supply and sewerage [5

th editon ] steel and Meghee

2.0 A Text Book of water supply and sanitary Engineering [2nd

edition] Husain.3.0 Water pollution and Disposal of waste water on land - Mahida.4.0 Waste water engineering: - Treatment, disposal and Rense - Metchalf.

S.S.OF B.E. III (Civil - Irrigation Water Management)

GEOTECHNICAL ENGINEERING


3L/2P/1 TW/Pr : 50 marks incl. viva

THEORY:

1.0 Functional relationships.2.0 Physical and Index properties. Classification.3.0 Compaction of soils (Laboratory and Field compaction )4.0 Permeability, Flow nets and seepage.5.0 Consolidation of soil Evaluation of consolidation parameters.6.0 Shear strength of soil laboratory shear strength measurements.7.0 Stress distribution below soil mass, bearing capacity, contact pressure.8.0 Earth Pressure, Stability analysis of slopes.

Term Work:-It consists of submission containing Laboratory /Tutorial/ Design / Drawingwork done based on above stated syllabus.

Text / References:-1.0 SoilEngineerin Vol. I by Alam Singh (Asia Pub. House)2.0 Soil Mechanics and Foundation Engineering by B. C. Punamia. (Std. Pub.)3.0 Soil behaviour by Lambe & Whitmann (Nostrand Co.)4.0 Soil Mechancis By Oza H. P. (Charortar Pub.)5.0 Basic Soil Mechancis and foundation by Alam Singh (CBS Publishers, Delhi).

S.S. OF B.E.-III (Civil - Irrigation Water Management)

SOIL AND WATER CONSERVATION ENGINEERING

3L + 1T + 2Pr Theory: 100 marksT.W. incl. viva: 50 marksTotal: 150 marks

1.0 Nature and properties of soil. Chemical properties. pH. Salinity, ESP, SAR.Macro and micro nutrients. Toxic elements. Biological properties. Organicmatter. Micro organism. Water relations of soil. Kinds of soil water. Movementof water into soils. Soil moisture retention and movement. Viscosity. Surfacetension and capillary soil moisture tension.

2.0 Soil moisture constants. Saturation capacity. Field capacity. Moistureequivalent. Permanent wilting percentage. Available water. Soil water potentialenergy concept. Soil moisture measurement methods. Plant water relationship.Soil profile. Major group of soil. Land use classification.

3.0 Soil erosion. Geological erosion. Accelerated erosion. Types of soil erosion.Wind erosion. Water erosion. Estimation of soil erosion. Soil loss models.

4.0 Controlling soil erosion. Soil erosion by wind. Soil erosion by water.&5.0 Land capability classes. Soil conservation practices. Vegetative practices.

Mechanical practices. Erosion Control in torrent and gullies.

6.0 Sedimentation. Sediment yield models. Sediment graphs. Bed load models

7.0 Watershed management. Need for watershed management. Expected benefits.Watershed as a unit of development. National watershed atlas. Demarcation ofwatershed boundary. Categorization of watersheds. Resource inventory. Socioeconomic survey. Participatory rural appraisal. Project formulation strategy.Contents of project proposal. Technical plan.

8.0 Watershed development and management-case studies.

Practicals:


REFERENCES:

1. Dastane, N. G. “A Practical Manual in Irrigated Agriculture”, Nav Bharat Prakashn,Pune.

2. Dhruvanarayana, V. V. “Soil and Water Conservation Research in India”. IndianCouncil of Agricultural Research.

3. Ghanshyam Das. “Hydrology and Soil Conservation Engineering” Prentice Hall ofIndia Pvt. Ltd., New Delhi.

4. Gupta, S. K. & Gupta, T. C. “Management of Saline Soils & Waters”, SelectifilePublishing.

5. Gurmel Singh, Venkatramanan, C., Sastry, G. and Joshi, B. P. “Mannual of Soil andWater Conservation Practices”. Oxford & IBH Publishing Co. Pvt. Ltd., New Delhi.

6. Hille Daniel, “Fundamentals of Soil Physics”, Academic Press, New York.7. James, D. W., Hanke, R. J., Jurinak. “Modern Irrigated Soils”, John Wi8lley & Sons,

New York.8. Kolay, A. K. “Basic Concepts of Soil Science”, Wiley Eastern Limited.9. Michael, A. M. “Irrigation Theory and Practice”, Vikas Publishing House, New

Delhi.10. Misra, R. D. & Ahmed, M. “Manual of Irrigation Agronomy”, Oxford & IBH

Publishing Co. Pvt. Ltd., New Delhi.11. Schwab, G. O., Frevert, R. K., Edminster, T. W. and Barnes, K. K. “Soil and Water

Conservation Engineering”. John Wiley & Sons, New York.12. Maitra, M.K. “Watershed Management – Project Planning, Development and

Implementation” Omega Scientific Publisher, New Delhi.

F.S. OF B.E.-IV (Civil - Irrigation Water Management)

ENVIRONMENTAL ENGINEERING - II

3L + 1T + 2Pr Theory: 100 marksT.W. incl. viva: 50 marksTotal: 150 marks

1.0 Water and waste - water Treatment systems:- Purpose of water and waste - watertreatment and selection of treatment systems.

2.0 Physical and chemical treatment :-Introduction to physical and chemical treatmentprocesses: Screening,. Removal of grit, sedimentation, filtration chlorination, ironand manganese removal. Design of primary treatment processes.

3.0 Biological unit process:- Introduction to various biological unit processes,bacterial growth and its kinetics . Design of bilogical treatment process.

4.0 Anaerobic digestion:- Principles of action, design, Disposal of sludge, septic tank,Biogas production, Design of anaerobic treatment processes.

5.0 Effluent disposal and reuse of waste -water:- Receiving water and effluentstandards, disposal on land, waste - water reuse for irrigation.

6.0 Land treatment by waste - water:- Development of land land treatment , over landflow, land application of sludge Sewage farming loading consideration cropselection, Effect on soil by prolonged irrigation, Design and management ofsewage farms.

7.0 Irrigation water quality and its effect on law and crop:- Physical and chemicalimpurties of water waste water , its effect on different crops, and land, loadingcriteria Development of land after prolonged irrigation.

8.0 Environmental Impact assessment:- Environmental Impact due to irrigation,Canal and reservoir, Effects of air pollution on crops.

Term work and practical will be based on the above syllabus.:

BOOKS:1. Manual on Sewerage and sewage treatment central public health and

environmental Engg. Organization.2. Waste water Engineering Treatment, Disposal, reuse Metcalt and Eddy.3. Text book on water supply Engineering. By S. R. Kshirsagar.4. Text book on sanitary Engineering By S. R. Kshirsagar.5. Text book on water supply Engineering By V. N. Gharpure.6. Text book on sanitary Engineering By V.N. Gharpure.7. Water supply and sanitary Engineering By Bizdie.8. Water supply and Sanitary Engineering By Duggal


WATER RESOURCES ENGINEERING

3L + 1T + 2Pr Theory: 100 marksT.W. incl. viva: 50 marks

Total: 150 marks

1. Planning for water resources development. Various purposes served by waterresources development projects. Classification of water resources developmentprojects. Water requirement of multipurpose projects. Compatibility of multipurposeuses. Planning of water resources development projects. Engineering economy inwater resources development projects. Estimation of benefit-cost ratio. Economicanalysis of water resources projects. Capital budgeting. Some common pitfalls inwater resources planning.

2. Reservoir planning. Types of reservoirs. Available storage capacity of a reservoir.Investigations for reservoir planning. Selection of site for a reservoir. Capacity-elevation and area elevation curves of a reservoir site. Storage zones of a reservoir.Mass inflow curve and demand curve. Determination of the required capacity. Fixingthe reservoir capacity for the computed value of the dependable yield of the reservoircatchment. Relation between the inflow outflow and storage data for a reservoir.Fixing the reservoir capacity from the annual inflow and outflow data. Determinationof yield of reservoir. Analytical method for determination of storage capacity of areservoir.

3. Demand patterns and optimal operation. Operation plan of a multipurpose reservoir.Apportionment of the total cost of a multi purpose reservoir. Rule curves andoperating tables for reservoirs. Reservoir sedimentation. Reservoir losses. Reservoirclearance. Selection of a suitable site for a reservoir. Economic height of a dam.

4. Dam Engineering. Different classification for dams. Types of dams. Selection of sitefor a dam. Selection of type of dam. Investigation of dam sites. Engineering surveys.Geological investigations. Sub-surface exploration programme.

5. Earth dams. Types of earth dams. Foundation requirements. Causes of failure of earthdams. Criteria for safe design of earth dams. Preliminary section of earth dam.Typical cross sections of earth dams. Checking the stability of an earth dam. Seepageanalysis. Phreatic line in an earth dam. Phreatic line for a homogeneous earth damwith or without a horizontal drainage system. Slope stability analysis. Stability ofdownstream slope during steady seepage condition. Stability of upstream slope duringsudden drawdown condition. Seepage control measures. Measures to control seepagethrough foundations. Drainage of earth dams. Design of filters. Surface protection ofupstream and downstream face of dam. Rockfill dams. Earth core rockfill dams.Design consideration for a rockfill dam. Composite earth-rockfill dam.

6. Gravity dam. Basic definition. Forces acting on dams. Load combination for designof a gravity dam. Requirements for stability of gravity dams. Internal stresses andstress concentrations in gravity dams. Design of gravity dam. Elementary profile ofgravity dam. Practical profile of gravity dam. Limiting height of low dam. Multistepor zone method of design of gravity dam. Strip method of design of high dams. Joints,keys and water stops. Openings in dams. Galleries.

7. Spillways. Essential requirements. Required spillway capacity. Component parts of aspillway. Various types of spillways. Energy dissipation below spillway.Characteristics of a hydraulic jump. Location of hydraulic jump. Measure adopted fordissipation of energy. Stilling basins. Bucket type energy dissipators. Spillway crestsgates. Visvesvaraya gates.

8. Diversion headworks. Location of diversion headworks. Ideal site for a diversionhead works. Layout of diversion headworks. Types of weirs. Relative advantages anddisadvantages of weirs and barrages. Theories of subsurface flow. Bligh’s Creeptheory. Lane’s weighted creep theory. Potential flow theory. Critical gradient.Khosla’s theory. Khosla’s solution for a horizontal floor. Khosla’s solution for acomposite floor. Impervious floor with an intermediate pile. Impervious floor with adownstream pile. Impervious floor with an upstream pile. Exit gradient corrections tosuperposed values of pressures. Location of hydraulic jump. Water surface profiles.Suction pressure in hydraulic jump through scour due to surface flow.

Practicals:


REFERENCES:

1. Arora, K. R. “Irrigation, Water Power and Water Resources Engineering”. StandardPublishers Distributors, New Delhi.

2. Creger, W. P., Justin, J. D. and Hind, S. J. “Engineering for Dams Vols. I, II & III”.Wiley Eastern Pvt. Ltd., New Delhi.

3. Design for Small Dams - U.S.B.R.4. Garg, S. K. “Irrigation Engineering and Hydraulic Structures”. Khanna Publishers,

Delhi.5. Kushalani, K. B. “Irrigation Engineering: Practice and Design Vol. I to VII”. Oxford

and IBH Publishing Co. Pvt. Ltd., New Delhi.6. Linsley, R. K. and Franzini, J. E. “Water Resources Engineering”. McGraw Hill

International.7. Modi, P. N. “Irrigation Water Resources and Water Power Engineering”. Standard

Book House, Delhi.8. Varshneya, R. S., Gupta, S. C. and Gupta, R. L. “Theory and Design of irrigation

structures”. Nemchand and Bros., Roorkee.


SOCIOLOGICAL ASPECTS OF IRRIGATED AGRICULTURE


Total: 150 marks

1.0 Sociology, concepts, Social psychology, Knowledge and fundamentalpsychological processes, Nature and scope of rural sociology, Importance inextension education characteristics of Indian rural societies, Rural urbanrelationship and difference, Social institutions, Community organization, Primaryand secondary groups, Group prejudices, Group dynamics, Social change, Factorsaffecting social change, Nature and role of culture, Leaders and leadership,Importance of leaders in extension, Selection and traing of leaders.

2.0 Basic concepts and principles of behaviors, Stimulus-response mechanismattention, Perception, Learning process, Motivation, Intelligence, Learning theory,Attitudes and changes.

3.0 Human relations and administration, Manager, Background, Personality and role,Leadership, Motivation and behaviour, Organization, Structure and dynamics.

4.0 Communication its importance, Elements of communication, Diffusion, Stages infarm practice acceptance, Factors affecting the acceptance of ideas.

5.0 Program planning, Meaning, Nature principles and purpose, Steps in programplanning, Role of officials and non-officials in program planning, Enlisting thecooperation of local leaders and institutions in preparing and carrying out theprogram.

6.0 Extension education, Objectives, Principles and philosophy, & Steps in extensionteaching, Study of various extension methods, Factors to be considered in theselection and use of extension methods, Importance of audio-visual aids inextension and study of selected audiovisual aids.


REFERENCE :

1.0 Handbook of Social Psychology - Young kimbal2.0 Social Psychology - Sheriff and Sheriff3.0 Human Relations in Management - S. C. Huneryager4.0 Public Relations in Management - T. Handy Weight and Syron Hychriation5.0 Public Administration in Theory and Practice - M. P. Sharma6.0 Village Irrigation Programs - Irrigation and Drainage Paper No. 4 FAO, Rome


IRRIGATION ENGINEERING - I


1.0 Water application methods : Criteria for selecting water application methods,Surface irrigation methods : border irrigation, Straight and contour borders,Border specifications and stream size, Basin irrigation, Check basin types,Adaptibility and basin considerations, Size and shape, Furrow irrigation, Furrowtypes, Adaptibility and characteristics, Straight furrows, Contour furrows,Corrugation irrigation

2.0 Sub irrigation method : Concept and adaptibility, Sprinkler irrigation,Adaptibility, Limitations, Sprinkler types, Components of sprinkler system, Dripirrigation, Adaptibility, Limitations Drip types, Components of drip system

3.0 Rooting characteristics and moisture use of crops : Evaporation, Transpiration andconsumptive use, Measurement of evapotranspiration - (i) Lysimeter experiment,(ii) Field experimental plots, (iii) Soil moisture depletion studies, (iv) Waterbalance method

4.0 Irrigation efficiencies : Efficiencies as per ICID, Water conveyance efficiency,Water application efficiency, Water storage efficiency, Water distributionefficiency, Water use efficiency, Field water use efficiency, Project efficiency,Operational efficiency, Economic efficiency, Water requirement efficiency,Distribution uniformity, Deep percolation ratio and tail water ratio

5.0 Estimating potential evapotranspiration from climatological data : (i) Blaneycriddle method,

(ii) Radiation method, (iii) Penman method, (iv) Modified penman method, (v) Panevaporation method and various other methods of estimating potentialevapotranspiration

6.0 Crop coefficient and its use : Kc for different crops for different growth stages,Determining maximum evapotranspiration

7.0 Concept of field water balance, Effective rainfall, Ground water contribution andother factors, Net irrigation requirement, Gross irrigation requirement, Irrigationscheduling - Various concepts and methods

8.0 Flow Measurement, Hydraulic Principles of flow measurements, Factorsgoverning flume selection, Parshal flume, location critena, cut throat flume. Typesof long throated flumes, General equations for rectangular control sections,modular limit, Repogale flume, IT flume.


REFERENCES :

1.0 Design and Operation of Farm Irrigation systems - M.E. Jensen, ASAEMonograph No.3,A.S.A.E. Michigan

1. 2.0 Irrigation - Theory and Practice - A. M. Michael, Vikas Publishing House,New Delhi2. 3.0 Irrigation Principles and Practices - V. E. Hansen, C. W. Israelsen and G.E. Stringham, John Wiley and Sons, New York3. 4.0 Advances in Irrigation, Vol. 2 - Daniel Hillel, Academic Press, New York4. 5.0 Surface Irrigation, Theory and Practice - W. R. Walker and G. V.Skogerboe, Prentice Hall Inc., New Jersy5. 6.0 Guidelines for Predicting crop water requirements - J. Doorenbos and W.O. Pruitt Irrig. Drain Pap. 24, FAO, Rome6. 7.0 Yield Response to water - J. Doorenbos and A. H. Kassam Irrig. DrainPap. 33, FAO, Rome

F.S. OF B.E.-IV (Civil - Irrigation Water Management)ELECTIVE I (A) DESIGN OF IRRIGATION DISTRIBUTION SYSTEM


Total: 150 marks

1.0 Irrigation canals, Classification and types, Irrigation distribution network, Maincanal, Branch canal, Distributory, Minor and water courses, Command areas,Canal alignment, Canals in cutting, full embankment and partial cutting andembankment, Balancing depth of cut, Elements of canal cross section

2.0 Unlined canals : Non-silting and non-scouring velocity, Kenedy's silt theory,Lacey's regime silt theory, Regime conditions regime equations, Limitations,Design procedures

3.0 Concepts of sediment transport, bed load and suspended load, Meyer Peter's andEinsteins equations, Tractive force theory

4.0 Lined canals : Necessity of canal lining, Types of lining, Economics of canallining, Selection of lining, Methods of construction, Design of lined canals

5.0 Canal capacity : Water requirements by crops, Duty delta concepts, Intensity ofirrigation capacity factor, Kor watering etc., Design of network, Longitudinalsection, Full supply discharge, Schedule of area and channel dimensions, Conceptof AIDO

6.0 Canal structures: Types of structures, Regulation works, Head regulators andcross regulators, Canal escapes functions and design principles

7.0 Cross-drainage works, Aqueduct, Syphon, Super passage, Level crossing,Selection and design principles

8.0 Canal falls, Various types and design, Canal outlets, Types and design regulationand maintenance of canal system canal flow measurement, Standing wave flumeand Parshal flume


REFERENCES :1.0 Theory and Design of Irrigation Structures - R. S. Varshney, Gupta and Gupta,

Nem chand and Bros., Roorkee2.0 Irrigation and Water Engineering - Punmia and Pando, B. B. Lal - Standard

Publishers distributors, Delhi3.0 Fundamentals of Irrigation Engineering - Bharat Singh - Nem chand and bros.,

Roorkee4.0 Irrigation Engineering and Hydraulics Structures - S.K.Garg5.0 Text book of Irrigation Engineering and Hydraulic Structures - R.K.Sharma,

Oxford and ` IBK Publishing house, New Delhi


DESIGN PROJECT (WATER RESOURCES ENGINEERING)

Code No. T.W./Pr.5Pr incl viva:100 marks

Analysis, Design, computer Applications, care studies, feasibility study or state of the Artstudy on any topic related to Water Resources Engineering.

A project report is to be prepared and viva voce will be based on the project work doneby the students.

S.S. OF B.E.-IV (Civil - Irrigation Water Management)

CONSTRUCTION PLANNING AND MANAGEMENT


1.0 Construction planning : Necessity, Methods of planning, Fundamentals terms-events, Activities, Bar charts, Critical path method, Developing critical pathnetwork, Statement of work, Workbreak-down structure

2.0 Programme evaluation and review technique (PERT) construction scheduling,Construction cost control, Construction management cost optimisation, Crashing,Resource allocation, Resource smoothening

3.0 Engineering fundamentals : Rolling resistance, Effect of grade drawbar pull,Rimpull, Acceleration, Swell and shrinkage of soils

4.0 Tractors and related equipment : Tractors-types, Performance & gradability,Bulldozers types and output tractor shovels rippers, Land cleaning equipmentscrapers, Cycle times, Types and out put drag line, Clam shells, Hoes, Trenchingmachines, Farm equipment tractors, ploughs, discharrows

5.0 Other construction equipment : Power shovels - types and size, Selection,Optimum depth of cut, Output, Trucks and wagons, Types and capacities,Balancing capacities of excavators, Compacting equipment: Rollers, theirsuitability for different operations, Belt conveyers component & power required

6.0 Pumping equipment, Types of pumps used in construction work selection,Drilling and blasting of rocks, Drill bits, Selection of drilling patterns, Rates ofdrilling use of compressed air compression in drilling, Concrete mixers, types andsizes

7.0 Selection of construction equipment : Methods of depreciation cost of owning andoperation of equipment cost of maintenance and repairs of constructionequipment, Financial management, Discounted cash flow analysis, Present worth

Pracitcals and Termwork will be based on above syllabus

REFERENCES :

1.0 Construction Planning, Equipment and Methods - R.C.Peurifoy2.0 Construction equipment, Planning and applications - Mahesh Verma3.0 PERT & CPM - L. Srinath4.0 Critical path methods inconstruction practice - Antia5.0 Farm Machinery and Equipment - Smith nd Wilkes6.0 Farm Machinery - Gulfin7.0 Project Management - Kerzner - Van Nostrand Reinhold Co.

S.S. OF B.E.-IV (Civil - Irrigation Water Management)

TRANSPORTATION ENGINEERING - II


Total: 150 marks

1.0 Importance of Roads in development of rural areas and agricultural developmentsand Nation- Historical growth of roads in India - Role played By I. R. C. CRRI,H.R.B. etc in road development of India.

2.0 Geometric Design of Highway - Alignment fixing and design factors.3.0 Design of a road from Traffic consideration - Management control and surveys.4.0 Pavement Design - Factors affecting pavement performance I. R. C. guideline for

design of flexible and rigid pavement simplified methods of evaluation ofsubgrade soil strength.

5.0 Materials for road construction - use of local materials - properties and laboratorytest.

6.0 Road construction – methods for low intermediate nad high type – using soil,aggregate, puzzolona, bituminuous and cement binders – and in differentgeoclimatic regions – Machinery and equipments – Specifications for road work

7.0 Highway Drainage - Low cost drainage system - cause ways - pipe culverts box -box culverts etc.

8.0 Routine and periodic maintenance of roads - properties.9.0 Case study of economic appraisal of rural roads - command area roads -

Economic appraisal techniques.

II TERM WORK.Students will be required to submit term work consisting of laboratory journal andassignments based on the syllabus of the subjects.

Books Recommended : Text / Reference.1. T. D. Ahuja :- Highway Engineering (Publishers:- Standard Book House , Delhi)2. Sharma :-Principles , Practice and Design of Highway Engineering (Publishers:-S.

Chand and Co., Delhi)3. Sahgal and Bhanot :- A text book of Highway Engineering and airport

(Publishers:- S. Chand and Co. Delhi).

S.S. OF B.E.-IV (Civil - (Civil - Irrigation Water Management))

IRRIGATION ENGINEERING - II

Code No Theory : 100 marks3L+1T+4Pr T.W./Pr

incl viva:50 marksUnits

1.0 Levis Milne equation, Volume balance field design, Design objectives, Advancephase, Wetting, Depletion phase, Recession phase

2.0 Design of Border irrigation system, Evaluation of border irrigation system3.0 Design of basin irrigation system, Evaluation of basin irrigation system4.0 Design of furrow irrigation system, Evaluation of furrow irrigation system5.0 Hydraulics of pipe systems, Fundamental flow equations, Darcy-Weisbach

equation, Scobey equation and Hagen Williams equation6.0 Headloss in pipes with multiple, equally spaced outlets7.0 Design of solid set sprinkler system, Evaluation of sprinkler irrigation system

distribution uniformity, Coefficient of uniformity8.0 Design of drip irrigation system, Evaluation of drip irrigation system Practicals

and Termwork will be based on the above syllabus

REFERENCE :

1.0 Design and operation of Farm Irrigation systems - M. E. Jensen ASAEMonograph No.3, ASAE, Michigan2.0 Surface Irrigation Theory and Practice - W. R. Walker and G. V. Skogerboe,Prentice Hall Inc., New Jersey3.0 Farm Irrigation system Evaluation, A guide for Management - J. L. Merriam andJack Keller, Utah State University, Logan

S.S. OF B.E.-IV (Civil - Irrigation Water Management)IRRIGATION MANAGEMENT

Code No Theory: 100 marks3L+1T+2Pr T.W./Pr incl viva:50 marks

1.0 Goals of irrigation management, Problems in irrigation management, Socialscientists and irrigation engineers, joint involvement in management of irrigationsystems. Traditional irrigation management

2.0 Participatory Irrigation management, Concept of PIM, Need of PIM, Benefits ofPIM, Objectives of PIM, Status of PIM in India and Gujarat. Planning of PIM.

3.0 Water user’s association / cooperatives. Pre-requites for sustainable WUA/WUC.Types of farmers organization. Hierarchy of irrigation dept. and WUA/WUC.Constraints to farmers participation. Incentives for implementation of PIM.Organizing steps for transfer of management to users. Steps of rehabilitation andmaintenance work carried out by WUA/ WUC. Allocation of water. Steps forcharging of water within the organization. Agreement of MOU between WUA/WUC and Government. Formation, rights and functions of each committee.Rights and functions of irrigation department. Raising of funds and investment byWUA/ WUC

4.0 Training of PIM to WUA/ WUC. Organisers for implementing PIM. Designing acapacity building program for PIM. Role of trainer. Conducting trainingprogramme. Training of discharge measurement. Walk throughsurvey/maintenance survey. Crop assessments and water charges collection.Training to agency officials. Workshops on agricultural production practices.Monitoring performances of WUA/ WUC.

5.0 Irrigation Water Distribution System, Rotational Water Supply System.Traditional system, Sejpali, Warabandhi, Vara-Varam, RWS, Principles of RWSsystem, Preparation of RWS.

6.0 Tank management systems, Organisation structure, Maintenance schedule,Problems involved, Organisation of rotational schedule, Case studies

7.0 Management of lift irrigation system, System design for water allocation, Role ofwater users’ organisation in management of lift irrigation systems, Economicappraisal of lift irrigation scheme.

8.0 Integrated water resources management. Principles, Key issues in IWRM. inbasins, Establishing basin management system. Roles and types of basinorganisations. Finance. Involving stakeholders. Strategic long term planning.Basin action plans.


REFERENCE:

1.0 Barik, B.C. “Course Report on Participatory Irrigation Management”, WALMI,Anand

2.0 Guide for preparation of Plans of Operation and Maintenance of IrrigationSystems in India – Indian National Committee on Irrigation and Drainage,INCID, New Delhi.

3.0 Guidelines for “Haryali” Watershed Development Programme. Ministry of RuralDevelopment, Govt. of India.

4.0 Gujarat Government orders on Participatory Irrigation Management,Development Support Centre, Ahmedabad

5.0 Impact of Participatory Irrigation Management Training Programme. WALMI,Anand

6.0 Irrigation Management Committees NMWP Guidelines and Implantations forImplementation Indo- Dutch Training, Production Management Unit.

7.0 Hooja R. “A Strategy for training for PIM in India, Working paper, Indianpim8.0 Maloney, C. and K.V. Raju., “Economic aspect of PIM”, Additional reading on

farmers’ organizations for irrigation management, WAPCOS, New Delhi.9.0 Murray, H., Lashri B. and Memon, Y. “How to establish water users association?”

Practical steps for social mobilizers”, IWMI10.0 Pangare, G.A. “Scaling up PIM in India”. Indian Network on PIM, New Delhi.11.0 A Handbook for Integrated Water Resources Management in Basins, Published

2009 by the Global Water Partnership (GWP) and the International Network ofBasin Organizations (INBO).

S.S. OF B.E.-IV (Civil - Irrigation Water Management)ELECTIVE II (A) DRAINAGE ENGINEERING OF IRRIGATED


1.0 Importance and benefits of drainage, Interrelationship of irrigation and drainage,Soil properties influencing drainage, Statics and dynamics of soil water,Hydraulic conductivity and its measurement in the laboratory and the field

2.0 Types of drainage, Surface and subsurface, Drainage surveys and investigations,Types of land requiring drainage and criteria, Planning a field drainage system,Fundamentals of seepage analysis

3.0 Surface drainage, Type and design of open ditches4.0 Subsurface Drainage : Theory of subsurface drainage, General solution to

drainage flow problems, Flow to drains in homogeneous, Heterogeneous andanisotropic soils, Design of filters, Subsurface drainage design, Types of systems,Depth and spacing design criteria

5.0 Maintenance of water table, Special methods of drainage e.g. Vertical drainage,Mole drains, Drainage wells Recycling of drainage water

6.0 Problems related to drainage and salinity in irrigated agriculture, Causes of saltaccumulation

7.0 Water logging, Soil salinity, Salt balance, Leaching methods8.0 Reclamation and management of salt affected soils, Reclamation of saline and

alkaline soils, Special legal problems of reclamation


REFERENCES :

1.0 Drainage manual for irrigated Agriculture in India - IMTP Publication, New Delhi2.0 Drainage Engineering - Luthin3.0 Manual of Surface Drainage Engineering Vol. II - B. Z. Kinori and J. Mevorach -Elseveir4.0 Drainage for Agriculture - J. V. Schilfgaarde - American Society of Agronomy

S.S. OF B.E.-IV (Civil - Irrigation Water Management)ELECTIVE II (B) ECONOMIC EVALUATION OF IRRIGATION PROJECTS


1.0 Introduction : Present methodology, An overview of social benefit cost analysis ofproject, An overview of techno-economic analysis of alternatives

2.0 Background of Project : Project features, Agro-economic profile of the projectregion

3.0 Benefit-Cost Analysis of Project : Background to the analysis, Estimation ofbenefits, Estimation of farm level costs, Estimation of annual costs, Discountingof benefits and costs, Benefit cost ratios, Economic benefit cost analysis-worldbank methodology

4.0 Social Benefit Cost Analysis : The need for social benefit cost analysis (SBCA),Social benefit-cost analysis-an overview, Estimation of national/regionalparameters

5.0 Social Benefit Cost Analysis of the Project : Estimation of gross benefits,Estimation of farm-level costs, Estimation of net value of output, Estimation ofproject level costs, Adjustments for shadow price of investment, Results ofSBCA, Sensitivity analysis

6.0 Techno-economic Analysis of Project : Background to the analysis, Alternativeplans of utilization, Reservoir capacity and cost of dam under alternative plans ofutilization, Economics of lining of the main canal, Earth dam vis-a-vis masonrydam, Benefits and adverse effect on environmental quality, Optimization ofresource utilization, Recommended plan

8.0 The SBCA of Irrigation Projects in India : Use of SBCA methodology in india,Computer program for benefit cost analysis

Pracitcals and Termwork will be based on the above syllabus

REFERENCES :

1.0 Economic appraisal of irrigation projects in india - Basawan Sinha, RameshBhatia - Agricole Publishing Academy, New Delhi, 1989

2.0 Economics of Water Resources Planning L. D. James and R. R. S

B.E.(Civil-IWM)

Documents

vikas publishing

texts references

participatory

water resources

advanced engineering

text references

irrigation

standard book