Civil_Engineering.pdf

May 8, 2018 | Author: Shivangi Mishra | Category: Boundary Layer, Flow Measurement, Turbulence, Laminar Flow, Stress (Mechanics)


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Course Structure & CurriculumFor B. Tech. Programme In CIVIL ENGINEERING Department of Civil Engineering Motilal Nehru National Institute of Technology Allahabad Curriculum for Bachelor of Technology in Civil Engineering 3rd semester (Civil Engineering) Course code Course name L T P Credit CE-1301 Building Planning & Construction 2 --- --- 2 CE-1302 Computer Based Numerical Techniques 3 --- --- 3 AM-1304 Strength of Materials 3 1 --- 4 AM-1301 Fluid Mechanics – I 3 1 --- 4 CE-1303 Engineering Geology 2 ---- --- 2 CE-1351 Building Planning & Construction (Lab) --- --- 3 2 CE-1352 Computer Based Numerical Techniques (Lab) --- --- 3 2 AM-1353 Strength of Materials (Lab) --- --- 3 2 AM-1351 Fluid Mechanics – I (Lab) --- --- 3 2 CE-1353 Engineering Geology (Lab) --- --- 3 2 Total 13 2 15 25 4th semester (Civil Engineering) Course code Course name L T P Credit CE-1401 Building Materials & Concrete Technology 3 --- --- 3 CE-1402 Estimating, Costing & Valuation 3 1 --- 4 CE-1403 Survey – I 3 1 --- 4 HS-1401 Principles of Management 3 --- --- 3 AM-1404 Structural Analysis – I 3 1 --- 4 AM-1405 Fluid Mechanics – II 3 1 --- 4 CE-1451 Building Materials &Concrete Technology (Lab) --- --- 3 2 CE-1452 Survey – I (Lab) --- --- 3 2 AM-1452 Fluid Mechanics – II (Lab) --- --- 3 2 Total 18 4 9 28 5th semester (Civil Engineering) Course code Course name L T P Credit CE-1501 Survey- II 3 1 --- 4 CE-1502 Transportation Engineering - I 3 1 --- 4 CE-1503 Geotechnical Engineering – I 3 1 --- 4 CE-1504 Concrete Structures – I 3 1 --- 4 CE-1505 Environmental Engineering - I 3 1 --- 4 AM-1501 Structural Analysis – II 3 1 --- 4 CE-1551 Transportation Engineering – I (Lab) --- --- 3 2 CE-1552 Geotechnical Engineering – I (Lab) -- --- 3 2 AM-1551 Structural Analysis – II (Lab) --- --- 3 2 Total 18 6 9 30 6th semester (Civil Engineering) Course code Course name L T P Credit CE-1601 Concrete Structures - II 3 1 --- 4 CE-1602 Transportation Engineering - II 3 1 --- 4 CE-1603 Environmental Engineering - II 3 1 --- 4 CE-1604 Steel Structures - I 3 1 --- 4 CE-1605 Geotechnical Engineering - II 3 1 --- 4 CE-1671 Survey Camp --- --- --- 3 CE-1651 Concrete Structures – II (Lab) --- --- 3 2 CE-1652 Environmental Engineering – II (Lab) --- --- 3 2 CE-1653 Geotechnical Engineering – II (Lab) --- --- 3 2 Total 15 5 9 29 7th semester (Civil Engineering) Course code Course name L T P Credit CE-1701 Water Resources Engineering - I 3 --- --- 3 CE-1702 Construction Planning & Management 3 --- --- 3 CE-1703 Steel Structures – II 3 --- --- 3 OE-1781 to 1790 Open Elective - I 3 --- --- 3 CE-1791 Project --- 4 --- 4 CE-1751 Steel Structures – II (Lab) --- --- 3 2 CE-1731 to 1740 Professional Elective – I 3 1 --- 4 Total 15 5 3 22 2 8th semester (Civil Engineering) Course code Course name L T P Credit CE-1801 Computer Aided Design (Civil) 1 --- 3 3 CE-1802 Water Resources Engineering - II 3 1 --- 4 CE-1803 Earthquake Resistant Design 3 1 --- 4 CE-1841 to 1850 Professional Elective – II 3 1 --- 4 OE-1881 to 1890 Open Elective – II 3 --- --- 3 CE-1891 Project ---- 8 --- 8 CE-1851 Computer Aided Design (Civil) (Lab) Total 13 11 3 26 1st digit; 1: UG, 2nd digit; 2, 3, etc.: Semester Code Description 01-30 Theory Courses 31-40 Professional Elective –I 41-50 Professional Elective –II 51-70 Practical Courses 71 Survey Camp 81-90 Open Elective 91-99 Project 3 Jain.  S. Least Square fit. Heating ventilation & air-conditioning. 5(L) UNIT 6: Columns and Theories of Failure. Conjugate-beam method. Form works. Elastic Constants. New Age International  Balaguruswamy. S. Damp proofing ant termite treatment. Strain. Color washing. Strain Energy in Torsion. Analysis of Strain. Lagrange Interpolation Formula. Regression analysis. Problems of efflorescence & lime bursting in b ricks & tiles. Fitting a Straight Line. and Painting..K.H. FSI and FAR restrictions. Vikas STRENGTH OF MATERIALS (AM-1304) UNIT 1: Analysis of Stress and Strain. Gauss. 10(L) UNIT 2: Bending and Shear Stresses. Methods for Determining Deflections . Useful life of buildings. Iteration Method.C. and their classification. Addision Wesley  Flowers. Torsion of Thin Walled Tubes. 8(L) UNIT 6: Statistical Computation-Frequency Distribution & Chart. Method of Least Square. Manufacture of burnt clay bricks. Planning. 5(L) UNIT 5: Planning for Building Services-Water supply and sanitary fittings (Plumbing). Errors in Numerical Computations. Statistical Quality Control Methods. TMH  Sastry. Koenisberger: “Manual of tropical housing and building”.  O.P. Decision of Errors. Newton Divided Difference Formula 6(L) UNIT 5: Numerical Integration and Differentiation-Introduction of Numerical differentiation and Numerical Integration. Polynomial fit. Combined Bending and Twisting. Stress Transformation. Arora et al. Numerical Methods. 7(L) 4 . Introductory Method of Numerical Analysis. Distempering. Numerical Methods for Scientific & Engineering computation. Concept of functional efficiency of buildings. Delhi. Arithmetic Operation with Normalized Floating Point Numbers. Recommendations of NBC 2005 for building planning.  Jain. hollow block construction. Impact Loading. mechanical lifts and escalators.Introduction. Booles and Weddles rule. 6(L) UNIT 4: Thin and Thick Cylinders & Spheres. Chand & Company Ltd. Strain Measurements.Introduction. Numerical Methods In C++. Type of Errors. Scaffolding. 3(L) UNIT 2: Building Science-Thermal and acoustic behavior of buildings and associated design computations. Fire safety installations.  B. Strain-displacement relations. Oxford University Press  Vedamurthy. electricity. TERI. Normal stresses in beams. Lighting in building. Factors affecting strength of masonry. Different types of mortars used in masonry construction. Moment-Area Method. Eccentrically Loaded Columns. bricks and other building blocks: Specifications for building stone. Compound Shaft. Shear Centre. Castigliano’s Theorem. Equation of Elastic Curve. 3(L) Text/ Reference Books:  S. Accuracy of Numbers. Laxmi Publications.Introduction. Interpolation by Unevenly Spaced Points. 6(L) UNIT 3: Torsion: Introduction. Cavity wall. Different types of floors. Numerical Methods. Addision Wesley  Hulquit. Hooke’s Law. lyengar. and flooring materials. Strain Energy. Active and passive means of improving functional performance of buildings. Method of False Position. Compound Cylindrical Shell. 2008. pointing. Strain energy in bending. Newton-Raphson Method. 4(L) UNIT 6: Building Finishes and Maintenance: Plastering.Dhanpat Rai & Sons.  TERI Guide to Sustainable Building Design. Oriental principles of building planning. Numerical Method for Engineers & Computer Scientist?.Double Integration. Applied Numerical Analysis. “A Text Book of Building Construction (Planning Techniques and Methods of construction) . Biaxial stress and strain: Stress at a Point. Sharma: A Text Book of Building Construction. Exponential curve fit. its concepts & mathematical preliminaries 4(L) UNIT 2: Errors and Their Analysis-Sources of Errors. 6(L) UNIT 5: Deflections of Beams. Strain transformation. Simpson 3/8 Rule. Constitutive equations. Principal stresses and strain.BUILDING PLANNING & CONSTRUCTION (CE-1301) UNIT 1: Building Byelaws & Development Controls-Types of buildings.Uniaxial stress and strain: Stress. 4(L) UNIT 3: Building Components & Construction Details-Components of building and area considerations. 10(L) UNIT 4: Interpolation-Introduction of Finite Differences. New Delhi. Euler’s Theory for Long Columns. Laxmi Publications. Muller’s Method. Combined Bending and Axial Stress. Properties of clay bricks and their testing.Tapered Shaft. Construction details of Lintels and Chhajja and Waffle slab. Testing and preservation of stones. Open and Closed Coiled Springs. design and construction of vertical circulation means. Different types of roofs and roof treatments for thermal insulation and water proofing. Preventive maintenance Principles & Methods. Energy Efficient Built environment. 6(L) UNIT 3: Algebraic & Trancedental Equation-Bisection Method. Thin Walled Shells. Fal G bricks and other green construction building blocks. Punmia : A Text Book of Building Construction. Delhi. 6(L) Text/ Reference Books:  Manish Goyal. Macaulay’s Method. shoring and underpinning. 5(L) UNIT 4: Masonry Construction-Masonry construction using stones. Stress-strain curves. Variation of Stress. New Delhi COMPUTER BASED NUMERICAL TECHNIQUES (CE-1302) UNIT 1: General Considerations-Introduction to numerical analysis.Introduction. commonly used stones in masonry construction. Power Transmitted by a Shaft. Linear & Non Linear Regression. PHI  Gerald & Wheatley. Trapezoidal Rule. Madras. Rankine-Gordon Formula.. Pure Bending. Composite Beams. Green rating of Buildings. Thermal Effects. Multiple Regression. Simpson 1/3 rule. Orient Longman Ltd. Statically Indeterminate problems. Newton's formulae for Interpolation. Torsion of Circular Shaft. Empirical Formulae. Thick Shells. Computer-Based Numerical & Statistical Techniques. Shear Stress. Gaussian formula. Vortex shedding flowmeter. rotational and irrotational flows. 4(L) Text/ Reference Books:  Fox. sedimentary and metamorphic rocks and their suitability as engineering materials.S. Leggot: Geology and Engineering. buoyancy. Popov. Ground water and rainwater harvesting. 10(L) UNIT 5: Hydrodynamic Boundary Layer. Stokes law.  Garde. New Delhi..Flow measurement by Pitot tube. TMH. drag and lift. water hammer (rigid theory). outlier and inlier. Outcrop-its relation to topography. continuity equation.W. Ground water provinces of India. S.G. structure. Fluid Mechanics. Cengage Learning Publications. and General Geology. pressure transducers. boundary layer. power transmission through a pipe. joints unconformity and their classification. Chandramouli. Mukerjee: A Text Book of Geology.Riley. Fluid Mechanics with Laboratory Manual. Ltd. Mohindra Capital Publishers. East-West Press Pvt. nozzle. CRC Press. isotropic and homogenous turbulence.M. Bedding. Venturi. dip and strike of bed. CBS Publications.Introduction with a historical background. Buckingham’s Pi theorem. kinematic and dynamic similarity. centre of pressure. Berndtsson.  R. Harpercollins College division publications. three reservoir problems and pipe network. Coriolis flowmeter etc. S.K.K. E.. 6(L) UNIT 3: Earthquake-Earthquake.  Som.H. Faults. and bend meter.. drag on a sphere. 2(L) UNIT 6: Geological Investigation. Dimensional Analysis. Introduction of Fluid Mechanics & Fluid Machines. Chandigarh. International Students Edition.F. New Delhi. Blyth: Geology for Engineers.. 2(L) UNIT 2: Fluid Statics and Kinematics-Pressure-density-height relationship. 7th edition.Equation of motion for laminar flow through pipes.. seismic zones of India and Geological consideration for construction of building and other projects in seismic areas. Calcutta Word Publishers. Dahal and Lardener.Text/ Reference Books:  Elements of Strength of Materials. New Age International Pvt. its causes. PHI Learning. Texture and classification of igneous. turbulent boundary layer. Hydraulic similitude. Engineering properties of rocks. uniformity. fluid masses subjected to linear acceleration and uniform rotation about an axis. Pytel and Kiusalaas. Oxford University Press.. C. Fluid Mechanics and Machinery. Gere and Timosheinko. Nostrand. Katson Publishing House. Magnus effect.S. streakline.Geological investigations for site selection of Dams and reservoirs tunnels. momentum equation and its application to pipe bends. New York. Kinematics of Fluid flow: steadiness.. resistance to flow. stability of immersed and floating bodies. boundary layer over a flat plate. 8(L) UNIT 6: Measurement Techniques. Publications. New Delhi. New Delhi. 6(L) Text/ Reference Books:  P. displacement and momentum thickness. PHI Learning.Stratification. Turbine flowmeter. Crandal. Types of fluid flows. New Delhi. separation and its control. magnetic flowmeter.  Mechanics of Materials. 2(L) UNIT 4: Landslide and Ground Water Harvesting-Landslides.  Mechanics of Materials. Doppler Ultrasonic flowmeter. rotameter. Fluid Mechanics through Problems. Young. overlap.  Mohanty. Grouting. G. Instrumentation. TMH. Princeton..  J.  Strength of Materials.T. FLUID MECHANICS-I (AM-1301) UNIT 1: Introduction to Fluid Mechanics-Fluid and continuum. and Biswas G. Alkali aggregate reaction.P.  Agarwal.S. Rheology of fluids. LDV and PIV.  Shames. Principles of Geophysical explorations methods for subsurface structures.K. Ltd.  F. Pozzolonic materials.J. P. John Wiley & Sons. Rocks: origin. scale and intensity of turbulence. 6(L) UNIT 2: Structural Geology.  Mechanics of Materials. Introduction to Fluid Mechanics. stream function and velocity potential. London. New York. 8(L) UNIT 3: Dynamics of Fluid Flow and Dimensional Analysis-Euler’s Equation of motion along a streamline and its integration.  Mechanics of Materials. model studies. eddy viscosity. Rock deformation: Folds. Arnold. notches and weirs. Lamination. H. pipe in series and parallel. McGraw Hill. B. 5 .  Ojha. its causes.N. A.  Rathakrishnan E.H.  Strength of Materials. application of momentum equation. R.  Prabin Singh: Engg. R. important dimensionless numbers and their physical significance.M. R.P.  K V G K Gokhale: Principles of Engineering Geology. orifice. Wiley India. laminar sub-layer. Mechanics of Fluids. I. New Delhi. pathline.. McDonald. Prandtl boundary layer equation. circulation. velocity distribution in turbulent flow over smooth and rough surfaces. streamline.Minerals: Their physical properties and study of certain rock forming minerals. Macmillan India Limited. classification.K. geometric. Timoshenko and D. manometers. hot-wire anemometer. Physical properties of fluids. A.  Strngth of Materials. pressure on plane and curved surfaces. siphon. Ryder. 8(L) UNIT 4: Laminar and Turbulent Flows. Tata Mcgraw Hill Publications. Treteth: Geology of Engineers. Bernoulli’s equation and its applications.  D. classification and preventive measures. Struges and Morris. minor losses. 4(L) UNIT 5: Engineering Materials-Building Stones. S.. ENGINEERING GEOLOGY (CE-1303) UNIT 1: Minerals and Rocks. transition from laminar to turbulent flow. Prentics Hall Publications. Von. applications of potential flow. Fluid Mechanics and Machinery. Arora: Geology for Engineers. P. bridges and Highways. a 2D cylinder and an aerofoil. laminar boundary layer..Pytel and Singer. types of turbulent flow.  Majumdar. Publications. McGraw Hill. Measurements and Experiments in Fluids. Prandtl’s mixing length theory. B. PHI Learning. Experiment 2: Design for Noise control & acoustic for an auditorium.  Prabin Singh: Engg.  P. Experiment 8: Lagrange’s interpolation formula. New Delhi. venturimeter. Experiment 7: To study the boundary layer velocity profile over a flat plate and to determine the boundary layer thickness. Mukerjee: A text Book of Geology. Experiment 5: To study the velocity distribution in a pipe and also to compute the discharge by integrating the velocity profile. sedimentary and metamorphic rocks Experiment 3: Study of geological models Experiment 4: Study of geological maps Experiment 5: Study of thin sections Text/ Reference Books:  K V G K Gokhale: Principles of Engineering Geology. Experiment 4: Evaluation of a Building for Green Rating. Experiment 9: Numerical Integration using Simpson 1/3 Rule and Simpson 3/8 Rule and their applications. Arora: Geology for Engineers.N. ENGINEERING GEOLOGY (LAB) (CE-1353) Experiment 1: Identification of certain rock forming minerals Experiment 2: Identification of certain igneous. Text/ Reference Books:  Singh. COMPUTER BASED NUMERICAL TECHNIQUES (LAB) (CE-1352) Experiment 1: Bisection Method Experiment 2: Iteration Method Experiment 3: Method of False Position Experiment 4: Newton-Raphson Method Experiment 5: Newton’s forward difference Interpolation formula Experiment 6: Newton’s backward difference Interpolation formula Experiment 7: Gauss’s interpolation formula. Experiments in Hydraulics and Hydraulic Machines: Theory and Procedures. Calcutta Word Publishers..S. c) Details of different types of Staircase and a section through foundation and super structure. Experiment 2: To determine the coefficient of discharge of an orifice of a given shape. New Delhi. Experiment 6: To study the variation of friction factor ‘f’ for turbulent flow in commercial pipes. Chandigarh. Publications.  Prakash. f) Development of drawings for Planning of a building with given site conditions on Auto Cad.BUILDING PLANNING & CONSTRUCTION (LAB) (CE-1351) Experiment 1: Preparation of Drawings by students: a) Details of Bonds in Brick Masonry and Stone Masonry b) Planning of a building with given site conditions. Experiment 3: Computation of thermal load and associated design of building for thermal comforts and lighting. Experiments in Fluid Mechanics. and bend meter and study the variation of the co-efficient of discharge with the Reynolds number. 6 . S. Experiment 3: To calibrate an orifice meter. Also to determine the coefficient of velocity and the coefficient of contraction of the orifice mouth piece.S. and General Geology.K. Katson Publishing House. e) Details of Single Stack and Double Stack Plumbing system.  D. Mohindra Capital Publishers. Experiment 4: To study the transition from laminar to turbulent flow and to determine the lower critical Reynolds number. STRENGTH OF MATERIALS (LAB) (AM-1353) Experiment 1: Tension Test Experiment 2: Compression Test Experiment 3: Torsion Test Experiment 4: Beam Bending Experiment 5: Impact Tests Experiment 6: Closed and Open coiled springs Experiment 7: Shear Test Experiment 8: Buckling of Struts Experiment 9: Hardness Test (Brinell and Rockwell) Experiment 10: Tensometer (Tension Test) FLUID MECHANICS-I (LAB) (AM-1351) Experiment 1: To verify the momentum equation using the experimental set-up on diffusion of submerged air jet. M. g) Details of earthquake resistant provisions in masonry structures. PHI Learning. B.S. d) Details of commonly used Doors and Windows. Schedule rates.” S. TMH New Delhi  Spence RJS and Cook DJ-’Building Materials in Developing Countries’ John Wiley and Sons. Cash and cash book. Dumpy & Tilting levels.BUILDING MATERIALS AND CONCRETE TECHNOLOGY (CE-1401) UNIT 1: Clay Based Building Products.” UBS Publishers & Distributors Pvt.. Need of admixtures. Release of payments. Contours. classification of Surveys. Chand & Company Ltd. Asphalt. Equipment costs and productivity analysis. temporary adjustments and parts of prismatic compass. & Monterio P. reduction of field notes. Segregation. “Advances in Building Materials and Construction-CBRI Roorkee. Problems of efflorescence in bricks and tiles.. Mechanism of deterioration of concrete Different modes of transport mechanism in concrete mass. Properties of clay bricks and their testing. EDM. Standard rent. Traversing-Distance measurement by EDM. Paints and Varnishes. accounts. “Concrete Technology. Resection by three point problem. Stores. years purchase. Principle and applications (Authors Publication. Duties and responsibilities of officers.Duggal: Building Materials. Sulpher Impregnated concrete. Organization Structures and Standard Work Procedures-Organization set up for various works departments. “ Concrete Microstructure . New Delhi.. UPV method. SURVEY.Detailed estimates of a single roomed and a two roomed single storey residential building. 7(L) UNIT 2: Detailed Estimation of Buildings and Analysis of Rates. Defects and properties. Dutta “Estimating & Costing in Civil Engineering. non scheduled items and cost indices for building material and labour. 7(L) UNIT 4: Triangulation and Plane Table Surveying-Triangulation: Principle and classification. 10(L) UNIT 3: Concrete and Its Composition-Importance of its ingredients. methods and uses. Plastic. 5(L) Text/ Reference Books:  Chakraborty M. Tacheometry: Basic terms & principles. Tata McGraw Hill Publishing Company Ltd. “Managing the Construction Process Estimating. Properties of Concrete.  Neville A. Strength of concrete. Measurement and standard measurement book. Seasoning and preservation of timber.W. general and detailed specifications. Desirable properties of water for concrete making and curing.S. 7(L) UNIT 3: Establishments. Theory and Practices. Corrosion of reinforcement in concrete. capitalized value and depreciation. New Delhi. causes and mitigation. Traverse Adjustment. material and other cost considerations. Physical and mechanical properties of aggregates. Technical and Financial approvals. Gould. Factors affecting the values of property. 5(L) Text/ Reference Books:  S. plane and geodetic surveying. Principles of Concrete Mix Design. Polymers.I (CE-1403) UNIT 1: Introduction-Introduction.N. Ready Mix concrete.. principles of surveying. curvature and refraction correction. level tube.  CPWD Works Manual 2012. Bleeding and Laitance in concrete.  Rai Mohan and Jai Singh M. Contouring and Tacheometry. Super plasticizers and other air entraining agents. Pozzolona and associated PPC.  Mehta. Hydration of cement. micro structure of hardened concrete. Distance elevation formulae. Rebound Hammer Method & Impact Echo Method of NDT. Chainage & offsets. methods. Principles of traversing by compass and theodolite.K. “Concrete Technology” . intersection & traversing. 6(L) 7 . plane table equipments. Importance of surveying to engineers. Estimation of highways /irrigation/ airways projects including cross drainage structures. New Delhi. principle & type of direct levelling. Types of cements. Direction & Angle. Ltd. Pitman Publishing Company. Temporary advance. COSTING & VALUATION (CE-1402) UNIT 1: Estimation Fundamentals-Importance of estimation. IS Classification of admixtures. 7(L) UNIT 4: Valuation of Assets-Standard Terminology. Material at site account. Aluminum and lead. Polymer concrete. Triangulation field work. free hold and lease hold pr opriety. 7(L) UNIT 5: Estimation for Mechanized Construction and Infrastructure Projects-Estimation for mechanized construction including slip forming pumped concreting. Testing of OPC as per BIS Specifications. Estimates of Steel Framed Industrial Building:. 5(L) UNIT 2: Organic Materials-Timber: Classification. Glass and insulating materials. Fick’s law of Diffusion.K. computations of traverse coordinates. High Performance concrete.  Shetty M. 8(L) UNIT 5: Durability of Concrete-Problem identification for durability of concrete. Self compacted and Roller compacted concrete.basic terms and definitions. Plane Table Survey: Principles. P. High density concrete. System of P.  Gambhir M. Analysis of rates. New Age International Publishers. New Delhi. Administrative. Metals & Non-Metals: Ferrous metals.M. units and measurement of items. ESTIMATING. Bitumen and Tar.Tata McGraw Hill Publishing Company Ltd. Testing of Concrete.J. PW. Physical & chemical properties of OPC. Methods of valuation. different types of estimates. Measurement of horizontal angles: repetition method & reiteration method. Pearson Education  B. Designation of Bearings & inter-conversion. No Fines concrete. magnetic declination. 6(L) UNIT 3: Levelling.L. Lehmann’s rules.. Defect Liability considerations. Kolkata)  Frederick E. intervisibility of stations. 7(L) UNIT 6: Computer Aided Estimation and Costing-Application of computer software for estimation and costing. Methods of Estimation: Items of work for estimates.radiation.Manufacture of clay bricks and their classification.P. Gales Traverse Table. Vernier Theodolite and Total Station. FRC. 7(L) UNIT 2: Measurement of Distance. Material Testing & Instrumentation: NDT & Conventional Testing of concrete & concrete Structures. 4(L) UNIT 6: Special Concretes & Material Evaluation-Light weight concrete.. market rates.Characteristics. 8(L) UNIT 4: Fresh Concrete & Hardened Concrete-Workability and its measurements. Mechanical & physical properties of ferrous metals. Working principle. Issue of stores. "Estimating costing and valuation in Civil Engg. Compaction & curing of concrete. New Delhi  “Civil Engineering Materials “Technical Teachers” Training Institute Chandigarh. Resource planning through analysis of rates. Properties and Materials”. Factors affecting strength of concrete.Direct levelling.D. Sulphate and Chloride attack & Alkali aggregate Reactivity in concrete. Mortgage and easement. Scheduling and Project Control”. Review of AFD. multi-stage pumps.K. changing dimensions of these laws and their impact on business.M.K. globalisation. Unit Load method. Spandrel Braced Arch. Norris. Main characteristics and operating characteristics. FDI policy. Pearson Publications. setting out.Breslau principle and its applications. Maxwell’s Reciprocal & Betti’s Theorem. Static and Kinematic Indeterminacy of Structures. II): S. basic equations. Jangid. reforms in financial Sector. Muschel curves. Design point and operating point. 10(L) UNIT 5: Organizational Behavior-Organizational change. ideal transition curve.C.. Analysis of Compound and Complex Trusses. equations of various transition curves. Mc. celerity of the gravity wave. 6(L) UNIT 6: Transition and Vertical Curves -Transition curves. their changing role. velocity distribution. 5(L) UNIT 2: Politico-legal environment-Relationship between business and Government of India.Delhi . Utku. C. 8(L) UNIT 4: Hydraulic Pumps-Rotodynamic pumps. Economic environment: philosophy and strategy of planning in India. New Delhi. Analysis of Cables. head on reaction turbine. 4(L) UNIT 2: Uniform Flow in Open Channel-Introduction. integration of varied flow equation by analytical. Laxmi Publications. New Delhi. Pearson Education. Hibbeler. Deflection of trusses and plane frames.Chand . Beams Curved in plan. Pelton turbine.M. stresses in bars with small and large initial curvatures. Analysis of Plane Frames. compound curves. 7(L) UNIT 4: General Management-Management concepts. theories and practices.  Business Environment by Francis Cherunilam. Energy methods. FLUID MECHANICS-II (AM-1405) UNIT 1: Introduction to Open Channel Hydraulics-Introduction. basic philosophies of capitalism and socialism with their variants.I (AM-1404) UNIT 1: Introduction & Analysis of Plane Structures-Introduction and Classification of Structures. Chandra. 8(L) UNIT 3: Hydraulic Jumps. evaluation of the jump elements in rectangular and non-rectangular channels on horizontal and sloping beds. vertical curves. Co. penstock and surge tank. similarity laws and specific speed. Compound and Reverse Curves-Curve Surveying: Elements of simple circular curves. 10(L) UNIT 6: Performance Evaluation of Hydraulic Machines-Evaluation of performance of turbines and pumps. 7(L) UNIT 5: Unsymmetrical Bending-Introduction. Tata McGraw-Hill Pub.  Structural Analysis.UNIT 5: Simple Circular. application of specific energy principle for interpretation of open channel phenomena. Equation of gradually varied flow and its limitations. Influence Lines for Arches. Degrees of Freedoms. Punmia & A.Introduction. cavitation in pumps. Energy and momentum principles. 4(L) UNIT 6: Curved Beams-Bending of curved beams in plane of bending.. New Delhi.  Indian Economy Dutt R and Sundharam K. Arora. Organizing. most efficient channel section. Eddy’s Theorem. continuity equation. reverse curves.. flow classification and surface profiles. SFD and BMD for Beams. Cables and Suspension Bridges. Baker. Jain. H. Wilbur and S. Publisher. communication and controlling.I &. efficiencies. STRUCTURAL ANALYSIS. IV Non-Uniform Flow in Open Channel. New Delhi. New Delhi. Elsevier Publications..  Surveying (Vol. functions of management – Planning. foreign collaborations and joint ventures. 7(L) UNIT 4: Arches.Graw Hill. R.  Structural Analysis in Theory and Practice.M. 6(L) Text/ Reference Books:  Structural Analysis. Tata Mcgraw Hill Publications. S .I & II): B. Location of Neutral axis. Linear Arch.  Elementary Structural Analysis.. geometrical parameters of a channel. the interaction matrix of different environment factors. J. Bombay. pumps in series and parallel. velocity triangles. Ltd. B. S Chand. flow in channels of non-linear alignment. introduction to some important business laws: competition act. (P) Ltd. 7(L) UNIT 3: Rolling Loads and Influence Line Diagrams-Introduction.R. concept of mixed economy. Computation of Stresses and deflections. open channel surge. motivation. PRINCIPLES OF MANAGEMENT (HS-1401) UNIT 1: Concept of business environment-Significance and nature. 4(L) 8 . Delhi . S.I & II): K.. manometric head. and Water waves-Classical hydraulic jump. reaction turbines. directing-leadership. Suspension bridges with three and two hinged stiffening girders. Chezy’s and Manning’s equations for uniform flow in open channel. Shift of transition curve. Aslam Kassimali.. Surges. spear valve. Duggal. FEMA. liberalization in India: the new economic Policy. A. water hammer (elastic theory).. Standard Book House.  Surveying (Vol. financial management. 5(L) UNIT 3: Technological and socio-cultural environment-Policy for research and development in India. marketing management 5(L) Text/ Reference Books:  Principles & Practices of Management by L. 9(L) UNIT 2: Displacements of Plane Structures-Introduction. New Age Int. Himalaya Publishing House. classification on different basis. difference between open channel flow and pipe flow. Raymond S. Francis and Kaplan type.  Surveying: Bannister. Alan Williams.  Structural Analysis. graphical and numerical methods. Muller. Prasad. Cengage Learning Publications. environmental scanning. SEBI. concepts of specific energy and specific force. equations for jet and rotor size. deep and shallow water waves.  Plane Surveying & Higher Surveying: A.S. Koontz and Cyrilo Donell. flow through vertical and horizontal contractions. policy with regard to small scale industries. setting out simple circular curves by instrumental methods. multinationals as source of technology. Rotodynamic machines. decision making. unit quantities. conflict management and stress management 5(L) UNIT 6: Functional management-Human resource management. Three-Hinged & Two- Hinged Arches.P.types and their characteristics. 6(L) Text/ Reference Books:  Surveying (Vol. Negi and R. Sultan Chand and Sons  Management by Harold. Critical depth. Influence Line Diagrams for Beams & Trusses. Absolute Maximum Bending Moments. 8(L) UNIT 5: Hydraulic Turbines-Introduction to Hydroelectric power station. efficiency. RBI. cavitation.  Business and society by Khan Farocq. consumer protection act. L. Tata Mcgraw Hill Publications. Oxford University Press.S. Experiment 3: To study performance of two Centrifugal pumps connected in series and parallel. New Delhi. Experiment 6: To determine the crushing value. (b) To determine the normal consistency and setting times.  Prakash.  Karassic. S. Experiment 6: To study performance of a Pelton wheel. Delhi. Experiment 9: To determine tacheometric constants of a Vernier Theodolite. Flow through open channels. Experiment 8: To study performance of a Kaplan Turbine. Experiment 5: To study the impact of jets on a flat plate. S.  Ojha. 2nd edition. PHI Learning. Introduction of Fluid Mechanics & Fluid Machines. Tata McGraw Hill Ltd. Experiment 11: To plot details using Survey Station. compaction factor Appartus and Vee Bee Consistometer. B. Text/ Reference Books:  Singh. Experiments in Fluid Mechanics.S. V.  Som. Metropolitan Book Co.P. Khanna Publishers. New Delhi. Ltd. PHI Learning. SURVEY.  Majumdar.  Sawhney..G.P.  Lal.. M. impact value and ten percent fine value for coarse aggregates. Fluid Machinery and Applied Hydraulics. Experiment 8: (a)To determine compressive strength and water absorbtion of burnt clay bricks. Experiment 3: To find out reduced levels of given points using dumpy level.Text/ Reference Books:  Ranga Raju. New Delhi. Theory of Hydraulics Machines. Hydraulic Machines. Experiment 7: To measure horizontal angle between two objects by repetition method with three repetitions.. (b) To assess the degree of efflorescence..S. Experiment 9: To determine the physical and mechanical properties of reinforcing steel. TMH.I (LAB) (CE-1452) Experiment 1: Study of different types of topographical maps and to prepare conventional symbols chart. Experiment 5: To draw the grading curves for fine and coarse aggregates and hence to determine their fineness moduli. Experiment 6: To measure vertical angle of given points by Vernier theodolite... 9 .N. PHI Learning. Experiment 3: To determine the specific gravity. Experiment 8: To measure horizontal angle between four objects by method of reiteration. and Biswas G. J. Experiment 10: To design a concrete mix of given specifications and to evaluate associated trial mixes. New Delhi. New Delhi. Experiment 2: To study the velocity distribution on an open channel and to determine the energy and momentum correction factors. Experiment 5: To find out reduced levels with an Automatic Level. dimensional tolerence and warpage in burnt clay bricks. G. Fluid Mechanics with Laboratory Manual. Experiment 2: (a) To assess the soundness of OPC using lechatelier appartus. T. Experiment 7: To measure the workability of concrete using slump cone. (b) To determine the compressive strength of ordinary portland cement.. Experiment 10: To set out a simple circular curve by Rankine’s method of tangential angles. Experiment 7: To study performance of a Francis turbine.H. Experiment 4: To perform fly levelling with a tilting level. BUILDING MATERIALS AND CONCRETE TECHNOLOGY (LAB) (CE-1451) Experiment 1: (a) To determine the specific gravity of cement using lechatelier flask and the fineness by sieve analysis.J. New Delhi. FLUID MECHANICS-II (LAB) (AM-1452) Experiment 1: To study the characteristics of hydraulic jump in an open channel. Experiment 2: To measure bearings of a closed traverse by prismatic compass and to adjust the traverse.  Vasandani. Experiment 4: To study performance of a Reciprocating pump. Pump Handbook. New Delhi. Experiments in Hydraulics and Hydraulic Machines: Theory and Procedures.M. Pvt. C.. Thermal and Hydraulics Machines. New Delhi. I. Experiment 4: To study the phenomenon of bulking of sand.. bulk density and water absorption of aggregates.K. PHI Learning. K. their Symptoms.  Remote Sensing & GIS: M. Causes and Treatments. Image rectification. Requirements of Ideal Alignment.. Types of consolidation. Identification and Classification of soils. 8(L) UNIT 4: Pavement Analysis and Design-Rigid and Flexible Pavements: Components and their functions. Nem Chand Publication. & Kiefer. TRANSPORTATION ENGINEERING –I (CE-1502) UNIT 1: Highway Planning and Alignment-Introduction to transport systems. 10(L) UNIT 2: Permeability and Capillarity-Types of soil water. Tata McGraw Hill. Control segment. Agarwal. Flight Planning.M. 6(L) Text/ Reference Books:  Remote Sensing & Image Interpretation: Lillesand. density. Image Classification: Unsupervised & Supervised. BS Publications. Phase relationship. Khanna Publishers. Shear characteristics of cohesionless and cohesive soils. GEOTECHNICAL ENGINEERING – I (CE-1503) UNIT 1: Soil formation.B. Image histogram. 7(L) UNIT 6: Global Positioning System (GPS)-Introduction. Sand drains. Query formation.W. most probable values & their determination. Design Practice for Rigid Pavements – [IRC Recommendations-Problems]. 5(L) Text/ Reference Books:  Highway Engineering by S. India. Highway Development in India. Khanna and C. and design of signals at intersections. Taylor’s stability number. Mohr-Coulomb theory. Flow nets and its construction. method of differences.Characteristics and formats. John Wiley & Sons. Special Repairs. 6(L) UNIT 5: Geographic Information System (GIS)-Basic concepts of geographic data. Traffic control devices: Signs.K. User segment.M. Spatial Overlay. remote sensing system. Sight distances . Observation equations accompanied by condition equation. camber. Characteristics of random errors. Astronomical coordinate systems. Tata McGraw-Hill Pub. P. IRC Method and Recommendations. Receivers. 7(L) UNIT 5: Highway Construction-Material Specification and Construction Practice . 10(L) UNIT 3: Traffic Engineering-Traffic characteristics Volume studies. Consolidation test. Data acquisition. Design of Horizontal and Vertical Alignments. 8(L) UNIT 3: Soil Compaction-Theory of compaction. accuracy and precision. GIS Applications. Highway cross sectional elements. Design principles of Flexible and Rigid Pavements. Visual interpretation: FCC. island. Traffic flow characteristics. Buffering. GPS satellite signals.Basic terms & Definitions. Anji Reddy. Principle of least squares. various modes of transportation. Kadiyali and N. Particle size analysis.  GIS & Remote Sensing: Chandra. Stability analysis – Culmann’s method. Indian Remote Sensing satellites & data products.SURVEY – II (CE-1501) UNIT 1: Theory of Errors & Adjustment Computations-Errors. Kinematic and Differential GPS. Field compaction of soils. Standard and Modified Proctor test. Spatial Networks Publishers. Soil structure and Clay mineralogy.  Principle and Practices of Highway Engineering by L. Sub-grade Soil and Traffic. Effect of compaction on properties of soils. Friction circle method. resolution and multi-concept. GPS. & Ghosh.J. Computation of settlement. Wiley Students Edition. Time rate of consolidation. rotary intersection. Quick sand and Liquefaction phenomenon. PIEV theory. Land use and land cover classification system. Aerial Photographs. 4(L) 10 . 6(L) UNIT 4: Satellite Image Processing-Satellite Image.K. creation of integrated geographic database. R. Stopping Sight Distance (SSD). Data output. Shear strength and effective stress principle. Hyderabad. Napier's rules. Coefficient of permeability and its determination in laboratory and field. Raster and Vector data structures. Properties and Classification of soils-Soil mechanics and its importance. propagation of errors. Static.  Transportation Engineering by Animesh Das and P. Co. Seepage analysis. intersections: at grade and grade separated intersections. Permeability and seepage of soils.K.M.II): S. Institutions for Highway Development at National level. Climate. App lications of remote sensing. observation and condition equations. engineering surveys for highway planning. Bituminous Road and Cement Concrete Road [as per IRC and MORTH specifications]. S. Stability of infinite and finite slopes.. Soil Classification systems.Water Bound Macadam Road. Factors affecting the Design of Pavements: ESWL. Compaction control in fields. weighting of observations.K. Hyderabad. Highway Drainage [IRC Recommendations] 6(L) UNIT 6: Highway Failures and Maintenance-Types of defects in Flexible and Rigid pavements. Modified failure envelop. Seepage through earthen embankments. Evaluation of pavement Failure and strengthening -Overlay design by Benkelman Beam Method. capacity. New Delhi. Index properties. 7(L) UNIT 3: Remote Sensing-Physics of remote sensing. Methods of Highway Planning. Geometry of a truly vertical photograph. 6(L) UNIT 2: Astronomy & Photogrammetry-Definitions of terms used in field astronomy. Terzaghi’s theory of consolidation. topology. Photo scale. Chakravorhy. GIS and its components. signals. India. Bishop’s method. Duggal. 5(L) UNIT 4: Consolidation of Soils-Compressibility of soils.  Essentials of GPS by N. Pore pressure parameters. Design Practice for Flexible Pavements [CBR method. A.  Computer Processing of Remotely Sensed Images: Mather. 6(L) UNIT 6: Stability of Slopes-Types of slope failure. Stress path. Sensors and orbital characteristics. Determination of coefficient of consolidation. Speed study. Justo. relief displacements. Stability charts. Narosa Publications.Space segment. Pre-consolidation pressure and its determination. effective stress principle. Pavement Evaluation – Pavement Surface Conditions and Structural Evaluation. Swedish Circle method.E.  Surveying (Vol. Overtaking Sight Distance (OSD). Lal. Shear tests under different drainage conditions..Classification and cross section of urban and rural roads (IRC).Cross sectional elements. shoulder Factors affecting Sight Distances. 6(L) UNIT 2: Geometric Design of Highways. Sight Distance at Intersections and Intermediate Sight. Ltd. 7(L) UNIT 5: Shear Strength of Soils-Mechanism of shear resistance. Joints.R.Problems]. Spectral reflectance curves. Factors controlling highway alignment. T. Satellite navigation System. 7(L) UNIT 3: Distribution Networks-Storage and Distribution of water: Analysis of distribution network. Trusses. publication. Arora: Soil Mechanics and Foundation Engineering. Flexibility Method. storm relief works etc. 12(L) UNIT 5: Computer Oriented Direct Stiffness Method-Introduction. Increase in permissible load in helically reinforced columns. 7(L) UNIT 2: Water Quality and Conveyance-Water Quality Parameters and standards. Plumbing system- Layout. shear and bond. Design of RC section in bond and calculation of development length using Limit state methods. CBS publisher  K.: Environmental Enggineering (I&II). Concept of development length and anchorage. 8(L) UNIT 6: Plastic Analysis of Structures-Introduction. 6(L) UNIT 5: Design of Compression Members-Classification of Compression members. PHI  Reinforced Concrete Design. New Age International  B. Conveyance of Water. Laxmi publication. design of footing for a wall and a single column. variations in water demand. New Delhi.II (AM-1501) UNIT 1: Introduction-Introduction.  Peavy. Mc Garthy: Essentials of soil mechanics and foundation. Tata McgrawHill.Khanna publication. estimation of quantity of water. Stiffness Method. Wiley-India. types of pumps with fittings. catch pits. Pillai & Menon. Standard Publishers Distributors  Purushotama Raj: Geotechnical Engineering. publication. Design of strap footing. New Delhi.  Garg S. laying of sewers. Nem Chand  Reinforced Concrete Design. Appurtenances and valves. Sources of Water: determination of capacity of impounding reservoirs: Suitability of surface and subsurface sources.Application to Beams. transformed area.: Environmental Enggineering (I&II). Rowe and Techbanoglous: Environmental Engineering.Estimation of wastewater flows and storm run off to Indian catchments 7(L) UNIT 5: Flow in Sewers-Flow in Full and partially full sewers. Frames and Grid Structures (including plane and space structures. effluent discharge standards .. 6(L) UNIT 2: Limit State Design-Limit State Design Method. New Age International  Alam Singh: Modern Geotechnical Engineering. Trusses and plane frames. Trusses. Method of Consistent Deformation for beams and plane frames. quality examination of wastewater..S.R. Oxford IBH  Reinforced Concrete.  B. A K Jain. T and L sections for flexure . 8(L) UNIT 3: Behaviour of Section in Shear & bond-Behaviour of RC beam in shear. House drainage and Sanitary fixtures and fittings. combined rectangular and trapezoidal footings. Axially loaded short column’s design Limit State methods.  MetCalf & Eddy: Wastewater Engineering: Treatmment and Reuse. Assumptions. Analysis and Design of a rectangular singly and doubly reinforced section. 5(L) UNIT 2: Strain Energy Methods-Introduction. CL-Engineering. Effective length. Eccentrically loaded columns. Rao: Basic and Applied Soil Mechanics. Rain water harvesting intake structures. Application to Beams. plumbing equipments and operation.  Sawyer and McCarty: Chemistry for Environmental Engineering. Analysis of Plastic Structures. P Dayratnam. installation and maintenance 6(L) UNIT 4: Sewage System & Wastewater flows-Wastewater Collection Systems. 7(L) UNIT 4: Matrix Method of Analysis-Introduction. Development of bond stress in reinforcement. 7(L) Text/ Reference Books:  McGhee: Water supply and sewerage. TMH ENVIRONMENTAL ENGINEERING – I (CE-1505) UNIT 1: Water Demand and Sources-Introduction. Design of beam in shear using Limit state methodS. STRUCTURAL ANALYSIS. Tata McgrawHill. Distribution of Stresses on the cross section in bending. Analysis and Design of a rectangular singly and doubly reinforced section. 6(L) UNIT 6: Sewer Appurtenances-Sewer appurtenances: Manholes. Working Stress Design Method.  Gopal Ranjan and A. and design of staircase. T and L sections. Minimum and Maximum shear reinforcement. Das: Principles of Geotechnical Engineering. shear strength of beam with and without shear reinforcement. publication. 4(L) 11 .Text/ Reference Books:  Lambe & Whitman: Soil Mechanics. M L Gambhir. Slenderness ratio and slenderness limit. publication. 6(L) UNIT 4: Design of Slab & Staircase-Design of one-way and two-way solid slabs. 8(L) Text/ Reference Books:  Fundamentals of Reinforced Concrete Structures. Design of sewers and storm water drains. Assumption. 4(L) UNIT 3: Moment Distribution and Slope Deflection Methods-Introduction. M. New Age International Limited CONCRETE STRUCTURES – I (CE-1504) UNIT 1: Working Stress Design-Introduction to Reinforced Cement Concrete. Frames and Grid Structures. testing and ventilation of sewers. Punamia & Jain A. Frames and Trusses.C. 8(L) UNIT 6: Design of Footings-Structural behaviour of footings. Pu & Mu interaction diagrams Design of Columns using IS-456 Design Aids with Uniaxial and biaxial bending. Distribution of stresses on the cross section in bending. Minimum eccentricity. K. Nature of bond between steel and concrete. Tata McgrawHill. Method of Minimum Strain Energy for indeterminate beams. Moment distribution and Slope Deflection methods for continuous beams and plane frames.Application to Beams.F. population forecasting.  D. Force and Displacement Methods of Analysis of Indeterminate Structures.R. Tata McgrawHill. H. Tata Mcgraw Hill Publications. Experiment 3: Marshal Stability Test.  Structural Analysis. (e) Softening point Test. J. Utku. W. Aslam Kassimali. Experiment 4: Traffic studies: (a) Traffic Volume study. Weaver (Jr. K.  Intermediate Structural Analysis. C. (c) Shape Test. Experiment 2: Tests on Bituminous materials: (a) Penetration Test. (c) Ductility Test. (b) Viscosity Test.S.  Elementary Structural Analysis.  Matrix Analysis of Framed Structures.Text/ Reference Books:  Structural Analysis. (b) Traffic speed studies. M. Tata Mcgraw Hill Publications. Hibbeler. B. (f) Flash and Fire point Test. Tata Mcgraw Hill Publications. Wang. Elsevier Publications.) and J. C. (d) Stripping Value Test. Gere. Wilbur and S. Experiment 8: Permeability Test: Constant Head Experiment 9: Permeability Test: Variable Head Experiment 10: CBR Test Experiment 11: Consolidation test Experiment 12: Direct Shear Test Experiment 13: Unconfined Compression Test Experiment 14: Triaxial test STRUCTURAL ANALYSIS. Norris. Jangid.II (LAB) (AM-1551) Experiment 1: Analysis of Redundant Joint Experiment 2: Flexural Stiffness of Beam Experiment 3: Verification of Maxwell’s Reciprocal Theorem Experiment 4: Analysis of Curved Members Experiment 5: Verification of Carry Over Factor Experiment 6: Three Hinged Arch Experiment 7: Two Hinged Arch Experiment 8: Elastically Coupled Beam Experiment 9: Unsymmetrical Bending 12 . Cengage Learning Publications. (b) Abrasion Test. Alan Williams. L. S. Pearson Publications. GEOTECHNICAL ENGINEERING-I (LAB) (CE-1552) Experiment 1: Visual identification and specific gravity Experiment 2: Sieve Analysis Experiment 3: Hydrometer Analysis Experiment 4: Atterberg’s Limits Experiment 5: Relative Density Test Experiment 6: Proctor Compaction Test Experiment 7: In site Density-Core Cutter & Sand Replacement Method. Negi and R. CBS Publications.  Structural Analysis in Theory and Practice.  Structural Analysis. TRANSPORTATION ENGINEERING – I (LAB) (CE-1551) Experiment 1: Tests on Aggregate: (a) Impact Test.. sleeper density. Disinfection and Softening: Filtration: Theory and mechanisms.  IS 3370-1968 & IS 3370-2009: Code of practice for water retaining structures. and their usages.  SP-16: Design Aids of Reinforced Concrete to IS: 456-1978. Plate laying methods. Oxford University Press. 8(L) UNIT 6: Prestressed Concrete Design-Advantages of prestressing. Arora. methods of prestressing.Nem Chand & Bros. various forms of chlorine application and equipments. Ballast. dual and multi-media filters. Water Softening: Methods of water softening. Grade compensation on curves. Components and types of crossing. permissible speed on tracks. 7(L) UNIT 2: Coagulation and Flocculation-Coagulation. Roorkee. Pillai & Menon . . methods of disinfection. BOD kinetics. 8(L) UNIT 4: Points and Crossings & Signalling-Switches. Rails. Traction and Tractive Resistances. secondary and tertiary treatments. primary. Concept of equivalent shear and moments. Design of circular water tanks with fixed & flexible base situated on the ground/underground. design of overlay. Disinfection. Runway pavement design. Negative Super elevation.Jain A. corrections to runway length. Runway Design: runway orientation. Limit State Method . Removal efficiency of discrete and flocculent particles. Flocculation: Theory and mechanisms. 12(L) Text/ Reference Books:  Reinforced Concrete Design. ENVIRONMENTAL ENGINEERING – II (CE-1603) UNIT 1: Introduction to Water Treatment-Water Treatment units. Super elevation. NemChand  Reinforced Concrete Structures .S Jain. Arora and S.Theory and mechanisms. M L Gambhir . Design of primary and secondary settling tank. 8(L) UNIT 5: Stations and Yards-Classification of railway stations and yards. 3(L) UNIT 2: Components of Track and Track Alignment-Permanent way. TMH  Design of Reinforced Concrete Structures . design of oxidation ponds and oxidation ditches and rotating biological contactor. Dayaratnam . Circular slabs with various edge and loading conditions. N . interaction between shear and torsion and between moment and torsion. 7(L) UNIT 4: Introduction to Wastewater Treatment-Wastewater Treatment: Unit operations and unit processes. Widening of gauges on curves. systems for controlling train movements. optimum dose of coagulants. Airport Layout. 7(L) UNIT 5: Secondary Treatments. microbial growth kinetics and various relationships. Signalling systems. CBS  IS 456-2000: Code of practice for plain & reinforced concrete. Design of Activated sludge process. M. Airport Configuration: Runway configurations and operations. Oxford IBH  Prestressed Concrete . 8(L) UNIT 3: Geometric Design of Track-Gradients. stream sanitation. stability of retaining wall against over- turning sliding and pressure developed under the base.  A Text Book of Railway Engineering by S. 6(L) UNIT 2: Design of Circular Water Tanks-Water tanks: Design criteria. Design of coffer slab. Rail gauges. 4(L) UNIT 5: Design of Retaining Walls-Structural behaviour of retaining wall. PHI  Reinforced Concrete Design . Creep of rail. load balancing concept. design of rapid mixer. Alignment of Railway Lines.and modifications. C. Agarwal. 6(L) 13 . flow sheets. analysis of simple prestressed rectangular and T-section. Sleepers. . Saxena and S.G. Engineering Surveys. Cant deficiency and Cant excess. Rail Fastenings. hydraulics of filtration and back- washing. design of hydraulic and mechanical flocculator.. M. material specifications and Permissible stresses for water retaining structures. Mechanisms of coagulation. Desgin of turnouts. Losses in prestress. Runway lighting and Marking. Design of T-shaped retaining wall. 3(L) UNIT 6: Airport Engineering-Air Transport in India. Components of Air Transportation. Analysis and design of beam curved in plan. 12(L) Text/ Reference Books:  Railway Engineering by Satish Chandra and M.CONCRETE STRUCTURES – II (CE-1601) UNIT 1: Design of Flat & Circular Slabs-Design of flat slabs with and without drops. P. Sedimentation: . Classification of Railway Lines in India. Concept of counterfort retaining wall. sidings. Interlocking. Modes of Transportation. Curves. Shear & Bond-Failure of beam under torsion. Airport Planning. K Khanna. profile of cable. trickling filter-theory and design.its principle. Design of Slow sand filter. 7(L) UNIT 6: Anaerobic Treatment and Disposal of Effluent-Principles of Anaerobic Treatment. Signalling: Classification. 6(L) UNIT 3: Filtration. estimation of dose of chemicals. Disposal of wastewater on land and in water bodies. platforms.K. basic runway length. Extra clearance on curves. Introduction to sludge treatment.Aerobic-Secondary treatment: Biological treatment. Rapid sand filter.  Airport Planning and Design by S. P. Coning of wheels. Undertakings under Ministry of Railways. 6(L) UNIT 3: Design of Rectangular Water Tanks-Design of square /rectangular tanks situated on the ground/underground using approximate method and IS. Dhanpat Rai Publications. Intoduction to design of element. Design of Primary treatment units. Air craft characteristics affecting airport design. Taxiway configurations. Turnouts. Krishna Raju . 6(L) UNIT 4: Design of Beams for Flexure.code method. TRANSPORTATION ENGINEERING – II (CE-1602) UNIT 1: Introduction-Introduction to Indian Railways. design of anaerobic digester and septic tank. anaerobic digestion of sludge. processes. Analysis and design of Welded Joints such as Groove Welds. K. Working Load Design. Classification of Cross Sections.Design of Laterally Supported Unsupported Beams Rolled Beams. Teng : Foundation Design. Prentice-Hall. Settlement of foundation. Depth and bearing capacity of well foundation. Fillet Welds. Slip-Critical Connections. Narosa Publishing House. Bearing capacity based on tolerable settlement. Design Philosophies. 10(L) UNIT 2: Simple Connections-Riveted.  Structural Steel Design by Lambert Tall. Splices. Hohn Wiley & sons inc. Section Classification. 6(L) UNIT 5: Well Foundation-Types of wells. Built-Up Beams (Plated Beams). publication. Introduction to Limit State Steel Design.  B. Column Formula. Splices. Impact and Rotary type of machine foundation as per codal provisions. Net and effective Sectional Areas. Pile load tests. PHI Learning Private Limited. Specification for Bolted Joints. Probabilistic Basis for Design.  MetCalf & Eddy: Wastewater Engineering: Treatmment and Reuse. Design Principles.  Garg S. Stress-Strain Curve for Mild Steel. Geostatic stress. N.  McGhee: Water supply and sewerage. Load Transfer Mechanism.  P. Tata McgrawHill. Meyerhof’s method. Pile capacity by static and dynamic analysis. Terzaghi’s theory. Distortion of Welded Parts. Lateral Stability of Beams. Working Load Design. Settlement of pile groups. Types of Bolted Joints. Design Strength and design of Tension Member. of India. Component of wells. Working Load Design. Under reamed piles – analysis and design. Westergard’s equation. STEEL STRUCTURES – I (CE-1604) UNIT 1: General Considerations-Structural Steel. Lintels. 14 . Types of retaining walls. Design Criteria. 5(L) UNIT 5: Compression Members. S. Tata McgrawHill. M. Newmark’s influence chart. Govt. 7(L) UNIT 6: Machine Foundation-Types. Sheet pile walls. 6(L) UNIT 3: Bearing Capacity and Shallow Foundation-Methods of determining bearing capacity. Bearing-Type Connections. Behaviour of Beam in Flexure. Working Load Design. Rowe and Techbanoglous: Environmental Engineering. Tata McgrawHill. Duration of survey camp will be 2 weeks. GEOTECHNICAL ENGINEERING – II (CE-1605) UNIT 1: Stresses in Soils-Causes of stress in soil. Gusset Plate. CPHEEO. Oxford University Press  Steel Structures by Robert Englekirk. Field tests. CPHEEO. 6(L) Text/ Reference Books:  Design of Steel Structures by S. 10(L) UNIT 4: Pile Foundation-Type of pile foundation. Types of Failure. Rolled Steel Sections. Kurian: Design of Foundation Systems. Tata Mcgraw Hill. Das: Principles of Foundation Engineering. Local Buckling of Plate Elements. Vesic’s analysis. Settlement analysis . 6(L) UNIT 2: Earth Pressure and Retaining Walls-Types of lateral earth pressure.  Mannual on Water Supply and Treatment. 10(L) UNIT 6: Beams-Types of Sections. Bolted and Pinned Connections-Introduction to Riveted and Bolted Connections. Measures to prevent and rectify tilts and shifts. 5(L) Text/ Reference Books:  J. Negative skin friction. Introduction to Plastic Analysis and Design.: Environmental Enggineering (I&II). Design of Axially Loaded Compression Members.Effective Length.  V. Design criteria.  W. Rankine’s and Coulomb’s earth pressure theory. Duggal.  Peavy. Natural frequency. publication. Construction and sinking of well foundation. IS code method. Bowels: Foundation Analysis and Design. C. Stress distribution diagrams. CBS Publisher. of India. Forces acting on well foundation. Design of Column Bases and Caps. Failure of Bolted Joints. Govt. Brinch–Hansen’s method. Standard Publishers Distributors. Pile driving.R. K. Khanna publication. Analytical methods of determining bearing capacity – Rankine’s method.E. Equation of motion. Differential settlement. Vertical stress in soils under different types of loading. New Delhi. Skempton’s analysis. Subramanian. Design of Reciprocating. Graphical methods of determination of lateral earth pressures. Lateral- Torsional Buckling. Prying Action. McGraw-Hill.  Nainan P. Plug and Slot Welds. Encased Column. Working Load Design. Arora : Soil Mechanics and Foundation Engineering. Group action of piles. Purlins. Types. Intermittent Fillet Welds. Murthy: Advance Foundation Engineering. C. Slenderness Ratio (λ). Ronald Press Comp. Stability conditions.  K. Boussinesq’s equation. Prentice Hall Publication.  Design of Steel Structures by N. PWS Publishing. 6(L) UNIT 3: Simple Welded Connections-Types of welds. Lug Angles. New York.Text/ Reference Books:  Masters: Introduction to Environmental Engineering and Science. Bearing Plates. Pin Connections. 5(L) UNIT 4: Tension Members-Types of Tension Members. Built-Up Columns (Latticed Columns). publication. Types & design of shallow foundations. SURVEY CAMP (CE-1671) Survey camp will involve triangulation and plane table surveying to prepare a topographical map of an area.  Mannual on Sewerage and Sewage Disposal. Varghese: Foundation Engineering. Experiment 4: Determination of optimum coagulant dosage required for treating the given water sample.Three hour practical is for drawing work (Manual & computer Aided). shape Retaining wall Experiment 8: Details of Flat slab & Circular Slabs Experiment 9: Details of Stair Case Note . Experiment 7: Determination of amount of iron present in the given sample. Text/ Reference Books:  Standard Methods for the Examination of Water & Wastewater. U. APHA.S. electrical conductivity & turbidity of the given water sample. Experiment 8: Laboratory vane shear test Experiment 9: Field vane shear test Experiment 10: Pile load test Experiment 11: Geophysical methods Experiment 12: Planning of site investigations for a real life problem. AWWA. Experiment 2: Determination of acidity & alkalinity of given sample. Experiment 8: Determination of amount of dissolved oxygen (DO) present in the sample. TDS. Experiment 9: Determination of amount of nitrate in the given water sample using PDA method. ENVIRONMENTAL ENGINEERING – II (LAB) (CE-1652) Experiment 1: Determination of pH. Charotar Publishing House. Experiment 6: Determination of residual chlorine in the given water sample & the chlorine demand. TSS. Experiment 11: Determination of chemical oxygen demand (COD) of given sample. Experiment 3: Determination of solids (TS.A. GEOTECHNICAL ENGINEERING – II (LAB) (CE-1653) Experiment 1: Methods of Soil Exploration Experiment 2: Free swell Index & Differential free swell Index Experiment 3: Swelling pressure test Experiment 4: Static cone penetration test Experiment 5: Dynamic cone penetration test Experiment 6: Standard penetration test Experiment 7: Plate load test. 15 .  Sawyer and McCarty: Chemistry for Environmental Engineering  Kotaiah: Environmental Engineering Laboratory Mannual.CONCRETE STRUCTURES – II (LAB) (CE-1651) Experiment 1: Simple Beam/Lintel Experiment 2: T-Beam floor Experiment 3: Rectangular Slabs Experiment 4: Brick wall and Isolated footing Experiment 5: Combined Rectangular and Trapezoidal Footing Experiment 6: Water tank Experiment 7: T. Experiment 10: Determination of amount of fluoride present in the given water sample. Experiment 12: Determination of biochemical oxygen demand (BOD) of given sample. VSS and Inorganic solids) in a given wastewater sample. Experiment 5: Determination of chloride content & hardness in given water sample. Parts of a canal system. process of tendering. 6(L) UNIT 3: Water-Logging-Definition. Effect. “Construction Project Planning and Scheduling”. Nem Chand and Bros.Fundamentals of Irrigation Engineering. Rimpull. Umesh Publications New Delhi. New Age International. and Skogerboe. CPM.H. Clifford J.B. factors influencing performance of equipment. Rolling resistance. Resource quantification. Bharat . PERT. Jerome D. Classification of projects. Resources involved in construction projects.Engineering Hydrology.Application of Linear Programming Techniques to construction project management. R. economic comparison. Inc. S. T. Operations Research – An Introduction . Open Drains..Hall of India Private Limited New Delhi. Unit Hydrograph and its determination. Types of Drains. Modeling of construction projects for managerial controls using bar charts. Development of irrigation in India. Rigid module.C. Detailed survey. land acquisition. 4(L) Text/ Reference Books:  Singh. Causes and Anti-water logging measure... Selection of outlet. Deep and shallow wells. Semi- module. 5(L) UNIT 5 : Construction Equipment Management-Different types of construction equipments viz. Brick tile lining of earth material. Depreciation and break even cost analysis.N. 7(L) UNIT 4 : Construction Procedures-Tenders and tender preparation. R. cost planning and resource allocation through network techniques.  Seetharaman. Laxmi Publications(Pvt)Ltd. International Book Company.. Non-modular outlet. Advantage. 5(L) UNIT 5: Hydrology.Theory and Design of Irrigation Structures Vol. Assessment of canal Revenue. Weather in relation to crops. Scope of subject. Commanded areas. Curves.  Taha.S. Engineering Economics. Regulation. Irrigation and Water Power Engineering. Hauling.  Bedient and Huber. Closed Drains. 12(L) UNIT 6: Water Resources Development-Planning. Drainage of Water logged land. drawbar pull. and Schexnayder. pre-qualification of contracts. Managing contracts and disputes.  Punamia. Functions of water in plant growth. Schedule of area statistics and channel dimension cross -section of irrigation channel. Soil moisture. Determination of discharges through confined & unconfined aquifer..WATER RESOURSES ENGINEERING-I (CE-1701) UNIT 1: General Considerations and Water Requirement of Crops-Definition.C. Tata McGraw Hill Education Pvt. Subramanya . W. shotcreate lining. Measurement of discharge. 1986. Prentice.  Ojha. 16 . arbitration and commissioning of project. Channel losses. Dr. – Irrigation Water Resources and Water Power Engineering. Construction Engineering and Management. Lal. B. Oxford University Press Canada. requirement and classes of outlets. 8(L) UNIT 2: Network Techniques and LOB. . Scrapers. A management Guide to PERT/ CPM: with GERT/PDM/DCPM and other Networks. Decision making under risk – Decision tree concept. catchment area formulae. Excavating.Deterministic and probabilistic networks. Run off. Kennedy’s Theory. MS Project and Primevera Project Planner.. Nem Chand and Bros. Safety during mechanized construction. Principles and process of management.. laws related to contracts. – Irrigation and Water Resources Engineering.Ltd. Dr. Rainfall analysis. and network diagrams. irrigation methods. Measurement of rainfall. Peak flow.  Todd and Mays. Different types of contracts. Asphaltic lining. Construction Planning”. design and economics of water resources development.. and Levy Ferdinanad K.. Present economy studies. G.Hydrology and Flodplain Analysis. financing of projects including PPP.  Peurifoy R. economic life of equipment. Time motion studies. Managerial role of engineers. Preliminary survey. R. Surface irrigation theory and practice..L. Comparative advantage of well and canal irrigation. 7(L) UNIT 3: Engineering Economics & Construction Contracts and Delivery Methods-Time value of money.R. G. Prentice Hall.Hall of India Private Limited New Delhi ( 2006). extra items. Evaluation of tenders. Hydrologic Routing. Equipment and Methods. concrete lining. Equivalence concept. Contract management legal aspects of contracts. P. 10(L) UNIT 2: Canal Irrigation-Classes of irrigation canal. Transportation and Assignment Models in construction management. Efficient Management of irrigation water. Line of balance technique. Inc.Engineering Hydrology.P. Channel alignment. 5(L) UNIT 4: Regulation and Control of Canal System-Definition. Infiltration. labour safety and welfare. Spacing of closed Drains.S. Critical path evaluation. Pearson Education.L. monitoring of contract. consumptive use of water.V.M.Definition. Duty of well water.  Panneerselvam.  Walker. Gupta & Gupta . PDM and GERT. Project monitoring and controls.  Varshney.  Wiest. Lift and flow irrigation. Irrigation frequency. crops season. P. Hydrologic cycle. Bhunya. Types of Tube wells. and Pandey B. CONSTRUCTION PLANNING & MANAGEMENT (CE-1702) UNIT 1: Construction Engineering Systems: An Over View-Brief introduction to construction projects . Coefficient of traction. I & II. Sections of lined channel.  Modi. Lacey’s Theory. Patrick. Lifting and Concreting equipments. Specific yield.magnitude and critical considerations.Hall of India Private Limited New Delhi. settlements of disputes. Hamdy A. milestone charts. . Project cycle.  K. 8(L) Text/ Reference Books:  Charles. rain gauge. Standard Book House  Asawa. 6(L) UNIT 6 : Application of Optimization Techniques in Construction Planning & Management and Software Applications. Dr. Flood frequency method. Longitudinal section. Introduction to wells and tube wells. contract negotiation and award of work. Important crops. Cost of owning and operating. Assessment of water requirement. Prentice. Prentice‐Hall.. John Wiley and Sons. and Berndtsson.Groundwater Hydrology. 6(L) Text/ Reference Books:  Design of steel structures. Design methods. by S. Framed Connections. 8(L) UNIT 2: Gantry Girders-Introduction. Roof and Side Coverings.S. General considerations. Channel sections and I-sections b) Using tubular sections Experiment 7: Detailing of purlins Experiment 8: Over head tank detailing 17 .Duggal.K. Tata McGraw Hill  Limit State Design of steel structures. 4(L) UNIT 3: Members Under Combined Axial Load and Moment-Columns in Frame Structures. Loads on the Roof Truss. Types. Tee sections. Elements of an Industrial Building. Moment Resistant Connections. Fatigue Effects. 10(L) UNIT 5: Roof Truss-Introduction.A.Duggal. Check for local and Overall buckling .Beams-Column Connections. Analysis of Roof Truss. Behaviour and strength of Beam-Columns. Bracket Connections. 6(L) UNIT 4: Eccentric Connections. End panel design. Specifications.STEEL STRUCTURES-II (CE-1703) UNIT 1: Plate Girders-Elements of Plate Girder. Design of Stiffeners. Selection of the Type of Truss. Design of gantry Girders. Trahair & M. Proportioning of flanges. End Bearings. Tata McGraw Hill  The Behaviour & Design of Steel Structure by M.Introduction. Bradford  Cold Formed Steel Structures by Wei-Wen Yu. Design Steps of Industrial Building. Crane Columns in Industrial Buildings. Design Procedure.K. McGraw Hill PROJECT (CE-1791) STEEL STRUCTURES – II (LAB) (CE-1751) Experiment 1: Detailing of column and footing connection Experiment 2: Detailing of beam and column connection Experiment 3: Grillage foundation detailing Experiment 4: Plate girder detailing Experiment 5: Gantry girder detailing Experiment 6: Detailing of trusses a) Using Angle sections. Curtailment of Flanges. Member Strength. Seat Connections. Structural Framing. by S. Loads. Planning. Proportioning of web. 4(L) UNIT 6: Introduction to Industrial Building. Khosla’s theory for determination of pressure and exit gradient.H. Prentice Hall. Weir. 1997. Prentice‐Hall. Material Properties. 1971  Engineering Vibrations . typical sections. Classification of falls.L. 5(L) UNIT 6: Design of Non-Structural Element and Structural Control-Design of non structural element. Krishnamoorthy.. Estimation of storage capacity.Introduction to Seismology. Irrigation and Water Power Engineering.V.  Earthquake Resistant of Design of structures.  Asawa. 7(L) UNIT 5: Types of Dams and Their Characteristics. Canal head regulator. 7(L) UNIT 2: Response of Multi-Degree-Freedom Systems-Dynamics of multi degree of freedom system.H. Syphon Aquaduct. Bharat . Principles of software design. Response spectra method. Standard Book House  Bedient and Huber. 4(L) Text/ Reference Books:  Singh.K. Sarita Prakashan.V. Dr. Jacobsen & R. Dynamics of soils and seismic response. Principle of design. McGrawHill Book Co.  Elements of Earthquake Engineering . Stability analysis. Reservior loss. B. Forces acting. Design of cross drainage work. 6(L) Text/ Reference Books:  Introduction to Structural Dynamics .S..1996. Investigation.R. Power house.McGraw-Hil. L. Englewood Cliffs. Ayre. Inc. stages. Types of spilway. S. Response of Structure to Earthquake motion. compaction of Rock fill dam. Principle of Reservoir planning. – Irrigation and Water Resources Engineering.Jai Krishna an A. Dr. Pearson/Prentice Hall.  Developments in computer aided design and modelling for civil engineering by B. Energy dissipation below spillway. 8(L) UNIT 3: Concept of Structural Design-Conceptual design. 7(L) UNIT 5: Design of Masonry and Steel Buildings-Design of Masonry buildings.Theory & computation . Narosa Publication. McGraw-Hill Companies. Inc. W.C.R.  Walker. First Edition. Distributory head regulator and cross-regulator. WATER RESOURCES ENGINEERING – II (CE-1802) UNIT 1: Principles of Design of Canal Masonary Works -Types of Masonry work. Topping. R. 7(L) UNIT 2: Canal Regulation Works and Cross Drainage Works-Falls. Analysis of single and multi storey frame. Rajeev and Arunachalam Rajaraman. 7(L) UNIT 3: Canal Head Works-Canal Head Works-Functions. Oxford University Press. EARTHQUAKE RESISTANCE DESIGN (CE-1803) UNIT 1: Response of Single-Degree-Freedom Systems. 1(L) UNIT3: Programming Concepts: Concept of modular programming.B.N. Rosenblueth. bank protection. Canal syphon. Prentice Hall.S.Hydrlogy and Flodplain Analysis. Nem Chand and Bros.  Modi.  IS: 1893 – 2002. First Edition. debugging and testing and applications in MATLAB. N. Code provisions. Elementary Profile of a gravity dam. scope & classification of river & river training. Bed bars.  Dynamics of structures . Hydraulic jump. Chandrasekaran. Lal. Escape. Level crossing. Time history method . Criterion for Earthquake Resistant Design.  Structural dynamics . New Age International. Rajeev. Structures Publishers. Earth dam. 1998. Layout of Head work. Types of turbine.  Chopra. 7(L) UNIT 4: River Training Planning of Dams & Reservoirs. Surface irrigation theory and practice.Objective.Duggal. 1986.COMPUTER AIDED DESIGN (CIVIL) (CE-1801) UNIT 1: Introduction-Elements of Computer Aided Design and its advantages over conventional design. Civil-Comp Press. 10(L) UNIT 6: Water Power-Hydro-Electric Power: Assessment of potential. Second Edition. and Pandey B.1995. S. Nem Chand and Bros.  Developments in computer aided design and modelling for structural engineering by B.  Computer aided design in reinforced concrete by V. C riteria for safe design. 1981. I & II. Foundation. 5(L) UNIT 5: Application using Software Packages-Use of software packages in the sub-areas of Civil Engineering 4(L) UNIT 6: Introduction to Expert system and Soft computing-Introduction to Expert system and Soft computing 4(L) Text/ Reference Books:  Computer aided design: software and analytical tools by C. Civil-Comp Press. BLIGH’S Theory. G.R. Concept of base isolation and structural control. Steel Buildings and non structural element. Super passage. Dynamics of single degree of freedom system. Clough and J Penjien. and Skogerboe. 1(L) UNIT 2: Design principles-Type of Hardware required for CAD works. Classification of power plants. Neumarks and E.L. Design of Weirs on permeable foundation. Idealization of structures. P. Wiley. Third Edition. Laxmi Publications(Pvt)Ltd.Anil K.Y. CRC Press.  Fundamental of Earthquake Engineering -N. S. Selection of Dam sites. method of analysis. W.Mario Paz. – Irrigation Water Resources and Water Power Engineering.V.Gravity Dams. Necessity and types. Spilway capacity. Dr. Modeling of structures. S. Krishnamoorthy and S. Materials. Location. Aquaduct. 2009. Equivalent lateral force method. Flood Routing.Fundamentals of Irrigation Engineering.Theory and Design of Irrigation Structures Vol. Topping. Biggs. galleries. Springer. 7(L) UNIT 4: Design of Reinforced Concrete Buildings-Design of Reinforced Concrete buildings.M. Shah. Inc.J.M.  Dynamics of Structures Theory and Applicaions to Earthquake Engineering . Reservoir sedimentation. 18 .S. Spilways. Design of falls. silt control at head work. Roy Craig Jr. Gupta & Gupta .R.. 1995. Methods of River Training.  Punamia. Modes of failure and factors of safety. Gates. First Edition.  Artificial intelligence and expert systems for engineers by C. G.  Varshney. New York  Structural Dynamics .. 1(L) UNIT 4: Computer Applications-Computer applications in analysis and design of Civil Engineering systems. unknown joint reactions and member end forces. Experiment 2: Develop the algorithms and computer programmes to develop SFD and BMD of the following structures subjected to different kind of loading conditions: a) Cantilever Beam b) Simply Supported Beam c) Fixed Ended Beam d) Propped Cantilever Beam Experiment 3: Write computer programmes to generate the element stiffness matrix and global stiffness matrix for the following structures: a) Continuous beam b) Plane Truss c) Plane Frame Experiment 4: Write computer programmes to generate the global load vectors for the above structures and determine the unknown joint displacements. Experiment 6: Applications of software packages to solve the problems related to analysis and design of Civil Engineering structures. Agarwal and Srikhande. 19 . PROJECT (CE-1891) COMPUTER AIDED DESIGN (CIVIL) (LAB) (CE-1851) Experiment 1: Introduction to MATLAB to solve the problems related to analysis of Civil Engineering structures. Experiment 5: Write computer programmes to design the different elements of the building structure using Limit State Method. Earthquake Resistant of Design of structures. PHI Learning Private Limited. 6(L) UNIT 2: Analysis of Grids. Structural Dynamics 19. Rotation matrix.Publishing Company Limited New Delhi. PROFESSIONAL ELECTIVES PRESTRESSED CONCRETE (CE-1731/CE-1841) UNIT 1 : Over-View-Over-view of basic concept of prestressing. Narosa Publishing House.Stiffness method as a variational approach. post-tensioned and partially prestressed members. 8(L) UNIT 6: Nonlinear Analysis of Truss -Error vector . losses of prestress. London. loaded members. 7(L) 20 . Water Resources Systems Management 14. incremental load method. Rock Engineering 28. modified Newton –Raphson method. shear & torsion. illustrative example. Types of flexural failure. Krishna Raju. Biberstein. Geotechnical Processes 24. axial force in a member. Design of pretensioned. Matrix Analysis of Structures 18. total potential energy. exercises. equilibrium equations and energy minimization conditions. Prentic Hall International.Tata McGraw Hill. Investigations on Anchorage zone stresses and anchorage zone reinforcement. examples. Precast and Modular Construction Practices 10. Nonlinear behaviour of a truss . Newton –Raphson method.II LIST OF PROFESSIONAL ELECTIVES PROFESSIONAL ELECTIVES (IN VII/VIII SEMESTERS) 1. Short term deflections of uncracked members. Construction Equipment and Techniques 9. Non linear analysis. Stability of Structures 5. Limit state design criteria for prestressed concrete members. interpolation and shape functions. member forces. introduction to finite element method. 10(L) UNIT 3 : Anchorage Zone Stresses and Limit State Design Criterion-Stress distribution in end block of post-tensioned members. Prestressed Concrete 17. prestressing systems. Rural Water Supply and Sanitation Courses offered by Applied Mechanics Department 1.H. Air Pollution & Control 2. nonlinear analysis of a truss. secant and tangent stiffness matrices . Computational Fluid Dynamics. Advanced Concrete Technology 23. London  Prestressed Concrete Theory and Practice.Grid. New Delhi. N. Soil Dynamics 27. Advanced Wastewater Treatment 16. axial tension. general. Advanced Concrete Design 20. Michael Chi & frank A. Plastic Design of Steel Structures 22. N. Prediction of long time deflections.B. Stiffness matrix of a member. Rural Roads 6. Libby. Theory of Plates and Shells 2. MATRIX ANALYSIS OF STRUCTURES (CE-1732/CE-1842) UNIT 1: Analysis of Space Truss-Space Truss. Pressure line or Thrust line.James R. Different methods of estimating flexural strength. and examples. Shear resistance of Prestressed concrete members. 6(L) UNIT 2 : Deflection and Flexure-Importance of control deflection.  Prestressed Concrete. triangular element for plane stress. deflections of cracked members. direct iteration method. Cra cking moment. 5(L) UNIT 3: Analysis of Space Frames-Space Frame. General. Traffic Engineering 5. Finite Element and Finite Difference Methods 8. Concept of load balancing. joint equilibrium conditions. compression & bending. torsion constant. minimum potential energy theorem. Application of Prestressed Concrete in Bridges. Equilibrium of a joint. Advanced Foundation Design 25. stiffness matrix of a member. Analysis of Prestress.Design of Pole and sleeper 4(L) Text/ Reference Books:  Theory of Prestressed Concrete. fixed end reactions. Engineering Hydrology 12. member forces. Transportation System and Planning 4. member stiffness matrix using displacements. Ltd. Design of Water Supply and Treatment Systems 15. 6(L) UNIT 4: Additional Topics.Rajgopalan. Design of Waste Water System 29. Sir Isaac Pitman &Sons. strain energy. principles of dimensioning prestressed concrete members.  Modern Prestressed Concrete. Open Channel Hydraulics 13. stiffness matrix of a member. Theory of Elasticity and Plasticity 4. Composite Materials 3. bond and bearing. error in equilibrium . Remote Sensing in Civil Engineering 11. materials for prestressed concrete. Transport Asset Management 7. equivalent joint loads using shape functions. 8(L) UNIT 5 : Continuous Prestressed Concrete Beams-Analysis and Design of Continuous Prestressed Concrete Beams . joint equilibrium conditions. potential of loads. Van Nostrand Reinhold Company New York. 6(L) UNIT 6 : Pole and Sleeper. general. Solid Waste Management 3. Bridge Engineering 21.Morice& E. Earth and Earth Retaining Structures 26. PROFESSIONAL ELECTIVE.P. 6(L) UNIT 4 : Design of Prestressed Concrete Sections-Design of prestressed concrete sections for flexure. 8(L) UNIT 5: Nonlinear Analysis-Linear and non linear response .  Prestressed Concrete.Cooley. stresses in tendons. code method.PHI Learnig Private Limited New Delhi. Clough and J Penjien.Introduction to design of box culvert.  Concrete Bridge Practice. 5(L) UNIT 4: Plastic moment distribution for multi-storey and multi-bay frames. Analysis and Design of beams and frames. 7(L) UNIT 2: Response of Multi Degree Freedom Systems-Two degree and multi-degree-freedom systems. Victor . Oxford & IBH Publication Co. 8(L) UNIT 2: Grid Floors-Analysis and design of grid floors. McGraw-Hill. 6(L) UNIT 5: Folded Plates and Shells-Analysis and design of folded plates. Design of RC & PC culverts. Kassimali. Detailed design of RC/PC T-beam bridge.R. W. Springer.L. Dayaratnam:Design of Reinforced Concrete Structures. A. Design of bunker and Silo. Krishna Raju . 1981.S.  Matrix Methods of Structural Analysis. New Delhi  S. BRIDGE ENGINEERING (CE-1735/CE-1845) UNIT 1: General Introduction-Site selection. 9(L) UNIT 3: Vibration of Distributed Systems-Vibration of continuous Beams. STRUCTURAL DYNAMICS (CE-1733/CE-1843) UNIT 1: Response of Single Degree Freedom Systems-Free and Forced vibrations of single degree freedom system.S.C. C. Cantilever method. Lagrange’s equation and its application. New Delhi  P. .Bhavikatti.C.  Matrix Methods of Structural Analysis. capacity of a cross- section. 7(L) Text/ Reference Books:  Introduction to Structural Dynamics . K. 1997. 6(L) UNIT 6: Minimum Weight Design. Oxford & IBH publication Co. PLASTIC DESIGN OF STEEL STRUCTURES (CE-1736/CE-1846) UNIT 1: Introduction. Dynamics of soil structure interaction. 5(L) UNIT 6: Soil Structure Interaction and Code Provision-Use of IS-1893 in Earthquake Resistant Design.Mario Paz. plastic moment. A S Meghre . Przemieniecki . plastic failure.Krishna Raju :Advanced Reinforced Concrete Design. 8(L) Text/ Reference Books:  N. Substructures and Foundations-Introduction to design of bearing. Wiley. box girder and other RC/PC bridges types. Response to harmonic. New Delhi  M. factors affecting Plastic Collapse. CBS Publishers. Chopra.New Age International Publishers. ADVANCED CONCRETE DESIGN (CE-1734/ CE-1844) UNIT 1: Building Frames-Introduction to building frames. 5(L) 21 .S. 6(L) UNIT 4: Structural Control -Base Isolation.Anil K. Roorkee. shape factor.  Structural dynamics . Ltd. 7(L) UNIT 2: Culvert Design-Theory of force calculation in bridge slabs. . Effect of axial force and shear. Free vibration of lumped multi degree of freedom system. impulsive and general dynamic loading. Pvt. Intz Tank (Membrane Analysis). S. Damper and Concept of structural control 6(L) UNIT 5: Random vibrations-Random vibrations response. Difference between Bunker and Silo. various types of bridges and their suitability. concept of load factor. Nemchand. Charotar Publishing.R.  Matrix Methods of Structural Analysis. Standard Publishers Distributers. 4(L) UNIT 3:Bunker and Silo-Introduction. periodic.C.Punmia: Reinforced Concrete Design.  Plain & Reinforced Concrete – O. Historical review. Jain . forces.Gambheer: Design of Reinforced Concrete Structures. Second order effects. IRC bridge loading and permissible stresses. 5(L) UNIT 2: Plastic Hinge. 6(L) UNIT 3: Semi Graphical method and Mechanism method. 5(L) Text/ Reference Books:  Design of bridges. Biggs.Advance R. Pearson/Prentice Hall. Substitute method of frame analysis. Cengage Learning. J.Theory & computation .P. 6(L) UNIT 6: Overhead Tanks-Circular overhead tank. Portal frame method.M.J. Collapse Mechanisms.  B. 4(L) UNIT 4: T-beam Bridges Design-Theory of load distribution in girders. Analysis. 4(L) UNIT 6: Bearing. Wang . Design. Gable frames. New York  Structural Dynamics . Behaviour of cross section. 5(L) UNIT 5: Analysis for deflections at collapse. abutments.  Dynamics of Structures Theory and Applicaions to Earthquake Engineering . loads. McGrawHill Book Co. 7(L) UNIT 3: RC/PC Bridges Types.L. Inc. Roy Craig Jr. 8(L) UNIT 4: Chimney-Analysis and design of chimneys. McGraw-Hill Companies  Engineering Vibrations .S.N.J.  Dynamics of structures . Jacobsen & R. International Text Book Company. pier and pier cap and foundation. Ayre.Courier Dover Publication. Design & Economics – Tata Mcgraw hill  Essential of Bridge Engineering – D.. I.Text/ Reference Books:  Matrix Methods of Structural Analysis.11(L) UNIT 5: Cable Stayed Bridges-Introduction to cable stayed bridges and its analysis. Fracture process zone. corrosion of embedded reinforcement in concrete. Chemical. “Concrete Technology” .M. ACI definitions. ADVANCED FOUNDATION DESIGN (CE-1739/CE-1849) UNIT 1: Foundation Components-Components of foundation. Measures for Rectification of Tilts and Shift.  Kaniraj: Design Aid in Soil Mechanics and Foundation Engineering. 7(L) UNIT 3: Shallow Foundation in Sand. Ultrasonic pulse velocity method. 5(L) Text/ Reference Books:  Haussman: Engineering Principles of Ground Modification. McGraw-Hill. Accoustic emission. Test load on Piles. Compaction control. E. McGraw Hill  Plastic Analysis and Design of steel structures by M Bill Wong  Limit State Design of Steel Structures by S. Design of Foundations in Expansive soils.Text/ Reference Books:  Plastic Analysis of Structures by P G Hodge.Geotechnical Design of Isolated. 8(L) UNIT 6: Fracture Mechanics and its Application in Concrete-Linear elastic fracture mechanics. Bell: Foundation on Difficult Ground.Footings in Clay. “Concrete Technology. Classification of foundation. Solutions and Resins. Soil reinforcement. Properties of Concrete.Brief history. Pullout test. 7(L) Text/ Reference Books:  Tomilson: Foundation Design and Construction. and Electromagnetic methods. Properties of soil on wet and dry of OMC. Impact method.S. Theory and Practices. Grip length. High performance High volume fly ash concrete. Surface wear. 7(L) UNIT 6: Foundations on Expansive Soils-Identification of Expansive Soils. Well sinking. oxford and IBH publishing company pvt.. Alkali aggregate reaction. Interfacial transition zone in concrete. 7(L) UNIT 6: Reinforced Earth. McGraw-Hill  Leonards: Foundation Engineering. Application of Geosynthetic material. Compaction piles. Microstructure of the hydrated cement paste. 7(L) UNIT 2: Compaction-Field and Laboratory compaction. Vacuum Well points. Electrical. Applications. Chand & Company Ltd. Electrical stabilization. attack. Geotechnical Design Parameters. Sulphate.Duggal. New Delhi. Electro-chemical. Raft and Combined footing in Sand. Properties and Materials”. Springer  F. Concrete in marine environment. Thermal.M. 6(L) UNIT 4: Durability of Concrete-Permeability. Cement. Mechanical. Bowles: Foundation Analysis and Design. Roller compacted concrete. 8(L) UNIT 4: Pile Foundations.. Chloride attack. Bituminous. Bearing Capacity and Settlement. McGraw-Hill  Witerkorn & Fang: Foundation Engineering. Newnes-Butterworth  Shroff: Grouting Technology in Tunnelling and Dam Construction. 8(L) UNIT 5: Well Foundation-Types of well foundation. 6(L) UNIT 3: Dewatering-Dewatering Methods. Geotextile testing. Design of reinforced earth wall. Pitman.Tata McGraw Hill Publishing Company Ltd. Bearing Capacity improvement. P. Crystallization of salts in pores. Development of Holistic model of concrete deterioration . Analysis for well. 9(L) UNIT 4: Grouting-Grouting materials.Mechanism of reinforced earth. F. ltd. Floating raft-Design. Light weight concrete. Pitman Publishing Company. Intercepter Ditches. Consequences of Swelling.  Gambhir M. 6(L) UNIT 5: Geosynthetics-Types of Geosynthetics. Precompaction. Suspension.  J.G. Polymer concrete.L. Analysis of pile groups in sand & clay.  Swami Saran: Analysis and Design of Sub structure. Frost action. Grouting technology. Concrete fracture mechanics.Tata McGraw hill ADVANCED CONCRETE TECHNOLOGY (CE-1737/CE-1847) UNIT 1: Microstructure of Concrete -Microstructure of the aggregate phase.  Shetty M. Field experiences. Pile Driving Formulae.K. “ Concrete Microstructure . New Delhi. Lime. Arnold London  Neville A. TMH New Delhi  Lea.. Tata McGraw-Hill  Kurian: Design of Foundation System.. “The Chemistry of Cement and Concrete”.Load transfer through Piles. GEOTECHNICAL PROCESSES (CE-1738/ CE-1848) UNIT 1: Soil Stabilization-Soil Stabilization Techniques. 6(L) UNIT 2: High Performance Concrete . Tomography. 5(L) UNIT 2: Shallow Foundation in Clay. Wiley. Self compacting concrete. Piles in Clay and Sand. Modification of Expansive Soils. 6(L) UNIT 3: Special Concrete-High strength concrete. Electro-osmosis.J.” S. Design of Rafts in Clay. & Monterio P. Single and multi-stage well points. 6(L) Text/ Reference Books:  Mehta. Effect of Fire. A A Balkema Publishers  Ingles and Metcallf: Soil Stabilization. Laterally loaded and Battered pile. 8(L) UNIT 5: Damage Assessment in Concrete-Non destructive test: Rebound hammer test. Narosa Publishing House 22 . Vertical drains. Mass concrete.K. Ramamurthy: Engineering in Rocks. 7(L) UNIT 5: Braced Cuts and Coffer Dams-Sheeting and Bracing System. Blast Design. Settlement. initial stresses in rock and their measurements. CBS Publishers & Distributors Pvt Ltd. 9(L) UNIT 4: Liquefaction-Mechanism of Liquefaction. J. Kramer: Geotechnical Earthquake Engineering. Methods. Continuity Equation. 8(L) UNIT 6: Shotcreting. Behavior of Soil Properties due to Dynamic loads. Brown: Rock Mechanics for Underground Mining.EARTH AND EARTH RETAINING STRUCTURES (CE-1731to CE-1740 & CE-1841to CE-1850) UNIT 1: Earth and Rock Fill Dams-Types of Dams. Seepage through Earth dam with Different Sloping face. McGraw-Hill  S. Taylor and Francis  T. 8(L) 1. Mix Design and Testing. Explosive Materials. Stability of Slopes under Different Conditions. 6(L) UNIT 3: Rock Strength and Deformability-Rock strength and failure criteria. 7(L) UNIT 4: Sheet Piles-Types of Sheet Piles. Stress-Strain models. 6(L) UNIT 6: Dynamic Bearing Capacity-Bearing capacity. Design of Bracing. Murthy: Soil Mechanics and Foundation Engineering. 5(L) UNIT 2: Stability Analysis-Slope-Stability Analysis. Cantilever and Anchored Sheet Piles. Design of Free Cantilever. Free & Forced vibration with and without damping of single degree freedom system. Different types of Rocks. 4(L) UNIT 2: Classification of Rock and Rock Masses-Engineering classification of rocks and rock masses. Tilt and horizontal displacement of shallow foundations under dynamic load. Strength and Modulus from Classifications. Foundation. 7(L) UNIT 5: Dynamic Earth Pressure-Nature and Magnitude of Earth Pressure. Anti-liquefaction measures. Tunnels and Underground Conduits-Stresses in Soil around Shaft and Tunnels. Sarita Prakashan.N. Positive Projected. Design of Gravity. Imperfect and Tunneled Conduits. Wiley and Sons  Bharat Singh and Sharma: Earth and Rockfill Dams. J. George Allen & Unwin (Publishers) Limited.  Christian Kutzner: Earth and Rockfill Dams. Design of Underground Conduits. Moore: Analysis and Design of Foundation for Vibration: Taylor & Francis  Das & Ramana: Principles of Soil Dynamics. 7(L) UNIT 6: Shaft. PHI Learning Private Limited  Rock Slope Engineering: E. Two degree freedom system. 7(L) Text/ Reference Books:  Sherard: Earth and Rockfill Dams. Site seismicity.T. S. and rehabilitation. Purpose.  Brady and E. Seismic soil response. Taylor & Francis  Robert B. Goel: Rock Mass Classification.K. Jansen: Advanced dam engineering for design. Types of Coffer Dams. 5(L) UNIT 2: Unit Operations-Unit operations and processes.Shortcrete. 5(L) UNIT 3: Dynamic Soil Properties-Properties of Soil and its Evaluation. construction. McGraw-Hill  Barkan: Soil Dynamics. Ditch. Springer SOIL DYNAMICS (CE-1731to CE-1740 & CE-1841to CE-1850) UNIT 1: Earthquake and its Effect-Introduction. Negative Projected. Bray DESIGN OF WASTE WATER SYSTEM (CE-1731to CE-1740 & CE-1841to CE-1850) UNIT 1: Wastewater Characteristics -Wastewater characteristics. Bray: Rock Slope Engineering. 9(L) UNIT 5: Drilling and Blasting For Underground and Open Excavations-Operational Planning. Requirement and Safety of Earth dams. Intact rock and rock masses properties.  E.L. Materials. Theory and Design of biological treatment processes like activated sludge process and its modifications 6(L) UNIT 4: Biological Treatment Processes-II Trickling filter. Lama and Saluja: Handbook on Mechanical Properties of Rock. Cengage Learning ROCK ENGINEERING (CE-1731to CE-1740 & CE-1841to CE-1850) UNIT 1: Rock Engineering-Rock Mechanics. Pearson Education  P. Elsevier. Liquefaction factors. Modified Culmann’s Graphical Earth Pressure. Analysis of Ideal and field reactors. Modified Coulomb’s Theory of Earth Pressure. 7(L) UNIT 4: Rock Foundation-Estimation of Bearing Capacity in Intact and Fractured Rocks.  Vutukuri. Hoek and J. Bearing Capacity of Pile / Pier in Rocks. Text/ Reference Books:  Shamsher Prakash: Soil Dynamics.  V. Cantilever and Counterfort Retaining walls. 5(L) Text/ Reference Books:  B. Evaluation of Liquefaction. Trans Tech Publications. 7(L) UNIT 3: Biological Treatment Processes-I Process Flowsheets. Design of Coffer Dams in Soil. 8(L) UNIT 3: Design of Retaining Walls-Types of Retaining Walls. Hoek and J. Reactor Analysis. Priority pollutants in Wastewater. 5(L) UNIT 2: Vibrations-Elementary vibrations. Singh and R. Design earthquake parameters. 6(L) 23 . Stress and Infinitesimal strain. Controlled Blasting Techniques. Aerated lagoons and oxidation ditches. CBS Publications. Design of septic tanks. McGraw Hill Publication  Fair.  Metcalf & Eddy. Ion Exchange.S. Nature of the Problem. Wagner.CPHEEO Govt. Wastewater Engineering. of India. John Wiley & Sons. Tata-McGraw Hill. U.. Algae.  S. Aquatic weeds.  Metcalf & Eddy.A. 24 . II.S. U. 6(L) UNIT 6: Offsite Collection & Treatment-Collection and off Site Treatment. Filtration -Design of Filtration and disinfection units. Water Supply treatment plant design. Qasim. 6(L) Text/ Reference Books:  Manual on Severage and Sewage Disposal CPHEEO.S. McGraw Hills International. John Wiley & Sons. Hilly Areas. Govt. Design of Wastewater Treatment.  S.). Composting. Choosing Waste Disposal Techniques. Effect of Immobilisation on growth Kinetics. 7(L) Text/ Reference Books:  Manual on Water Supply and Treatment. 6(L) UNIT 6: Distribution Networks-Analysis and design of water supply distribution networks. Unit Operations and Unit Processes and their combination. Govt. DESIGN OF WATER SUPPLY AND TREATMENT SYSTEMS (CE-1731to CE-1740 & CE-1841to CE-1850) UNIT 1: Water Quality-Water quality parameters and standards.A. RURAL WATER SUPPLY AND SANITATION (CE-1731to CE-1740 & CE-1841to CE-1850) UNIT 1: Water Supply-Water Supply. John Wiley & Sons.A.R.  Small Community water supplies . 5(L) UNIT 5: Onsite Collection & Treatment-On-Site collection and Disposal. Geyer and Okin. Tata McGraw Hills. Govt. 5(L) UNIT 3: Treatment-Treatment in Rural Water Supplies. wastewater reuse & recycle applications. Immobilisied cell reactors – types. Enzymes & Microbial cell Immobilisation. waterborne ponds. Irrigation. 5(L) UNIT 2: Removal of Refractory and Dissolved Organics -Adsorption.Immobililised cell technology. Ion exchange.UNIT 5: WS. Sanitation.A. 5(L) UNIT 2: Unit Operation-Unit operations and processes flow sheets for water treatment.S. Chemical and Biological Methods of treatment for nutrients. I & II.Holkef (ed. Quasim. Membrane Filtration Processes. Quasim. Advanced oxidation processes & Distillation.R. Comparison of different techniques.Environmental Engineering. 7(L) UNIT 4: Wastewater Disposal-Excreta Disposal and Techniques for Reusing. of India.  Davis. John Wiley & Sons.  S. Forms. Adsorption etc.R. Govt. Dekker & Mercel Wastewater Treatment for Pollution Control. Septic Tanks and Aqua privy. Introduction to Environmental Engineering. 5(L) Text/ Reference Books:  Manual on Severage and Sewage Disposal CPHEEO. Design of Wastewater Treatment. Nitrification & denitrification processes. Tata McGraw Hills. U. CBS Publications. Microfiltration and membrane bioreactor. Anaerobic treatment of sludges and its disposal. Water and Wastewater Engineering Vol. Acreivala. Cartage. of India. Wastewater Engineering. Reuse. Construction of a Dug-well and Drilled Tubewell. II. quality of water in various resource pools.  Fair.  S. Adsorption Isotherms.. mixing devices and flocculation tank 6(L) UNIT 4. CBS Publications.. Gas stripping. Sources locating a well. Tata-McGraw Hill. CPHEEO. ADVANCED WASTEWATER TREATMENT (CE-1731to CE-1740 & CE-1841to CE-1850) UNIT 1: Introduction-Introduction to Advanced Wastewater Treatment: Need. Disinfection. Water and Wastewater Engineering Vol. 6(L) UNIT 2: Water lifting Arrangements-Water-lifting arrangements. 6(L) UNIT 5: Kinetics. lakes and ponds.R. WSP & RBC-Waste stabilization ponds. Fertilization and Biogas.  Fair. pit latrines. 8(L) UNIT 4: Nutrients Removal -Nitrogen – sources and forms. Acreivala. WHO Publication.  S. Phosphorous –Sources. Design of Adsorption systems. Geyer and Okin. Reverse Osmosis. Geyer and Okin. Water and Wastewater Engineering Vol. Dekker & Mercel Wastewater Treatment for Pollution Control. CBS Publications. Various Technologies Used. 5(L) UNIT 3: Removal of Dissolved Inorganic Substances-Chemical Precipitation. Electro dialysis. and rotating biological contactors 6(L) UNIT 6: Anaerobic Treatment Processes-Principle of anaerobic treatment.J. Aquaculture. U. Waste Disposal and Reuse.  Excreta Disposal for Rural Areas and Small Communities. 5(L) UNIT 5: Miscellaneous Treatment-Water softening.  S. Rowe & Tchobanoglous . 6(L) Text/ Reference Books:  Manual on Water Supply and Treatment . Qasim: Design of wastewater Treatment. CPHEEO. of India  Mannual on Sewage & Sewage Distribution. 7(L) UNIT 6: Re-Use of Water-Wastewater reclamation. 6(L) UNIT 3: Settling Tanks-Design of settling basins. design criteria & applications. Lanoix. Compositing privy.J. of India  Peavy. evaluation of alternatives.Design of operation facilities. Separation. Role of Transportation. Urban Transportation System. etc. Frator method. of India  G. Inventory of Landuse and Economic Activities. RDF. handling. major legislation. All or nothing assignment models. Modeling. and properties of solid waste. " Air Pollution control Engg. Types and design of transfer station. Hydrocarbons and oxidants in photochemical smog. Trip Generation Models. 7(L) UNIT 4: Transfer and Transport. Japan. wet collectors. Tata McGraw Hill. 7(L) UNIT 5: Control of Gasses and Vapors-Adsorption and absorption processes. Electrostatic Precipitation. 6(L) UNIT 2: Photo. effluent dispersion theories. Category analysis methods of Trip Distribution: Uniform Factor method. White. General control methods.Energy recovery – Incinerators. Landuse and Transportation. 6(L) UNIT 6: Hazardous Waste Treatment Technologies-Hazardous waste treatment technologies . Stern “Fundamentals of Air Pollution” Academic Press Inc.Integrated waste management facilities. storage. A. 7(L) UNIT 5: Hazardous Wastes -Hazardous wastes . Filters. 6(L) 25 . 8(L) UNIT 5: Travel Forecast and Trip Distribution Models.  Manoj Datta. Particulate collection mechanisms. Processing and Transportation of Solid Waste: 6(L) UNIT 3: Separation & Recovery-Unit operations used for separation and processing. and control equipments. standards.Environmental Engineering. Technobanglous. gravitational. regulations. drainage and leachate collection systems . SOLID WASTE MANAGEMENT (CE-1731to CE-1740 & CE-1841to CE-1850) UNIT 1: Introduction-Waste generation. ". A Text Book of Solid Waste Management. New York. " Air Pollution ". Furnace method. flue gas control. Solidification. control of oxides of sulphur and oxides of nitrogen. N. Inventory of Transport Facilities. Alternative techniques for collection system. 11-13. Materials Recovery.AIR POLLUTION AND CONTROL (CE-1731to CE-1740 & CE-1841to CE-1850) UNIT 1: Introduction-History of Air Pollution. designated waste landfill remediation . Identification of needs. Vigil. McGraw Hill Publication  Richard w. Isokinetic sampling. incineration.  Integrated Solid Waste management: A Lifestyle Inventory by P. Social. minimization & Compatibility. 2000.CBS Publishers. H. Rowe & Tchobanoglous . land-use forecasting and land-use plans. 6(L) UNIT 3: Meteorology and Air Pollution-Atmospheric stability and inversions.  C. 6(L) UNIT 2: Collection Systems -Collection Systems. Fukuoka. their implementation and compliance. Rao et al. Legislation and regulatory trends: Air pollution laws. M. Theisen and S. Gaussian and other models. Effective stack height. 7(L) UNIT 6: Mode Choice and Traffic Assignment Models -Logit models for mode choice.  M. Determination of composition of MSW.Transfer and Transport: Means and methods. Destination Choice models. Modern Landfill Technology and Management. collection and transport of hazardous waste. New York. collection efficiency. role of oxides of Nitrogen. Academic Press. Govt. Hazardous waste landfills: Site selection. Political and Environmental. CPHEEO. Landfills: Site selection. Integrated Solid Waste Management. Implementation of alternatives. Expansion of data from samples. Oct. generation of alternatives. anaerobic methods for materials recovery and treatment . Waste transformation through combustion and anerobic composting. Goals and objectives. Khan and naved Ahsan. Average Factor method. design and operation.Chemistry of Atmosphere-Photo-Chemical reactions. 6(L) Text/ Reference Books:  Peavy. 7(L) UNIT 6: Automobile Pollution-Automobile emissions and their control methods. Transportation system engineering. McGraw-Hill. 4(L) UNIT 2: Transportation Planning Process-Elements of Transportation Planning. McGraw-Hill InternationalPublication  Masataka Hanashima. Narosa Publishing House TRANSPORTATION SYSTEM AND PLANNING (CE-1731to CE-1740 & CE-1841to CE-1850) UNIT 1: Introduction -The fields of transportation system. Waste disposal in engineered landfills. monitoring responsibilities. Home interview surveys. " Fundamentals of Air Pollution ". Incremental assignment models. sources and types of solid waste - sampling and characterization. Settling and Deposition. Monatomic oxygen and ozone formation. Carbon Monoxide emission control.mixing height-plume behaviour. Gravity models. 7(L) Text/ Reference Books:  Manual on Municipal solid waste management. Road-side Interview surveys. Intervening Opportunity model. 7(L) UNIT 4: Transportation Survey-Study area definition. centrifugal-multiple type cyclones. Automobile emission standards.  Noel de Nevers. Zoning.Overview of Forecasting Process.storage and handling of solid waste. Entropy model. Atmosphere-its structure and composition.requirements and technical solutions. user equilibrium models. chemical fixation and encapsulation. 6(L) UNIT 3: Land-Use Transportation System-Components of transportation system. Hindle (Chapman & Hall)  Iqbal H. Oxidation of SO2 in polluted atmospheres. design operation & remediation of hazardous waste disposal sites. Economical. Major Air pollutants-their sources and effects in quality criteria and Ambient air quality standard. Proceedings of the Asian Pacific Landfill Synposium. Franke and P.sources and characteristics. Incineration or after-burning processes. Transportation organizations. multiple linear regression analysis. Boubel et al . Urban Activity Forecast. Lowry-type transportation/Land use model. 6(L) UNIT 4: Control of Particulate-Particulate distribution. Linear and Multiple Regression.J. parking studies. density. 6(L) UNIT 4: Condition Assessment Techniques-Condition assessment. Dickey  Priciples of Transportation Engineering. base and surface courses. designs.K. Nem Chand Publication  Principles of Transportation Engineering by P. Govt. traffic volume studies. PMGSY Models. Management Systems: Components.. Justo. 6(L) UNIT 6: Rural Road Maintenance-Maintenance -Various Type of Maintenance. functions and importance of traffic control.E. Rural Transport in 1989.R. 5(L) UNIT 3: Pavement Design-Pavement design: CBR method of Rural Road Design as adopted in PMGSY programme. Microscopic traffic flow models: Lighthill and Whitham’s Theory. Edmonds.  Introduction to Transportation Engineering Planning. of India.K. Existing practices for Rural Road Planning. 8(L) UNIT 3: Traffic Flow Theory-Fundamental diagrams of traffic flow theory.. slab culverts and cause ways. Functions. J. 6(L) UNIT 3: Measures of Performance-Defining performance.. Discussion of the use of data. Calibration of macroscopic models. for assessing condition including surface and subsurface condition. and De Veen.A. 7(L) UNIT 4: Materials and Construction Techniques-Materials for low cost roads -Stabilized techniques. G. and Correlation. Horizontal alignment. Poisson. alternative approaches. and Standard Deviation. GIS as a data integration and analytic tool. Preparation of detailed estimates for rural road. Macroscopic traffic flow models: Green Shield’s model and Greenberg model.  Metropolitan Transportation Planning – J. B. Khanna Publishers. alternative technologies. headways. Intersection control and design of traffic signals.. role. soil tests for construction of rural roads. PHI Learning.F. 1985. RURAL ROADS (CE-1731to CE-1740 & CE-1841to CE-1850) UNIT 1: Rural Road Planning-Introduction -Concept. Railways and Airways 4(L) UNIT 2: Asset Management-Asset Management Concept.Text/ Reference Books:  Introduction to Transportation Engineering – William W Hay. origin-destination studies. Cost and benefit components in Transportation Systems. Low Cost Maintenance Management Techniques. Elements of Traffic Engineering: Vehicular. IRC method of pavement design for rural roads. Central Road research Institute. Howe. Khanna and C. Developing Countries. various construction techniques for sub-base. 1990. vehicle classified count and occupancy..I. Variance. journey time and delay studies.E. Significance Testing. Chakravorhy and Animesh Das.  Transportation Engineering: An Introduction by C. Shock waves.D. Economic Evaluation of Transportation Project. Kent Lall. 4(L) UNIT 2: Traffic Flow Parameters -Traffic flow parameters: volume. Types of cross drainage structures for rural roads: Hume pipe. common characteristics of infrastructure. Traffic Regulation. Vol I & II. speed and related terms. Organization and Importance of Traffic Engineering. 6(L) UNIT 5: Traffic Analysis-Traffic Analysis: Statistics and its applications in analysis of traffic data: Probability. Diagnostics and data. objectives. Highway Capacity and Level of Service. 6(L) UNIT 5: Rural Road Drainage and Cross Drainage Structures-Road Drainage -Various Low Cost Drainage Alternatives for rural roads. The collection and use of data. 7(L) UNIT 6: GIS Based Asset Management Systems: Techniques and importance of inventories. Binomial and Normal distributions. J.K.  Highway Engg by S. TRANSPORT ASSET MANAGEMENT (CE-1731to CE-1740 & CE-1841to CE-1850) UNIT 1: Introduction-Transport Infrastructure: Roads. Life Cycle Cost Analysis.Partha Chakroborty and Animesh Das TRAFFIC ENGINEERING (CE-1731to CE-1740 & CE-1841to CE-1850) UNIT 1: Introduction To Traffic Engineering-Definition and Scope of Traffic Engineering. Vertical alignment and Cross section elements. 8(L) UNIT 2: Geometric Design Planning-Geometrics of low cost rural roads -traffic and design speed. example application for road and rail infrastructure management. Methods of traffic control: Traffic signs. Accessibility Based Models. and gap acceptance in traffic flow. Jotin Khisty.. and other traffic controls aids. Ministry of Rural Development.  Manual for Rural Road design and specifications. Relationship between various parameters. Study and analysis of vehicle arrivals. and the limitations of technologies 7(L) UNIT 5: Transport Economics-Parameters used in Transport economic analysis. 10(L) 26 . U. Road Markings. Rural Road Planning and Investment -State of Art. Car Following theory. 8(L) Text/ Reference Books:  Traffic Engineering by L. Mean. PHI Learning Private Limited. 8(L) Text/ Reference Books:  Barwell. Queuing theory and its practical applications in traffic engineering problems. Mortak. Kadiyali . 6(L) UNIT 6: Traffic Control-Definition.  Document of Rural Road Development in India.K. Objective and Significance of rural roads for Developing Countries. 10(L) UNIT 4: Traffic Studies-Traffic survey: Speed studies. Intermediate Technology Publications.G. Driver and Road Characteristics. New Delhi. 6(L) UNIT 6: Dynamic Considerations-Eigen value and time-dependent problems. classification of equipment. M. R. efficiency and performance evaluation criteria of equipment. masonry construction water and damp proofing. (On reserve in library)  Haas. Reddy.  Varma.Heavy construction equipment and methods. rehabilitation. 1976. loading and unloading equipment. flooring.. Numerical Methods in Finite Element Analysis. cable stayed bridges -Support structure for heavy Equipment and conveyors - Erection of articulated structures. use of rebar fasteners etc. bridge decks. 2000. in-situ pre-stressing in high rise structures. Modern Pavement Management. jacketing. cofferdams. joints. S. 2001. Piling. Khanna Publishers. 6(L) UNIT 3: Building Construction Practices-Building construction: Site clearance. form work centering and shuttering. Chandupatla and A. Hoists and cranes. Englewood Cliffs.  R. 6(L) UNIT 4: Applications-Finite element analysis of 1-D and 2-D problems.. Integral formulations and Variational methods. Malabar. 1993. Prentice Hall of India Pvt. Design and detailing of precast/prefabricated building components.. Ready mixed concrete plants. clamshell.. dragline. sil os. Metropolitan Book Co. P. consideration of handling stresses.. Neil. soil compacting equipment. 3(L) UNIT 2: Design Principles of Precast/Prefabricated Structure Components-Materials for construction of precast elements. Hudson.  Hudson. Khanna Publishers. and pile driving equipment. McGraw Hill. construction. hauling. J. Equipment for dredging. 10(L) UNIT 2: Construction Equipment-Excavating. D. L. J. time motion study. Haas. New York. trenching. Oxford. PRECAST AND MODULAR CONSTRUCTION PRACTICES (CE-1731to CE-1740 & CE-1841to CE-1850) UNIT 1: Fundamentals of Industrialized Construction Systems-Introduction and Overview of reinforced and prestressed concrete construction. Slip forms. Earthmovers. Introduction to Finite Elements in Engineering. Energy approach. New Delhi. Zienkiewicz and R. 2nd Edition. shallow and deep building foundations. Hughes. steel trusses.” Wiley. Dover Publications.K. Prentice Hall Englewood Cliffs. Construction sequences in cooling towers. Concepts and Applications of Finite Element Analysis. scraper etc. and Das A. . R. 1997. Uddin.  Thomas J. Details and applications of composite equipment viz. Wilson.. 1994. Metropolitan Book Company. New Delhi. Taylor. earthwork.  T. Zaniewski. “Construction Equipment and its Planning and Application”. 2004. Delhi. Cook. Sources of equipment cost of owning and operating of equipment. off shore platforms. 1988. “Infrastructure engineering and management. Economics of form 27 . drilling. Belegundu. 10(L) UNIT 5: Applications and Error Analysis-Application of the method to the axisymmetric and 3-D bodies. aerial transporting handling. Temporary works viz. 7(L) UNIT 4: Economic Evaluation for Precast Modular Concrete Construction-Productivity analysis. 8(L) UNIT 3: Precast Concrete Construction-Production of ready mixed concrete.Principles of Transportation Enineering. R. sky scrapers. quality assurance.Text/ Reference Books:  "Measuring and Improving Infrastructure Performance. 7(L) UNIT 4: Sub Structure Construction -Techniques of Box jacking – Pipe Jacking -under water construction of diaphragm walls.. 2005. chimney. Concrete producing equipment. . Structural design and detailing of joints in prefabricated structures. McGraw Hills International Book Company. Is There a Shortfall in Public Capital Investment? Proceedings of a Conference Held in June 1990. 1999. . backhoe. maintenance. (On reserve in library)  Munnell. Construction and Foundation Engineering. Infrastructure management : integrating design. CONSTRUCTION EQUIPMENT AND TECHNIQUES (CE-1731to CE-1740 & CE-1841to CE-1850) UNIT 1: Imperatives of Mechanized Construction -General considerations. well and caisson sheet piles. 6(L) UNIT 3: Modeling-Interpolation functions. “Construction Equipment and Job Planning”." National Academy Press. J. Prentice Hall of India. R. tunneling. types of drives. economic life of equipment.Construction equipment.. Bathe & E. “Construction Equipment and Management”. New Jersy.  J. An Introduction to Linear Finite Element Method. erection of transmission towers.  Russel. blasting. 5th Reprint. transit mixers and vibrators. Oxford University Press. terminology relating to equipment and machine. F. 7(L) UNIT 6: Repair and Rehabilitation-Study on causes of building damage and deterioration – Assessment of materials and methods of repair and restoration such as grouting. Khanna Publishers New Delhi.V. 7(L) UNIT 5: Super Structure Construction-Launching girders. shoring for deep cutting. Editor. Prentice-Hall. Finite Element Method. bow string bridges.  Deodhar.  Sharma S. and renovation. Safety in construction.  Peuritoy. D. specifications. Washington DC 1995  Grigg. 3(L) Text/ Reference Books:  Jha J and Sinha S. New Delhi. New Delhi 2003 FINITE ELEMENT AND FINITE DIFFERENCE METHODS (CE-1731to CE-1740 & CE-1841to CE-1850) UNIT 1: Introduction-Brief introduction to numerical methods.  Stuart Wood J. power shovel. Butterworth Heinemann publication. 4(L) UNIT 2: Different Approaches-Direct method. N. N. 3rd Edition. dewatering and pumping equipment. Finite element error analysis. 6(L) Text/ Reference Books:  K. Numerical integration and modeling considerations. L.Construction Planning equipment and methods. equipments in precast prefabricated structures.C. braced domes and space decks. L. (On reserve in library)  World Development Report 1994: Infrastructure for Development  Chakroborty. Krieger.  C. The Finite element method. John Wiley. Ltd. Alicia.  Modi. Specific capacity. satellite data formats. critical flow. Application of Remote sensing in land use and land cover analysis. Flood frequency studies. colour. E. Pearson Education. flow profiles and computation.  Ojha. Duggal. – Irrigation and Water Resources Engineering. Compound Channels. Well losses.  Todd and Mays. 6(L) UNIT 4: Floods-Statistical analysis. – Prefab architecture: a Guide to modular design and construction. Chipman. Energy-depth relationships.work. photo-interpretation for selection of Civil Engineering project sites such as for buildings. measurement. B.. transitions of subcritical and supercritical flows. critical depth. G. Design flood. Jensen. 10(L) UNIT 5: Remote Sensing Image Interpretation and its application-Different methods of remotely sensed data interpretation.  Staib. Manning’s coefficient. Darrhafer. Structure.. Guilford Press. Design of formwork and their reusability. Hydrologic Routing. Oxford University Press. dynamic equation. Codal recommendations relating to modular construction. John Wiley and Sons.Hydrlogy and Flodplain Analysis. Campbell and Randolph H. analytical and graphical methods. Volume 2.Engineering Hydrology. Forms of precipitation. and safety factor. and S-curve hydrograph. P. Definition. A. 2009. . Jr.Ltd.S. depth-area-duration and intensity-duration frequency relations. “Construction of Prestressed Concrete Structures”. Time Area curves. Multiconcept in remote sensing through visible and other bands spectral signals 6(L) UNIT 4: Digital Image Processing-Digital image processing. Channel transitions.N. Runoff and Hydrographs. Wynne. and Gerwick.  Introduction to Remote Sensing by James B.. Evaporation . M. 6(L) UNIT 2: Uniform Flow-Uniform flow. Prentice Hall. reliability. FIB Bulletin. G. different platform. photo-interpretation keys.Groundwater Hydrology. regional planning 8(L) UNIT 6: Engineering Survey Using Remote Sensing-Survey of natural resources and engineering works. Hydraulic routing 6(L) UNIT 6: Groundwater Hydrology-Groundwater hydrology.Factors affecting flow hydrograph. sensor combinations. Confined and unconfined flow. – Irrigation Water Resources and Water Power Engineering. Image rectification and restoration. Subramanya . characteristics of photographic images.Digital image and its characteristics. and Berndtsson.Gradually varied flow. Evapotranspiration measurement and estimation.Contrast Manipulation. 2011.P. Standard Book House  Asawa. Mass curve. Risk. Well hydraulics Steady and unsteady flow. OPEN CHANNEL HYDRAULICS (CE-1731to CE-1740 & CE-1841to CE-1850) UNIT 1: General Considerations-Classification. measurement. specific energy. 4(L) UNIT 2:Precipitation and Abstractions-Precipitation.Modular Construction Design. 3rd Edition. Image Enhancement. 8(L) Text/ Reference Books:  Remote Sensing and Image Interpretation by Thomas M. 2006. 7(L) UNIT 5: Modular Construction Practices-Modular construction: Evolution & Practices. Lillesand. C. Wiley. Groundwater quality and Groundwater monitoring network. Infiltration and Evapotranspiration. Standardization. uniform flow computations. and estimation. Ralph W. Bureau of Indian Standard. pollution studies. Modular construction practices in building construction. Fifth Edition. 8(L) UNIT 6: Modular Coordination & Standardization-Modular coordination. “Components and Systems.process. types energy and momentum equation for prismatic and non prismatic channels. 8(L) UNIT 5: Flood Routing-Introduction to basic routing equations. Stream Flow measurements. Channel and flood routing. R. Special equipment. John Wiley and Sons. Oxford University Press Canada.Unsupervised and Supervised Classification. tone and texture. Unit hydrograph. 6(L) 28 .  Smith R. water resources management. Flow equations and Numerical solutions. Ground truth collection and verification.  Surveying by S. Remote sensing satellite and their data products. Multi-image manipulation. 8(L) Text/ Reference Books:  Gerwick. space and airborne imageries. Golden Section and other reliable proportioning concepts. Rainfall Runoff correlations. Image Classification. Inc. Infiltration process. 2009. New Technologies” Birkhauser publisher  Precast Concrete in Mixed Construction: State-of-art report.C. Synthetic and instantaneous unit hydrographs. Spatial Feature Manipulation.  Remote Sensing and GIS by Basudeb Bhatta.  Remote Sensing of the Environment by John R. its analysis. and estimation. Flow duration curve. K. New Delhi REMOTE SENSING IN CIVIL ENGINEERING (CE-1731to CE-1740 & CE-1841to CE-1850) UNIT 1: Introduction-Definition of terms. ENGINEERING HYDROLOGY (CE-1731to CE-1740 & CE-1841to CE-1850) UNIT 1: General Consideration-Introduction. Droughts and floods. description. International Federation for Structural Concrete (fib) .L. Groundwater recharge.  NBC 2005 . Flood control measures.  K. flood zoning and damage estimation. 2011. 10(L) UNIT 3: Hydrograph. 4(L) UNIT 2: Photo Interpretation-Techniques of photo-interpretation. Railways and highways etc. measurement. 6 th Edition. Bhunya. and Rosenthal. Kiefer and Jonathan W.Engineering Hydrology. Wiley Interscience. Hydrologic cycle. systems building. Text/ Reference Books:  Bedient and Huber. Tata McGraw Hill Education Pvt. 8(L) UNIT 3: Gradually Varied Flow. 6(L) UNIT 3: Introduction to Remote Sensing-Principles of Remote Sensing and platform for remote sensing. Rational method. P. Flood forecasting. New Age International. Fibonacci series. limitations and advantages of modular construction.  Modi. Cambridge university press. John Wiley and Sons. continuity and momentum equations. 8(L) UNIT 4: Irrigation and Hydraulic Structures -Broad Principles of Hydraulic structures and canal systems. evaporation and other related problems like location of storage sites and rehabilation problems. and generalized Hooke's law. Tata Mcgraw Hill.N.Hydrlogy and Flodplain Analysis. 4(L) UNIT 3: Properties of Composites-Comparison of composites with R. water power potential and estimation. Theory of Elasticity and Plasticity 4.  Shear Deformable Beams and Plates.Rajesh Srivastava. Pure bending of plates. Behaviour of uni-directional.C. – Irrigation and Water Resources Engineering. sediment loads.  The Bending and Stretching of Plates. Projected water needs for drinking.. Oxford University Press. its relation with irrigation and other needs. orthotropy etc.C. Subramanya .Ven Te Chow. Subramanya. P. Application of Simulation models. Courses offered by Applied Mechanics Department 1.  Ojha. water logging. analysis of flow profile. bed forms. dynamic equation. crossply.  Theory of Plates and Shells. Run off and rainfall data of basins. 6(L) UNIT 5: Spatially Varied Flow. 8(L) Text/ Reference Books:  Open Channel Hydraulics . Prentice Hall. COMPOSITE MATERIALS (AM-1731to AM-1740 & AM-1841to AM-1850) UNIT 1: Introduction-Introduction. Composite Materials 3. Flow in channel of non-linear alignment and non-prismatic channel sections.Timoshenko. and Berndtsson. Prentice Hall of India. Elsevier Science Publisher. Tata McGraw-Hill  Open Channel Flow – Henderson.G. Bhunya. and sloping channels.Vedula and Mujumdar. etc. – Irrigation Water Resources and Water Power Engineering. Water conservation measures. Theory of Plates and Shells 2. and metals. P. Computational Fluid Dynamics. WATER RESOURCES SYSTEMS MANAGEMENT (CE-1731to CE-1740 & CE-1841to CE-1850) UNIT 1: General Considerations-Introduction. 6(L) 29 .  K. agriculture and other uses. 6(L) UNIT 6: Unsteady Flow and Flow in Mobile Boundary Channel-Introduction to unsteady flow.K. Global and National scenario of water availability. channel resistance. Water pollution.Current storage scenario in India. 8(L) UNIT 5: Introduction to Mathematical Optimization-Optimization Techniques.UNIT 4: Rapidly Varied Flow-Characteristics of the flow.S. methods of numerical integration.Groundwater Hydrology.Mansfield. drainage. New Age International. R. G.Ventsel and Krauthammer. Membrane theory of shells of revolution and cylindrical shells.. .Basic principles. Reddy and Lee. 6(L) Text/ Reference Books:  Water Resources systems. Sedimentation. 6(L) UNIT 3: Water Power-Water power. Water Resources Planning under uncertainty. Inc.  Open Channel Hydraulics – Hanif Choudhary. Ranga Raju. Tata McGraw Hill  Flow Through Open Channels. hydraulic jump in horizontal. Historical background. 8(L) UNIT 4: Constitutive Equations-Anisotropy. Application of Optimization techniques. Interstate and Inter National level sharing of water. THEORY OF PLATES AND SHELLS (AM-1731to AM-1740 & AM-1841to AM-1850) UNIT 1: Bending Theories of Plates-Plates: Cylindrical bending of plates. Tata McGraw-Hill. ground water and river pollutions etc. Economics of Water Resources Systems: principles of engineering economics. 8(L) UNIT 5: Shells-Shells: Classification of shells.  Todd and Mays. Rectangular plates: Navier's and Levy's solution 6(L) UNIT 3: Axi-symmetrically Circular Plates-Axi-symmetrically loaded circular plates. Marcel Dekker Inc. Stochastic Planning models. mcgraw Hill International Edition  Flow Through Open Channel . Anisotropic plates. 8(L) UNIT 6: Bending of Shells-Bending theory of axi-symmetrically loaded shells of revolution and cylindrical shells. Storage of water .P. Floods and draughts. Performance and behaviour of lamina and laminates. submerged hydraulic jump. National water policy. Particulate.L. soil salinity and soil conservation problems. 8(L) Text/ Reference Books:  Thin Plates and Shells. Standard Book House  Asawa. 4(L) UNIT 4: Plates on Elastic Foundation-Plates on elastic foundation. angleply and other composites-strength and stiffness. 4(L) UNIT 2: Classification of Composites-Classification of composites. Applications.Wang. Tata McGraw Hill Education Pvt. Oxford University Press Canada.C. 4(L) UNIT2: Governing Differential Equation of Plate-Plate Equation. Stability of Structures 5. Finite difference techniques for open channel problems. Macmillan.  Flow in Open Channels – K.  Bedient and Huber. 6(L) UNIT 6: Water Related Environmental Problems-Water related environmental problems..Ltd.Engineering Hydrology. Fibres and matrix types and properties. Flaked Fibrous. 6(L) UNIT 2: River Basins-River basins of India and Inter Basin transfer of water.Engineering Hydrology. Whisker and Hybrid composites. Forms of fibre reinforcement. 10(L) UNIT 6: Experimental Techniques-Experiments in Stability: South well Plot.  Principle of Structural Stability Theory – Chazes. Elastic Stability of bars: Columns with various loading and boundary conditions. Saad.  Theoretical Elasticity – A. column etc. Laboratory based work using commercial CFD software/indigenous codes. John Wiley & Sons. Double Modulus and Shanleys theories. Applications of CFD in Civil engineering. Short fibre composites. Cartesian vs. electrical.  Fundamentals of Structural Stability – Simitsces & Hodges. Metal forming processes.  Elastic Stability of Structural Elements . D. Eccentricity of loading. Principal of stationary Potential Energy. Tata Mcgraw Hill  Background to Buckling . curvilinear grids. T. Elastic Stability of Cylindrical Shells: Stability of cylindrical shells under uniform axial pressure and torsion. 4(L) UNIT 3: Solution Methdologies-Approximate Methods of Analysis: Principle of conservation of Energy. Experimental and Design formulae. Differential and integral form of the general transport equations. Rayleigh-Ritz Method. rate of change following a fluid particle and for a fluid element. Body fitted co-ordinate grids for complex geometry. of sandwich composites and conventional composites.  Composite Materials – K.M. Geometric Non linearity. Wear and abrasion resistant composite. Optical. Beam – columns.  Advanced Strength and Applied Elasticity – Ugural & Fenster. Ax symmetric problems. Herakovich. Venant's principle.  Elasticity – J.H. E. energy equation in three dimensions. 8(L) UNIT6: Manufacturing Techniques of Composites-Manufacturing techniques.  Principles of Composite Materials –R. Springer. the St. M.Allen & P. Effect of imperfections. Postbuckling behaviour of plants. Tangent Modulus. Problem solving ability of CFD. Staggered vs. Jones. Curved beams. 8(L) UNIT 4: Torsional and Lateral Stability-Torsional Stability: Stability of Thin-walled open sections. 8(L) UNIT 3: Basic Equations of Fluid Flow and Boundary Conditions-Governing equation of fluid flow and heat transfer: mass conservation in three dimensions. Inelastic Stability of bars. 6(L) UNIT 2: Large Deformation Theory-Elastica: Large Deformation Theory: Effect of Imperfections. Macmillian India Ltd.Bulson. Liquid crystal polymers.Reuse.C.UNIT 5: Sandwich & Short Fibre Composites -Beams.Fundamentals of Elasticity Theory: The requirements for a solution. 6(L) UNIT 3: Stress Concentration and Fracture Mechanics-Concentrated Loads and Stress Concentrations. classification methods for simple PDEs. Fracture Mechanics : Stress distributions due to cracks.S.F. Taylor & Francis. Lifshitz.N G R Iyengar. Navier-Stokes equation for a Newtonian fluid.G. Daniel Gay and Suong V. 8(L) UNIT 4: Variational and Energy Methods-Variational and Energy Methods. 8(L) Text/ Reference Books:  Mechanics of Fibrous Composites. springer. Buckling linear theory. R. Tata Mcgraw Hill. Prandtl . Butterworth-heinemann. stability of Rectangular plates under axial compression and shear.  Theory of Elasticity – L. Dover Publications. 8(L) 30 . E. Stress functions. CRC Press. CRC Press. solution procedures. 4(L) Text/ Reference Books:  Theory of Elasticity – Timoshenko & Goodier. Prentice Hall. co-located grid arrangement. Joints. Guo-wei Ma. Dover Publications  Elasticity – M. M. Kosevich. Initial curvature. H. COMPUTATIONAL FLUID DYNAMICS (AM-1731to AM-1740 & AM-1841to AM-1850) UNIT 1: Introduction-Introduction to CFD.  Theory of Plasticity – J.Beams: Some exact solutions for the bending of beams. CFD as a research and design tool. 2(L) UNIT 2: Grid Generation-Introduction to grid generation. Bending and torsion of prismatic bars. Curvilinear grid. Prentice Hall. Residual stress. Chakrabarty. Gibson. Galerkins method. Numerical Methods. buckling by torsion and torsion and Flexure. Springer Publisher. Energy Methods. Resin treated concrete. Landau. Unstructured grid.K. Butterworth-heinemann. Elsevier. Discretisation in unstructured grid. Lateral Stability: Lateral stability of beams with various loadings and end conditions. THEORY OF ELASTICITY AND PLASTICITY (AM-1731to AM-1740 & AM-1841to AM-1850) UNIT 1: Fundamentals of Elasticity Theory. Barbar. Hong-fu Qiang.  Composite Material: Design and Application. momentum equation in three dimensions. 6(L) UNIT5: Stability of Plates-Elastic Stability of Plates: Differential Equations of plate. Chawla.  Mechanics of Composite Materials – R. 6(L) UNIT 2: Elasticity Theory for Beams. STABILITY OF STRUCTURES (AM-1731to AM-1740 & AM-1841to AM-1850) UNIT 1: Fundamentals of Stability-Concepts of Stability: Equilibrium path.  Stability of Theory of Structures . Effect of imperfections. Stability criteria. Hoa. Green & W. 8(L) UNIT 6: Plasticity-Plasticity: Yield surfaces. 4(L) Text/ Reference Books:  Theory of elastic Stability .Ashwani Kumar. Numerical methods. & Fracture. Generalized stress-strain relations. Block structured grid. Uniform and varying cross-sections. Performance of composites under adverse conditions.Timoshenko & Gere. Beams of irregular cross- section. 6(L) UNIT 5: Constitutive Stress-Strain Relations-Theory and Deformation Theory. Ingredients. conservative form of the governing equations of fluid flow.  Generalized Plasticity – Mao-hong Yu. Pressure-velocity coupling in unstructured meshes. Elsevier. Laboratory based work on grid generation using commercial CFD software/indigenous codes. Discretisation of diffusive and convective term. Zerna. A. absorption. equation of state. MCG Publisher. conductivity and other properties. H.  Hirch. central differencing scheme. upwind differencing scheme. New York. Computational Techniques for Fluid Dynamics (Vols.J. higher order differencing scheme for convection-diffusion problems. 2nd edition. Laboratory based work using commercial CFD software/indigenous codes. 31 . implicit method for two and three dimensional problems..K. S. Fundamentals of Computational Fluid Dynamics..  Ferziger. 6(L) Text/ Reference Books:  Versteeg.  “Fletcher. McGraw-Hill.D. Solution procedures for unsteady flow calculations. two and three-dimensional steady state diffusion problems..A. Springer. 2nd edition. TVD schemes.. McGraw-Hill. SIMPLER.  Anderson.. Pearson Learning. Numerical Computation of Internal and External Flows (Vols. Computational Fluid Dynamics: The Basics with Applications. C. SIMPLEC and PISO algorithm. Universities Press.V. T. Numerical Heat Transfer and Fluid Flow. assessment of central differencing scheme for convection diffusion problems.K. and Sundararajan. Laboratory based work using commercial CFD software/indigenous codes.. J. steady state calculations using the pseudo-transient approach. Hyderabad. Laboratory based work using commercial CFD software/indigenous codes. J. Delhi. I & II). T. Narosa Publishing.. I & II). New Delhi. C. M. Springer-Verlag.  Patankar. properties of discretisation schemes. and Peric.  Muralidhar. 3 rd edition. discretisation of transient convection diffusion equation. 10(L) UNIT 5: Solution Scheme for Pressure-Velocity Coupling in Steady Flows -The staggered grid.UNIT 4: FVM for Diffusion and Convection-Diffusion Problems -FVM for one. 6(L) UNIT 6: FVM for Unsteady Flows-One-dimensional unsteady heat conduction (explicit.. W.. hybrid differencing scheme. An Introduction to Computational Fluid Dynamics: the Finite Volume Method.  Sengupta. H. Computational Methods for Fluid Dynamics. SIMPLE. power law scheme.. Wiley International. Crank-Nicolson and implicit scheme). Computational Fluid Flow and Heat Transfer. 2nd edition. and Malalasekara. Steady one-dimensional convection and diffusion. momentum equation.
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