b. tech (under graduate) scheme sr. teaching schedule …nitkkr.ac.in/docs/ugcivil.pdf · 1 cet-201...

203
B. Tech (Under Graduate) Scheme Sr. No. Code Course Title Teaching Schedule Credits L T P Total Third Semester 1 CET-201 Structural Analysis-I 3 2 - 5 4 2 CET-203 Building, Construction Materials & Drawing 3 - 2 5 5 3 CET-205 Fluid Mechanics-I 3 2 - 5 4 4 CET-207 Surveying-I 3 1 - 4 3.5 5 CET-209 Engineering Geology 3 1 - 4 3.5 6 MAT-201 Mathematics III 3 1 - 4 3.5 7 CET-211 Structural Mechanics-I(P) - - 2 2 1 8 CET-213 Fluid Mechanics-I(P) - - 2 2 1 9 CET-215 Surveying-I(P) - - 3 3 1.5 Total 19 7 9 35 27 Sr. No. Code Course Title Teaching Schedule Credits L T P Total Fourth Semester 1 CET-202 Structural Analysis-II 3 2 - 5 4 2 CET-204 Design of Steel Structures-I 4 - 2 6 4 3 CET-206 Fluid Mechanics-II 3 2 - 5 4 4 CET-208 Soil Mechanics 3 2 - 5 4 5 CET-210 Surveying-II 3 1 - 4 3.5 6 CET-212 Fluid Mechanics-II(P) - - 2 2 1 7 CET-214 Soil Mechanics(P) - - 2 2 1 8 CET-216 Surveying-II(P) - - 2 2 1 9 CET-218 Engineering Geology(P) - - 2 2 1 10 HUT-211 Organisational Behaviour 2 1 - 3 2.5 Total 17 8 10 35 26 Sr. No. Code Course Title Teaching Schedule Credits L T P Total Fifth Semester 1 CET-301 Structural Analysis-III 3 2 - 5 4 2 CET-303 Design of Concrete Structures-I 4 2 - 6 5 3 CET-305 Hydrology 3 2 - 5 4 4 CET-307 Geotechnology-I 3 2 - 5 4 5 CET-309 Water Supply and Treatment 3 1 - 4 3.5 6 HUT-301 Business Management 3 1 - 4 3.5 7 CET-311 Environmental Engineering (P) - - 2 2 1 8 CET-313 Concrete Lab(P) - - 2 2 1 9 CET-315 Geotechnology (P) - - 2 2 1 10 CET-317 Survey Camp - - - - 3 Total 19 10 6 35 30

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B. Tech (Under Graduate) Scheme

Sr. No. Code Course Title Teaching Schedule Credits L T P Total Third Semester 1 CET-201 Structural Analysis-I 3 2 - 5 4

2 CET-203 Building, Construction Materials & Drawing 3 - 2 5 5

3 CET-205 Fluid Mechanics-I 3 2 - 5 4 4 CET-207 Surveying-I 3 1 - 4 3.5 5 CET-209 Engineering Geology 3 1 - 4 3.5 6 MAT-201 Mathematics III 3 1 - 4 3.5 7 CET-211 Structural Mechanics-I(P) - - 2 2 1 8 CET-213 Fluid Mechanics-I(P) - - 2 2 1 9 CET-215 Surveying-I(P) - - 3 3 1.5 Total 19 7 9 35 27

Sr. No.

Code Course Title Teaching Schedule Credits L T P Total

Fourth Semester 1 CET-202 Structural Analysis-II 3 2 - 5 4 2 CET-204 Design of Steel Structures-I 4 - 2 6 4 3 CET-206 Fluid Mechanics-II 3 2 - 5 4 4 CET-208 Soil Mechanics 3 2 - 5 4 5 CET-210 Surveying-II 3 1 - 4 3.5 6 CET-212 Fluid Mechanics-II(P) - - 2 2 1 7 CET-214 Soil Mechanics(P) - - 2 2 1 8 CET-216 Surveying-II(P) - - 2 2 1 9 CET-218 Engineering Geology(P) - - 2 2 1

10 HUT-211 Organisational Behaviour 2 1 - 3 2.5 Total 17 8 10 35 26

Sr. No.

Code Course Title Teaching Schedule Credits L T P Total

Fifth Semester 1 CET-301 Structural Analysis-III 3 2 - 5 4 2 CET-303 Design of Concrete Structures-I 4 2 - 6 5 3 CET-305 Hydrology 3 2 - 5 4 4 CET-307 Geotechnology-I 3 2 - 5 4 5 CET-309 Water Supply and Treatment 3 1 - 4 3.5 6 HUT-301 Business Management 3 1 - 4 3.5 7 CET-311 Environmental Engineering (P) - - 2 2 1 8 CET-313 Concrete Lab(P) - - 2 2 1 9 CET-315 Geotechnology (P) - - 2 2 1

10 CET-317 Survey Camp - - - - 3 Total 19 10 6 35 30

 

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Sr. No.

Code Course Title Teaching Schedule

Credits

L T P Total Sixth Semester

1 CET-302 Design of Steel Structures-II 3 - 2 5 4 2 CET-304 Irrigation Engineering-I 3 2 - 5 43 CET-306 Water Resources & Systems Engineering 3 2 - 5 4 4 CET-308 Geotechnology-II 3 2 - 5 4 5 CET-310 Transportation Engineering-I 3 1 - 4 3.5 6 CET-312 Project Planning & Management 3 1 - 4 3.5 7 CET-314 Transportation Engineering-I (P) - - 2 2 1 8 CET-316 Structural Mechanics-II(P) - - 2 2 1 9 CET-318 Computer Applications (P) - - 3 3 1

10 CET-320 Seminar - 1 - 1 0.5 Total 18 9 8 35 26.5

Sr. No.

Code Course Title Teaching Schedule Credits L T P Total

Seventh Semester 1 CET-401 Design of Concrete Structures-II 4 - - 4 4 2 CET-403 Industrial Waste Water Treatment 3 1 - 4 3.53 CET-405 Transportation Engineering-II 3 1 - 1 3.5 4 CET-407 Sewerage & Sewage Treatment 2 1 - 3 2.5 5 CET-409 Concrete Structures-II(Drg,) - - 3 3 1.5 6 CET-411 Environmental Engineering-II (P) - - 3 3 1

Departmental Elective 7 CET-413 Elements of Earthquake EngineeringOR 3 1 - 4 3.5 8 CET-415 Rock Mechanics OR 9 CET-417 Advanced Traffic Engineering OR

10 CET-439 Rural Water Supply & SanitationOR 11 CET-441 River Mechanics & Flood Control

Open Elective 12 CET-419

to CET-425

Any one subject from the subjects listed in the attachment

3 1 - 4 3.5

Project I 13 CET-427 Geotechnical Engineering OR - - 4

(2)*

4 (2)*

9 14 CET-429 Transportation Engineering OR 15 CET-431 Environmental Engineering OR 16 CET-435 Water Resources Engineering OR 17 CET-437 Structural Engineering OR 18 CET-445 Geoinformatics 19 CET-433 Practical Training Report - - - - 3 20 CET-443 Seminar - 1 - 1 1

Total 18

5 8(6)*

31(29)*

36

 

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Sr. No.

Code Course Title Teaching Schedule Credits L T P Total

Eighth Semester 1 CET-402 Bridge Engineering 3 1 - 4 3.5 2 CET-404 Railway & Airport Engineering 3 1 - 4 3.5 3 CET-406 Irrigation Engineering-II 3 1 - 1 3.5 4 CET-408 Estimation & Accounts - - 2 2 1.5

Departmental Elective II 5 CET-410 Ground Water Engineering OR 3 2 - 5 4 6 CET-412 Environmental Impact

Assessment OR 7 CET-442 Geosynthetics Engineering OR 8 CET-444 Transportation Planning OR9 CET-446 Introduction to FEM OR

10 CET-448 Advanced Engineering Geology Open Elective II

11 Environmental Studies 4 - - 4 3.5 12 CET-422 Transportation Engg.-II(P) - - 2 2 1 13 CET-424 Irrigation Engineering, Design

and Drawing (P) - - 2 2 1.5

Project II 14 CET-426 Structural Engineering OR - - 4

(2)* 4

(2)* 3

15 CET-428 Water Resource Engineering OR

16 CET-436 Geotechnical Engineering OR 17 CET-438 Environmental Engineering OR 18 CET-440 Transportation Engineering OR 19 CET-450 Geoinformatics 20 CET-432 Comprehensive Viva-Voce - - - - 3 21 CET-434 General Fitness & Professional

Aptitude - - - - 3

Total 16 3 12(10)* 29(27)* 37 * teaching load LIST OF OPEN ELECTIVE-I FOR VII SEMESTER Sr. Course No. Name of Subject Remarks 1. CET-419 Hydro Electric Power Development 2. CET-421 Concrete Technology 3. CET-423 Environmental Engg. 4. CET-425 Machine Foundations 5. COT-471 Fundamentals of Software Engg. 6. COT-473 Fundamentals of Database Systems 7 COT-475 Fundamentals of Computer Hardware Technologies 8. COT-477 Artificial Intelligence 9. ET-461 Non-Conventional Energy Sources 10. ET-463 System Modeling and Control Only for C and M 11. ET-465 Fault Tolerance and Reliability Engg. 12. ET-467 Illumination Engg. 13. ET-469 Microprocessors and Applications Only for C and M 14. ET-431 Transducers and Applications Only for C and M 15. ECT-431 e-Business 16. ECT-433 Radio and TV Engineering

 

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17. ECT-435 Acoustic Engineering 18. ECT-437 Measurement Systems 19. ECT-439 Basic Communications Engg. 20. MET-429 Industrial Robotics 21. MET-431 Cryogenic Engg. 22. MET-433 Industrial Noise and Control 23. MET-435 Computer graphics and product Design 24. MET-437 Piping Engg. 25. MET-439 Process Equipment Design 26. MET-441 Industrial Engg. And Organization Not for M. 27. CHT-463 Metals and Alloys 28. HuE-461 Modern Trends in Management 29. HuE-463 Industrial Social Responsibility 30. HuE-467 Development and Planning in Indian Economy 31. HuE-475 Advance Communication Skills in English 32. MaE-467 Advanced Mathematics-I 33. PhE-465 Lasers 34. PhE-467 Ultrasonics

 

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LIST OF OPEN ELECTIVE-II FOR VIII SEMESTER Sr. Course No. Name of Subject Remarks 1. CET-414 River mechanics & Flood Control 2. CET-416 Geosynthetics Engg. 3. CET-418 Introduction to Finite Element Method 4. CET-420 Transport Planning 5. COT-472 Fundamentals of Operating Systems 6. COT-474 Fundamentals of Computer Networks 7. COT-476 Object Oriented Software Engg. 8. COT-478 Expert Systems 9. COT-480 Security and Cryptography 10. ET-462 Energy Management and Conservation ( All except E) 11. ET-464 Robotic Dynamics and Control 12. ET-466 Reliability Centered Maintenance 13. ET-468 Process Instrumentation & Control 14. ET-470 ANNs and Fuzzy logic 15. ET-472 Control and Guidance 16. ET-474 Artificial Intelligence and Expert Systems 17. ECT-436 IC Fabrication Processes 18. ECT-438 Op-amp Applications 19. ECT-440 Theory and Application of DSP 20. ECT-442 Mobile Communication 21 MET-428 Non-Conventional Energy Systems 22. MET-430 Value Engg. 23. MET-432 Pneumatics & Hydraulics Control 24. MET-434 Material Handling 25. MET-436 Computer Modeling & Software Engg. 26. MET-438 Air Pollution and its Control 27. ChT-464 Polymer Technology 28. HuE-462 Entrepreneurship 29. Hue-464 Human Resource Management 30. * *Intellectual Property Rights 31. MaE-468 Advanced Mathematics-II 32. PhE-468 Non-Destructive Testing 33. PhE-470 Transducers & their Applications (‘*’ Subject to the final approval of BOS AS & Hum.)

 

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B.Tech (UG) Syllabus

CET-201 STRUCTURAL ANALYSIS-I CC 3 2 0 4

Internal:50 Marks End Term: 50 Marks Total:100 Marks Pre-requisites: Knowledge of rigid body mechanics Corse Outcome: After the completion of the course, students are able: CO1 To define and evaluate the different kinds of stresses and strains by

analytical as well as graphical methods. CO2 To study the buckling behavior of the axially and transversely loaded beam-

columns and its analyses. CO3 To define and reason about fundamental structural concepts such as

shear force, bending moment relations, functions. To draw Shear force and Bending Moment Diagrams for determinate beams.

CO4 To analysis the three hinge arches. CO5 To evaluate deflections of different types of beams. CO6 Determine the static indeterminacy and kinematic indeterminacy of

trusses and to analyse the trusses by using methods of joints or method of sections.

Detailed Syllabus: 1. Analysis of stresses and strains:

Analysis of simple states of stresses and strains, elastic constraints, bending stresses, theory of simple bending, flexure formula, combined stresses in beams, shear stresses, Mohr's circle, Principle stresses and strains, torsion in shafts and closed thin walled sections, stresses and strains in cylindrical shells and spheres under internal pressure.

2. Theory of Columns: Slenderness ratio, end connections, short columns, Euler's critical buckling loads, eccentrically loaded short columns, cylinder columns subjected to axial and eccentric loading.

3. Bending moment and shear force in determinate beams and frames: Definitions and sign conventions, axial force, shear force and bending moment diagrams.

4. Three hinged arches: Horizontal thrust, shear force and bending moment diagrams.

5. Deflections in beams: Introduction, slope and deflections in beams by differential equations, moment area method and conjugate beam method, unit load method, principle of virtual work, Maxwell's Law of Reciprocal Deflections, Williot’s Mohr diagram

6. Analysis of statically determinate trusses: Introduction, various types, stability, analysis of plane trusses by method of joints and method of sections, analysis of space trusses using tension coefficient method.

 

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References:

1. Strength of Materials Part-I, S.Timoshenko, Affiliated East-West Press, New .Delhi

2. Mechanics of Materials, Popov Nagarjan & Lu, Prentice Hall of India, New Delhi

3. Mechanics of Solids, Prasad, V. S. Gakgotia Pub., New Delhi. 4. Elementary Structural Analysis, Jain, A. K., Nem Chand & Bros, Roorkee. 5. Elementary Struictural Analysis, Wibur & Nooris, McGraw Hill Book Co.,

Newyork. 6. Structural Analysis, Bhavikatti,S.S.,Vikas Pub.House,N.Delhi. 7. Timoshenko and Gere, Mechanics of Materials, CBS Publishers, New Delhi,

1996. 8. S.B.Junarkar and H.J.Shah, Mechanics of Structures, Charotar Publishers,

Anand, 1998. 9. Beer and Johnston, Mechanics of Materials, McGraw Hill International Edition,

1995. 10. E.P.Popov, Engineering Mechanics of Solids, Prentice Hall of India Pvt. Ltd.,

1998.

 

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CET-203 BUILDING CONSTRUCTION,

MATERIALS & DRAWING CC 3 0 2 5

Internal:50 Marks End Term: 50 Marks Total:100 Marks Pre-requisites: None Corse Outcome: On completion of the course, the students will be: CO1 Able to identify the various building materials with symbols. CO2 Able to identify the properties of building materials. CO3 Made acquainted with the manufacturing process of basic construction

materials. CO4 Made acquainted with the masonry construction and finishes CO5 Aware of building services, acoustics, DPC, etc. Syllabus: A. CONSTRUCTION 1. Masonry Construction:

Introduction, various terms used, stone masonry-Dressing of stones, Classifications of stone masonry, safe permissible loads, Brick masonry-bonds in brick work, laying brick work, structural brick work-cavity and hollow walls, reinforced brick work, Defects in brick masonry, composite stone and brick masonry, glass block masonry.

2. Cavity and Partition Walls: Advantages, position of cavity, types of non-bearing partitions, constructional details and precautions, construction of masonry cavity wall.

3. Foundation: Functions, types of shallow foundations, sub-surface investigations, geophysical methods, general feature of shallow foundation, foundations in water logged areas, design of masonry wall foundation, introduction to deep foundations i.e. pile and pier foundations.

4. Damp-Proofing and Water-Proofing:

Defects and causes of dampness, prevention of dampness, materials used, damp-proofing treatment in buildings, water proofing treatment of roofs including pitched roofs.

5. Roofs and Floors: Types of roofs, various terms used, roof trusses-king post truss, queen post truss etc. Floor structures, ground, basement and upper floors, various types of floorings.

6. Doors and Windows: Locations, sizes, types of doors and windows, fixures and fastners for doors and windows.

7. Acoustics, Sound Insulation and Fire Protection: Classification, measurement and transmission of sound, sound absorber, classification of absorbers, sound insulation of buildings, wall construction and accoustical design of auditorium, fire-resisting properties of materials, fire resistant construction and fire protection requirements for buildings.

 

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MATERIALS 1. Stones:

Classification, requirements of good structural stone, quarrying, blasting and sorting out of stones, dressing, sawing and polishing, prevention and seasoning of stone.

2. Brick and Tiles: Classification of bricks, constituents of good brick earth, harmful ingredients, manufacturing of bricks, testing of bricks. Tiles: Terra-cotta, manufacturing of tiles and terra-cotta, types of terra-cotta, uses of terra-cotta.

3. Limes, Cement and Mortars: Classification of lime, manufacturing, artificial hydraulic lime, pozzolona, testing of lime, storage of lime, cements composition, types of cement, manufacturing of ordinary Portland cement, testing of cement, special types of cement, storage of cement. Mortars: Definition, proportions of lime and cement mortars, mortars for masonry and plastering.

4. Timber: Classification of timber, structure of timber, seasoning of timber, defects in timber, fire proofing of timber, plywood, fiberboard, masonite and its manufacturing, important Indian timbers.

5. Ferrous and Non-Ferrous Metals: Definitions, manufacturing of cast iron, manufacturing of steel from pig iron, types of steel, marketable form of steel, manufacturing of aluminium and zinc.

6. Paints and Varnishes: Basic constituents of paints, types of paints, painting of wood, constituents of varnishes, characteristics and types of varnishes.

7. Plastic: Definition, classification of plastics, composition and raw materials, manufacturing, characteristics and uses, polymerisation, classification, special varieties.

C. DRAWINGS 1. Typical drawings of:

a) Cavity Wall b) Bonds in brick work c) Grillage foundation

2. Preparation of building drawing mentioning its salient featutres including the following details:

a) Ground floor plan b) Two Sectional Elevations c) Front and Side Elevations d) Plan and Sectional Elevation of stair case, doors/ windows/

ventilators, floor and roof. References:

1. Building Construction, Sushil Kumar, Standard Pub., N. Delhi 2. Building Material, Rangawala 3. Construction Engineering, Y.S. Sane

 

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4. Building Construction, Gurcharan Singh, Standard Pub., N. Delhi. 5. Civil engineering Materials and Construction Practices by R.K. GUPTA, Jain

Brothers, (New Delhi). 6. Civil engineering Materials by Tech. Teachers Training Institute, Tata Mc

Graw Hill (1992).

 

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CET-205 FLUID MECHANICS-I CC 3 2 0 4

Internal:50 Marks End Term: 50 Marks Total:100 Marks Pre-requisites: - Knowledge of rigid body mechanics Corse Outcome: On completion of the course, the students will be able to: CO1 Solve numerical problems related to pressure measuring instruments,

identifying and solving forces on submerged and floating bodies. CO2 Use conservation of mass principle and its application in various

engineering disciplines including its importance in civil engineering. CO3 Apply fundamental to practical application of Bernoulli’s equation and

principles in various disciplines including pressure variation study in atmospheric science.

CO4 Analyze momentum fluxes through a control volume and hence calculates forces in moving fluids.

CO5 Apply conservation laws for mass, momentum and mechanical energy in combination to control volumes in ideal fluids and hence calculate hydraulic and energy grade lines.

Syllabus: 1. Introduction:

Fluid properties, mass density, specific weight, specific volume and specific volume and specific gravity, surface tension, capillarity, pressure inside a droplet and bubble due to surface tension, compressibility viscosity, Newtonian and Non-newtonian fluids, real and ideal fluids.

2. Kinematics of Fluid Flow: Stready & unsteady, uniform and non-uniform, laminar & turbulent flows, one, two & three dimensional. flows, stream lines, streak lines and path lines, continuity equation in differential form, rotation and circulation, elementary explanation of stream function and velocity potential, rotational and irrotational flows, graphical and experimental methods of drawing flownets.

3. Fluid Statics: Pressure-density-height relationship, gauge and absolute pressure, simple differential and sensitive manometers, two liquid manometers, pressure on plane and curved surfaces, center of pressure, Buoyancy, stability of immersed and floating bodies, determination of metacentric height, fluid masses subjected to uniform acceleration, free and forced vortex.

4. Dynamic of Fluid Flow: Euler's equation of motion along a streamline and its integration, limitation of Bernouli's equation, Pitot tubes, venturimeter, Orficemeter, flow through orifices & mouth pieces, sharp crested weirs and notches, aeration of nappe.

5. Boundary layer analysis: Boundary layer thickness, boundary layer over a flat plate, laminar boundary layer, turbulent boundary layer, laminar sub-layer, smooth and rough boundaries, local and average friction coefficient, separation and its control.

6. Dimensional Analysis and Hydraulic Similude: Dimensional analysis, Buckinghum theorem, important dimensionless numbers and their significance, geometric, kinematic and dynamic similarity, model studies, physical modeling, similar and distorted models.

 

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References:

1. Hydraulic and Fluid Mechanic by P.N.Modi & S.M.Seth 2. Introduction to Fluid Mechanics by Robert W.Fox & Alan T.McDonald 3. Fluid Mechanics Through Problems by R.J.Garde 4. Engineering Fluid Mechanics by R.J.Garde & A.G.Mirajgaoker

 

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CET-207 SURVEYING-I CC 3 1 0 3.5

Internal:50 Marks End Term: 50 Marks Total:100 Marks Pre-requisites: None Corse Outcome: On completion of the course, the students will be able to: CO1 Understand the use of three basic surveying tools: the tape, the level, and

the compass. CO2 Apply geometric and trigonometric principles to basic surveying calculations.CO3 Efficient in keeping accurate, legible and complete notes in a well-prepared

field book. CO4 Understand field procedures in the basic types of surveys, and the

responsibilities of a surveying team. CO5 Acquire an awareness of the limitations of the basic surveying instruments

and the possible errors that could arise. CO6 Understand the different methods of calculation of areas and volumes of an

irregular boundaries. CO7 Understand the different methods of calculation of heights and distances

using angular measurements. CO8 Set out the curve by linear and angular methods with proper office and field

work. Syllabus: 1. Fundamental Principles of Surveying:

Definition, objects, classification, fundamental principles, methods of fixing stations.

2. Measurement of distances: Direct measurement, instruments for measuring distance, instruments for making stations, chaining of line, errors in chaining, tape corrections examples.

3. Compass and Chain Traversing: Methods of traversing, instruments for measurement of angles-prismatic and surveyor's compass, bearing of lines, local attraction, examples.

4. Leveling: Definition of terms used in leveling, types of levels and staff, temporary adjustment of levels, principles of leveling, reduction of levels, booking of staff readings, examples, contouring, characteristics of contours lines, locating contours, interpolation of contours.

5. Theodolite and Theodolite Traversing: Theodolites, temporary adjustment of theodolite, measurement of angles, repetition and reiteration method, traverse surveying with theodolite, checks in traversing, adjustment of closed traverse, examples.

6. Plane Table Surveying: Plane table, methods of plane table surveying, radiation, intersection, traversing and resection, two point and three point problems.

 

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7. Tacheometry: Uses of tacheometry, principle of tacheometric surveying, instruments used in tacheometry, systems of tacheometric surveying-stadia system fixed hair method, determination of tacheometric constants, tangential systems, examples.

8. Curves: Classification of curves, elements of simple circular curve, location of tangent points-chain and tape methods, instrumental methods, examples of simple curves. Transition Curves-Length and types of transition curves, length of combined curve, examples. Vertical Curves: Necessity and types of vertical curves.

References:

1. Surveying Vol.I by B.C.Punmia 2. Surveying Vol.I by T.P.Kanitkar 3. Chandra A. M., Higher Surveying, New Age International Publishers, 2007. 4. Chandra A. M., Plane Surveying, New Age International Publ., 2007. 5. Charles D Ghilani, Paul R Wolf., Elementary Surveying, Prentice Hall, 2012.

 

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CET-209 ENGINEERING GEOLOGY CC 3 1 0 3.5

Internal:50 Marks End Term: 50 Marks Total:100 Marks Pre-requisites: None Corse Outcome: On completion of the course, the students shall be able to:

CO1 Understand the interior structure of the earth and seismological evidences.

CO2 Identify various landforms which are created by geological agents like wind, river, glaciers, volcanoes and earthquake.

CO3 Recognize various types of minerals with physical properties, rocks with their textures, structures and origin. Also use of common building stones.

CO4 Understand geological structure like folds, faults, joints, unconformity etc. knowledge of which is very essential in the design and construction of dams, tunnels etc.

CO5 Understand surface and subsurface strata, the sources and zones of ground water.

Syllabus: 2. Introduction:

Definition, object, scope and sub division of geology, geology around us. The interior of the earth. Importance of geology in Civil Engineering projects.

3. Physical Geology: The external and internal geological forces causing changes, weathering and erosion of the surface of the earth. Geological work of ice, water and winds. Soil profile and its importance. Earthquakes and volcanoes.

4. Mineralogy and Petrology: Definition and mineral and rocks. Classification of important rock forming minerals, simple description based on physical properties of minerals. Rocks of earth surface, classification of rocks. Mineral composition, Textures, structure and origin of Igneous, Sedimentary and Metamorphic rocks. Aims and principles of stratigraphy. Standard geological/stratigraphical time scale with its sub division and a short description based on engineering uses of formation of India.

4. Structural Geology: Forms and structures of rocks. Bedding plane and outcrops, Dip and Strike. Elementary ideas about fold, fault, joint and unconformity and recognition on outcrops. Importance of geological structures in Civil Engineering projects.

5. Applied Geology: Hydrogeology, water table, springs and Artesian well, aquifers, ground water in engineering projects. Artificial recharge of ground water, Elementary ideas of geological investigations. Remote sensing techniques for geological and hydrological survey and investigation. Uses of geological maps and interpretation of data, geological reports.

6. Suitability and stability of foundation sites and abutments: Geological condition and their influence on the selection, location, type and design of dams, reservoirs, tunnels, highways, bridges etc. Landslides and Hillslope stability.

 

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7. Improvement of foundation rocks: Precaution and treatment against faults, joints and ground water, retaining walls and other precautions.

8. Geology and environment of earth. References:

1. A Text Book of Geology by P.K.Mukherjee 2. Physical and General Geology by S.K.Garg 3. Engineering and General Geology by Prabin Singh 4. Introduction of Physical Geology by A.Holmes.

 

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MAT-201 ENGINEERING GEOLOGY BSC 3 1 0 3.5

Internal:50 Marks End Term: 50 Marks Total:100 Marks Pre-requisites: Knowledge of Mathematics-I and Mathematics-II Corse Outcome: On completion of the course, the students shall be able to:

CO1 Use the finite difference method, different interpolation methods for getting the solution for the engineering problems

CO2 Apply principles of vector differential and integral calculus to the analysis of engineering problems.

CO3 Use matrix algebra with its specific rules to solve the system of linear equations and getting the solution for the differential equations

CO4 Understand and apply the concept of probability distribution and sampling theory to engineering problems.

CO5 Identify, formulate and solve engineering problems. Syllabus: Part-A: FINITE DIFFERENCES AND DIFFERENCE EQUATIONS 1. Finite Differences:

Finite differences, Difference operators, Newton's forward and backward interpolation formulae, Bessel’s formula and Stirling’s formula, Lagrange’s interpolation formula for unequal intervals, Numerical differentiation. Numerical Integration: Newton-cote’s quadrature formula (Trapezoidal rule, Simpason’s 1/3 and 3/8 rule), Gaussian quadrature formula. 2. Difference Equations:

Formation of difference equations, solution of linear difference quations. Part-B: NUMERICAL METHODS WITH PROGRAMMING 1. Numerical Solution of algebraic and transcendental Equations:

Bisection method, Rcgula-FaIsi method, Newton Raphson method. Secant

method.

2. Solution of Linear Simultaneous Equations: Gauss elimination method, Gauss-Jordan method, Crouts triangularisation method, Jacobi’s iteration method, Gauss-seidal iteration method.

3. Numerical solution of ordinary differential equations: Picard’s method, Ruler’s method, Runge-Kutta method, Milne’s predictor-

corrector method, Adams-Bashforth method.

Part-C

1. Statistical Methods: Method of Least Square and curve fitting, Correlation, Coefficient of Correlation, Rank correlation Regression and lines of Regression, Binomial

 

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distribution, Poisson distribution and Normal distribution with their properties and applications.

2. Operational Research: Linear programming problems formulation. Solving linear programming problems using i) Graphical mejthods ii) Simplex method iii) Dual Simplex method.

Note to Paper Setter:

Set 9 questions in all, 3 from each part. Candidates have to attempt 5 questions selecting, atleast 1 question from each part. References: 1. Numerical Methods for Engineers : Steven C. Chapra 2. Numerical Mathematical Analysis : James B. Scarborough 3. Mathematical Analysis in Engineering : Chang C. Mei 4. Statistical Theory with Engineering Application : A. Hald 5. Mathematical Statistics : C. E. Weatherburn 6. Operational Research : H. A. Taha 7. Higher Engineering Mathematics : B. S. Grewal

 

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CET-211 STRUCTURAL MECHANICS-I (P) CC 0 0 2 1

Internal:60 Marks End Term: 40 Marks Total:100 Marks

Pre-requisites: Knowledge of Structural Analysis-I Corse Outcome: On completion of the course, the students shall be able to:

CO1 Verification of reciprocal theorem and moment area theorem CO2 Analysis of truss and curved members CO3 Analysis of three hinge arches CO4 Determine elastic properties of beam and analysis of struts CO5 Tension test for steel and compression test for concrete

Syllabus:

1. Verification of reciprocal theorem of deflection using a simply supported beam.

2. Verification of moment area theorem for slopes and deflections of the beam. 3. Deflections of a truss- horizontal deflections & vertical deflections of various

joints of a pin- jointed truss. 4. Elastic displacements (vertical & horizontal) of curved members. 5. Experimental and analytical study of 3 hinged arch and influence line for

horizontal thrust. 6. Experimental and analytical study of behaviour of struts with various end

conditions. 7. To determine elastic properties of a beam. 8. Uniaxial tension test for steel (plain & deformed bars) 9. Uniaxial compression test on concrete & bricks specimens.

 

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CET-213 FLUID MECHANICS-I (P) CC 0 0 2 1

Internal:60 Marks End Term: 40 Marks Total:100 Marks Pre-requisites: Knowledge of Fluid Mechanics-I Corse Outcome: On completion of the course, the students shall be able to:

CO1 Apply dimensional analysis for design of experimental procedures CO2 Calibrate flow measuring devices used in pipes, channels and tanks CO3 Determine fluid and flow properties CO4 Characterize laminar and turbulent flows

Syllabus:

1. To determine metacentric height of the ship model. 2. To verify the Bernoulli's theorem. 3. To determine coefficient of discharge for an Orificemeter. 4. To determine coefficient of discharge of a venturimeter. 5. To determine the various hydraulic coefficients of an Orifice (Cd,Cc,Cv). 6. To determine coefficient of discharge for an Orifice under variable head. 7. To calibrate a given notch. 8. To determine coefficient of discharge for a mouth piece. 9. Drawing of a flownet by Viscous Analogy Model and Sand Box Model. 10. To study development of boundary layer over a flat plate. 11. To study velocity distribution in a rectangular open channel. 12. Velocity measurements by current meter, float, double float (demonstration

only). 13. Experiment on Vortex formation (demonstration only).

 

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CET-215 SURVEYING -I (P) CC 0 0 3 1.5

Internal:60 Marks End Term: 40 Marks Total:100 Marks Pre-requisites: Knowledge of Surveying-I Corse Outcome: On completion of the course, the students shall be able to:

CO1 Conduct survey and collect field data CO2 Prepare field notes from survey data CO3 Interpret survey data and compute areas and volumes

Syllabus: 1. Chain surveying: Chaining and chain traversing. 2. Compass traversing. 3. Plane tabling: methods of plane table surveying, two point & three point

problems. 4. Leveling: Profile leveling and plotting of longitudinal section and cross

sections.y leveling. Permanent adjustment of level. a. Reciprocal leveling. b. Contouring and preparation contour map.

5. Use of tangent clinometer.

 

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CET-202 STRUCTURAL ANALYSIS-II CC 3 2 0 4

Internal:50 Marks End Term: 50 Marks Total:100 Marks Pre-requisites: Knowledge of Structural Analysis-I Corse Outcome: On completion of the course, the students shall be able to:

CO1 To understand the concept of static and kinematic indeterminacy (degrees of freedom) of the structures such as beams & rigid pin jointed frames.

CO2 To understand the concepts/ broad methods, sub-methods involved in the analysis of indeterminate structures.

CO3 To apply these methods for analyzing the indeterminate structures to evaluate the response of such structures in the form of bending moment, shear force, axial force etc.

CO4 To study the analyses of two hinged arches. CO5 Analyse the cable bridges, suspension bridges and two hinged stiffening

Girder Syllabus: 1 Statically Indeterminate Structures:

Introduction, Static and Kinematic Indeterminacies, Castigliano's theorems, Strain energy method, Analysis of frames with one or two redundant members using Castigliano's 2nd theorem.

2 Slope deflection and moment Distribution Methods: Analysis of continuous beams & portal frames, Portal frames with inclined members.

3 Column Analogy Method: Elastic centre, Properties of analogous column, Applications to beam & frames.

5. Analysis of Two hinged Arches: Parabolic and circular Arches, Bending Moment Diagram for various lodings, Temperature effects, Rib shortening, Axial thrust and Radial Shear force diagrams.

6. Unsymmetrical Bending Introduction Centroidal principal axes of sections, Bending stresses in beam subjected to unsymmetrical bending, shear centre, shear centre for channel, Angles and Z sections.

7. Cable and suspension Bridges: Introduction, uniformly loaded cables, Temperature stresses, three hinged stiffening Girder and two hinged stiffening Girder.

References:

1. Statically Indeterminate Structures, C.K. Wang, McGraw Hill Book Co., New York.

2. Advanced Structural Analysis, A.K. Jain, Nem Chand & Bros., Roorkee. 3. Indeterminate Structures, R.L. Jindal, S. Chand & Co., New Delhi. 4. Theory of Structures, Vol. I, S.P. Gupta & G.S.Pandit, Tata McGraw Hill, New

Delhi.

 

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CET-204 DESIGN OF STEEL

STRUCTURES-I CC 4 0 2 4

Internal:50 Marks End Term: 50 Marks Total:100 Marks

Pre-requisites: Knowledge of Structural Analysis-I Corse Outcome: On completion of the course, the students shall be able to:

CO1 Design Tension Members, Lug Angles and Splices. CO2 Design Compression Members, Built-Up Compression Members. CO3 Design a Welded and Riveted connection. CO4 Design Plate Girders and Gantry Girders. CO5 Design Roof trusses, Purlin, joints and end bearings of Steel Structures.

Syllabus: 1. Introduction:

Properties of structural steel. I.S.Rolled sections and I.S. specification. 2. Connections:

Importance, various types of connections, simple and moment resistant, riveted, bolted and welded connections.

3. Design of Tension Members: Introduction, types of tension members, net sectional areas, design of tension members, lug angles and splices.

4. Design of Compression Members: Introduction, effective length and slenderness ratio, various types of sections used for columns, built up columns, necessity, design of built up columns, laced and battened columns including the design of lacing and battens, design of eccentrically loaded compression members.

5. Column Bases and Footings: Introduction, types of column bases, design of slab base and gussested base, design of gussested base subjected to eccentrically loading, design of grillage foundations.

6. Design of Beams: Introduction, types of sections, general design criteria for beams, design of laterally supported and unsupported beams, design of built up beams, web buckling, web crippling and diagonal buckling.

7. Gantry Girders: Introduction, various loads, specifications, design of gantry girder.

8. Plate Girder: Introduction, elements of plate girder, design steps of a plate girder, necessity of stiffeners in plate girder, various types of stiffeners, web and flange splices (brief introduction), Curtailment of flange plates, design beam to column connections: Introduction, design of framed and seat connection.

DRAWINGS: 1. Structural drawings of various types of welded connections (simple and

eccentric) 2. Beam to column connections (framed & seat connections) 3. Column bases- slab base, gussested base and grillage foundation. 4. Plate girder. 5. Roof truss.

References:

 

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1. Design of steel structures, A.S.Arya & J.L.Ajmani, Nem chand & Bros., Roorkee.

2. Design of steel structures, M.Raghupati, TMH Pub., New Delhi. 3. Design of steel structures, S.M.A.Kazmi & S.K.Jindal, Prentice Hall, New

Delhi. 4. Design of steel structures, S.K.Duggal, TMH Pub., New Delhi. 5. Design of Steel Structures – Duggal. 6. Design of Steel structures – Bhavikatti S S. 7. IS-800-2007.

 

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CET-206 FLUID MECHANICS-II CC 3 2 0 4

Internal:50 Marks End Term: 50 Marks Total:100 Marks

Pre-requisites: Knowledge of Fluid Mechanics-I Corse Outcome: On completion of the course, the students shall be able to: CO1 Concept of Types of flows, Type of channels, Velocity distribution, and

Energy and momentum correction factors, Chezy’s, Manning’s and Bazin formulae for uniform flow.

CO2 The analysis of Specific energy, critical depth, computation of critical depth, critical sub-critical and super critical flows can be understood.

CO3 Non uniform flow-Dynamic equation for G.V.F., Mild, Critical, Steep, horizontal and adverse slopes, surface profiles, direct step method can be learnt.

CO4 Layout of a typical Hydropower installation, Heads and efficiencies can be solved and implemented real time problems.

CO5 Concept of classification of turbines- Pelton wheel, Francis turbine and Kaplan turbine working, working proportions can be studied.

CO6 The formulation of velocity triangles at inlet and outlet, expressions for work done and efficiency, Angular momentum principle, Applications to radial flow turbines.

Syllabus: 1 Laminar Flow:

Navier Stoke's equation, Laminar flow between parallel plates, Couette flow, laminar flow through pipes-Hagen Poiseuille law, laminar flow around a sphere-Stokes'law.

2 Flow through pipes: Types of flows-Reynold's experiment, shear stress on turbulent flow, boundary layer in pipes-Establishment of flow, velocity distribution for turbulent flow in smooth and rough pipes, resistance to flow of fluid in smooth and rough pipes, Stanton and Moody's diagram. Darcy's weisbach equation, other energy losses in pipes, loss due to sudden expansion, hydraulic gradient and total energy lines, pipes in series and in parallel, equivalent pipe, branched pipe, pipe networks, Hardy Cross method, water hammer.

3 Drag and Lift: Types of drag, drag on a sphere, flat plate, cylinder and airfoil, development of lift on immersed bodies like circular cylinder and airfoil.

4 Open Channel Flow:

Type of flow in open channels, geometric parameters of channel section, uniform flow, most economical section (rectangular and trapezoidal), specific energy and critical depth, momentum in open channel, specific force, critical flow in rectangular channel, applications of specific energy and discharge diagrams to channel transition, metering flumes, hydraulic jump in rectangular channel, surges in open channels, positive and negative surges, gradually varied flow equation and its integration, surface profiles.

 

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5 Compressible flow: Basic relationship of thermodynamics continuity, momentum and energy equations, propagation of elastic waves due to compression of fluid, Mach number and its significance, subsonic and supersonic flows, propagation of elastic wave due to disturbance in fluid mach cone, stagnation pressure.

6 Pumps and Turbines: Reciprocating pumps, their types, work done by single and double acting pumps. Centrifugal pumps, components and parts and working, types, heads of a pump-statics and manometric heads,. Force executed by fluid jet on stationary and moving flat vanes., Turbines-classifications of turbines based on head and specific speed, component and working of Pelton wheel and Francis turbines, cavitation and setting of turbines.

References:

1. Hydraulics & Fluid Mechanics by P.N.Modi and S.M.Seth 2. Flow in Open Channels by S.Subraminayam 3. Introduction to Fluid Mechanics by Robert N.Fox & Alan T.Macnold 4. Chow V.T. Open Channel Hydraulics, Blackburn Press , 2009. 5. Franck M White, Fluid Mechanics, Tata McGraw Hill Publications 2011. 6. Robert W. Fox Ogukuo H. Orutcgardm Alan T. Mc Donald, Introduction to

Fluid Mechanics, Student Edition 7th Wiley India Edition, 2011.

 

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CET-208 SOIL MECHANICS CC 3 2 0 4

Internal:50 Marks End Term: 50 Marks Total:100 Marks Pre-requisites: Knowledge of Engineering Geology Corse Outcome: On completion of the course, the students shall be able to: CO1 Able to understanding the formation and structure of soils. CO2 Able to understanding the index properties of soil CO3 Able to understanding the permeability of soils and factors affecting

permeability CO4 Able to understanding the concept of seepage CO5 Able to understanding Mechanism of compaction, factors affecting, and

effects of compaction on soil properties CO6 Able to understanding the knowledge of consolidation of soils CO7 Able to understanding stress distribution in soils for point loads and areas of

different shapes CO8 Able to understanding the shear strength of soils and shear strength of

sands Syllabus: 1. Soil Formation and Composition

Introduction, soil and rock, Soil Mechanics and Foundation Engineering, origin of soils, weathering, soil formation, major soil deposits of India, particle size, particle shape, interparticle forces, soil structure, principal clay minerals.

2. Basic Soil Properties Introduction, three phase system, weight-volume relationships, soil grain properties, soil aggregate properties, grain size analysis, sieve analysis, sedimentation analysis, grain size distribution curves, consistency of soils, consistency limits and their determination, activity of clays, relative density of sands.

3. Classification of soils Purpose of classification, classification on the basis of grain size, classification on the basis of plasticity, plasticity chart, Indian Standard Classification System.

4. Permeability of Soils Introduction, Darcy's law and its validity, discharge velocity and seepage velocity, factors affecting permeability, laboratory determination of coefficient of permeability, determination of field permeability, permeability of stratified deposits.

5. Effective Stress Concept Principle of effective stress, effective stress under hydrostatic conditions, capillary rise in soils, effective stress in the zone of capillary rise, effective stress under steady state hydro-dynamic conditions, seepage force, quick condition, critical hydraulic gradient, two dimensional flow, Laplace's equation, properties and utilities of flownet, graphical method of construction of flownets, piping, protective filter.

6. Compaction Introduction, role of moisture and compactive effect in compaction, laboratory determination of optimum moisture content, moisture density relationship,

 

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compaction in field, compaction of cohesionless soils, moderately cohesive soils and clays, field control of compaction.

7. Vertical Stress Below Applied Loads Introduction, Boussinesq's equation, vertical stress distribution diagrams, vertical stress beneath loaded areas, Newmark's influence chart, approximate stress distribution methods for loaded areas, Westergaard's analysis, contact pressure.

8. Compressibility and Consolidation Introduction, components of total settlement, consolidation process, one-dimensional consolidation test, typical void ratio-pressure relationships for sands and clays, normally consolidated and over consolidated clays, Casagrande's graphical method of estimating pre-consolidation pressure, Terzaghi's theory of one-dimensional primary consolidation, determination of coefficients of consolidation, consolidation settlement, Construction period settlement, secondary consolidation.

9. Shear Strength Introduction, Mohr stress circle, Mohr-Coulomb failure-criterion, relationship between principal stresses at failure, shear tests, direct shear test, unconfined compression test, triaxial compression tests, drainage conditions and strength parameters, Vane shear test, shear strength characteristics of sands, normally consolidated clays, over-consolidated clays and partially saturated soils, sensitivity and thixotropy.

10. Earth Pressure Introduction, earth pressure at rest, Rankine's active & passive states of plastic equilibrium, Rankine's earth pressure theory, Coulomb's earth pressure theory, Culmann's graphical construction, Rebhann's construction.

References: 1. Basic and Applied Soil Mechanics by Gopal Ranjan, ASR Rao, New Age

Intetrnational(P)Ltd.Pub.N.Delhi. 2. Soil Engg. in Theory and Practice, Vol .I, Fundamentals and General

Principles by Alam Singh, CBS Pub.,N.Delhi. 3. Engg.Properties of Soils by S.K.Gulati, Tata-Mcgraw Hill,N.Delhi. 4. Geotechnical Engg. by P.Purshotam Raj,Tata Mcgraw Hill. 5. Principles of Geotechnical Engineering by B.M.Das,PWS KENT, Boston.

 

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CET-210 SURVEYING –II CC 3 1 0 3.5

Internal:50 Marks End Term: 50 Marks Total:100 Marks Pre-requisites: Knowledge of Surveying-I Corse Outcome: On completion of the course, the students shall be able to: CO1 Understand the levelling operation in geodetic surveying. CO2 Understand the use of plane and geodetic coordinate geometry programs. CO3 Able to apply the fundamentals of the triangulation survey. CO4 Understand vertical photogrammetric equations in estimation of accuracies. CO5 Understand ground control requirements of different photogrammetric

products. CO6 Understand production and use of image based products. Syllabus: 1. Trigonometrical Levelling:

Introduction, height and distances-base of the object accessible, base of object inaccessible, geodetical observation, refraction and curvature, axis signal correction, difference in elevation between two points.

2. Triangulation: Triangulation systems, classification, strength of figure, selection of triangulation stations, grade of triangulation, field work of triangulation, triangulatio copmputations, introduction to E.D.M. instruments..

3. Survey Adjustment and Treatment of Observations: Definite weight of an observation, most probable values, type of error, principle of least squares, adjustment of triangulation figures by method of least squares.

4. Astronomy: Definitions of astronomical terms, star at elongation, star at prime vertical star at horizon, star at culmination, celestial coordinate systems, Napier's rule of circular parts, various time systems:sidereal, apparent, solar and mean solar time, equation of time-its cause, effect,determination of longitude,inter-conversion of time, determination of time, azimuth and latitude byastronomical observations.

5. Elements of Photogrammetry: Introduction:types of photographs, Terrestrial and aerial photographs awerial camera and height displacements in vertical photographs, stereoscopic vision and stereoscopies, height determination from parallax measurement, flight planning, plotting by radiline method, principle of photo interpretation and photogrammetric monitoring in Civil Enginmeeriing.

6. Introduction of remote sensing and its systems: Concept of G.I.S and G.P.S-Basic Components, data input, storage & output.

References:

1. Borden D. Dent, Jeffrey Troguson, Thomas W. Hodler, Cartography: Thematic Map Design, McGraw-Hill Higher Education, 2008.

 

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2. Gopi, Advanced Surveying: Total Station, GIS and Remote Sensing, Pearson Education India, 2007.

3. Hoffman.B, H.Lichtenegga and J.Collins, Global Positioning System - Theory and Practice, Springer -Verlag Publishers, 2001.

4. Punmia B. C, Ashok K. Jain, Arun K. Jain, Higher Surveying, Laxmi Publications, 2005.

 

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CET-212 FLUID MECHANICS-II (P) CC 0 0 2 1

Internal:60 Marks End Term: 40 Marks Total:100 Marks Pre-requisites: Knowledge of Fluid Mechanics-II Course Outcomes: At the end of the course, the student will be able to: CO1 Compute drag coefficients CO2 Test the performance of pumps and turbines CO3 Determine Manning’s and Chezy’s coefficients for smooth and rough

channels CO4 Determine Energy loss in Hydraulic jump and Calibrate standing wave

flume Syllabus:

1. To determine the coefficient of drag by Stoke's law for spherical bodies. 2. To study the phenomenon of cavitation in pipe flow. 3. To determine the critical Reynold's number for flow through commercial pipes. 4. To determine the coefficient of discharge for flow over a broad crested weir. 5. To study the characteristics of a hydraulic jump on a horizontal floor and

sloping glacis including friction blocks. 6. To study the scouring phenomenon around a bridge pier model. 7. To study the scouring phenomenon for flow past a spur. 8. To determine the characteristics of a centrifugal pump. 9. To study the momentum characteristics of a given jet. 10. To determine head loss due to various pipe fittings.

 

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CET-214 SOIL MECHANICS (P) CC 0 0 2 1

Internal:60 Marks End Term: 40 Marks Total:100 Marks

Pre-requisites: Knowledge of Soil Mechanics Course Outcomes: At the end of the course, the student will be able to:

CO1 Determine index properties of soils CO2 Classify soils CO3 Determine engineering properties of soils

Syllabus: 1. Visual Soil Classification and water content determination. 2. Determination of specific gravity of soil solids. 3. Grain size analysis-sieve analysis. 4. Liquid limit and plastic limit determination. 5. Field density by: 6. Sand replacement method 7. Core cutter method 8. Proctor's compaction test. 9. Coefficient of permeability of soils. 10. Unconfined compressive strength test. 11. Direct shear test on granular soil sample. 12. Unconsolidated undrained (UU) triaxial shear test of fine grained soil sample.

 

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CET-216 SURVEYING-II (P) CC 0 0 2 1

Internal:60 Marks End Term: 40 Marks Total:100 Marks Pre-requisites: Knowledge of Surveying-II Corse Outcome: On completion of the course, the students shall be able to:

CO1 Use theodilitefor measurement of angles CO2 Set the curves on the ground using different methods CO3 Complete the large area surveying

Syllabus: Theodilite:

Study of theodolite, measurement of horizontal angle, measurement of vertical angle, Permanent adjustment.

2 Tacheometry: Tacheometric constants, calculating horizontal distance and elevations with the help of tacheometer.

3 Curves: Setting of simple circular curves by off set method, off set from chord produced, off set from long chord and by deflection angle method.

4 Triangulation: An exercise of triangulation including base line measurement.

 

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CET-218 ENGINEERING GEOLOGY(P) CC 0 0 2 1

Internal:60 Marks End Term: 40 Marks Total:100 Marks Pre-requisites: Knowledge of Engineering Geology Corse Outcome: On completion of the course, the students shall be able to:

CO1 Understand weathering process and mass movement CO2 Distinguish geological formations CO3 Identify geological structures and processes for rock mass quality CO4 Identify subsurface information and groundwater potential sites through

geophysical investigations CO5 Apply geological principles for mitigation of natural hazards and select

sites for dams and tunnels Syllabus:

1. Study of Physical Properties of Minerals. 2. Identification of Rock forming silicate and ore minerals. 3. Recognition of rocks. 4. Use of Clinometer compass and Brunton compass for measurement dip and

strike of formations. 5. Drawing of geological cross-selections and study of geological maps.

Study of models of geological structure and outcrops patterns of different types of rocks and land forms.

 

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CET-301 STRUCTURAL ANALYSIS-III CC 3 2 0 4

Internal:50 Marks End Term: 50 Marks Total:100 Marks

Pre-requisites: Knowledge of Structural Analysis-i and Structural Analysis-II Corse Outcome: On completion of the course, the students shall be able to:

CO1 Understand the responses of the structures under rolling loading CO2 Understand influence lines and be able to apply influence lines to

determine maximum values of internal forces and reactions for structures under moving load.

CO3 Understand the behaviour of fixed arches. CO4 Analyze the non-sway and sway frames using Kanni’s method CO5 Analyze the framed structures using approximate methods of analysis. CO6 Understand the concept of matrix methods and be able to apply it for

analysis of statically determinate and indeterminate Structures. Syllabus: 1. Rolling Loads:

Introduction, Single concentrated load, uniformly distributed load longer than span, shorter than span , two point loads, several point loads, Max.B.M. and S.F.Absolute, Max.B.M.

2. Influence lines: Introduction, influence lines for three hinged and two hinged arches, load position for Max.S.F. and B.M. at a section in the span.

3. Fixed Arches: Expression for H and B.M. at a section, Elastic centre.

4. Influence Line for statically indeterminate Beams: Muller-Breslau Principle, I.L. for B.M. & S.F. for continuous Beams.

5. Kani's Method: Analysis of continuous beams and simple frames, analysis of frames with different column lengths and end conditions of the bottom storey.

6. Approximate Analysis of frames: (I) for vertical loads, (ii) for lateral loads by Portal method & Cantilever method.

7. Matrix Methods Introduction, Stiffness Coefficients, Flexibility Coefficients, Development of flexibility & stiffness matrices for plane frame, Global axis and local axis, analysis of plane frame, pin jointed and rigid jointed.

References: 1. Indeterminate structures, R.L.Jindal S.Chand & Co.,N.Delhi.Advanced Structural Analysis-A.K.Jain, NemChand & Bros.,Roorkee. 2. Structural Analysis-A Unified Approach, D.S.Prakash Rao,, University Press, Hyderabad. 3.Structural Analysis-A unified classical & Matrix Approach, A.Ghali & A.M.Neville,Chapman & Hall London.

 

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4. Theory of Strucutres,- Vol. I&II,- S.P.Gupta & G.S.Pandit, Tata McGraw Hill, N.Delhi.

 

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CET-303 DESIGN OF CONCRETE STRUCTURES-I

CC 4 2 0 5

Internal:50 Marks End Term: 50 Marks Total:100 Marks

Pre-requisites: Knowledge of Structural Analysis Course Assessment: Continuous assessment (through assignments/Mid-semester Evaluation), End semester Examination. Corse Outcome: On completion of the course, the students shall be able to:

CO1 Know various design philosophies for Structural Design CO2 Design a Beam structure CO3 Design one way and two way slabs CO4 Know various design considerations for design of column and footing CO5 Design the retaining wall

Syllabus: 1. Elementary treatment of concrete technology:

Physical requirements of cement, aggregate, admixture and reinforcement, Strength and durability, shrinkage and creep. Design of concrete mixes, Acceptability criterion, I.S.Specifications,

2. Design Philosophies in Reinforced Concrete: Working stress and limit state methods, Limit state v/s working stress method, Building code, Normal distribution curve, characteristic strength and characteristics loads, design values, Partial safety factors and factored loads, stress -strain relationship for concrete and steel.

3. Working Stress Method: Basic assumptions, permissible stresses in concrete and steel, design of singly and doubly reinforced rectangular and flanged beams in flexure, steel beam theory, inverted flanged beams, design examples.

4. Limit State Method: Basic assumptions, Analysis and design of singly and doubly reinforced rectangular flanged beams, minimum and maximum reinforcement requirement, design examples.

5. Analysis and Design of Sections in shear bond and torsion: Diagonal tension, shear reinforcement, development length, Anchorage and flexural bond, Torsional, stiffness, equivalent shear, Torsional reinforcement, Design examples.

6. Concrete Reinforcement and Detailing: Requirements of good detailing cover to reinforcement, spacing of reinforcement, reinforcement splicing, Anchoring reinforcing bars in flexure and shear, curtailment of reinforcement.

7. Serviceability Limit State: Control of deflection, cracking, slenderness and vibrations, deflection and moment relationship for limiting values of span to depth, limit state of crack width, Design examples.

8. One way and Two Ways Slabs: General considerations, Design of one way and two ways slabs for distributed and concentrated loads, Non-rectangular slabs, openings in slabs, Design examples.

 

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9. Columns and Footings: Effective length, Minimum eccentricity, short columns under axial compression, Uniaxial and biaxial bending, slender columns, Isolated and wall footings, Design examples.

10. Retaining Walls: Classification, Forces on retaining walls, design criteria, stability requirements, Proportioning of cantilever retaining walls, counterfort retaining walls, criteria for design of counteforts, design examples.

References: 1. Design of Reinforced Concrete Structures,P.Dayaratnam,Oxford & IBH

Pub.,N.Delhi. 2. Reinforced Concrete-Limit State Design, A.K.Jain, Nem Chand &

Bros.,Roorkee. 3. Reinforced Concrete, I.C.Syal & A,K,Goel, A.H,Wheeler & Co.Delhi. 4. Reinforced Concrfete Design, S.N.Sinha, TMH Pub.,N.Delhi. 5. SP-16(S&T)-1980, 'Design Aids for Reinforced Concrete to IS:456, BIS,

N.Delhi. 6. SP-34(S&T)-1987 'Handbook on Concrete Reinforcement and Detailing', BIS,

N.Delhi.

 

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CET-305 HYDROLOGY CC 3 2 0 4

Internal:50 Marks End Term: 50 Marks Total:100 Marks Pre-requisites: Knowledge of Fluid Mechanics Corse Outcome: On completion of the course, the students shall be able to:

CO1 Analyse hydro-meteorological data CO2 Estimate abstractions from precipitation CO3 Compute yield from surface and subsurface basin CO4 Develop rainfall-runoff models CO5 Formulate and solve hydrologic flood routing models

Syllabus: 1. Introduction:

Hydrologic cycle, scope and application of hydrology to engineering problems, drainage basins and its characteristics, stream geometry, hypsometric curves.

2. Precipitation: Forms and types of precipitation, characteristics of precipitation in India, measurement of preciptation, recording and non recording raingages, raingage station, raingage network, estimation of missing data, presentation of rainfall data, mean precipitation, depth -area -duration relationship, frequency of point rainfall, intensity -duration- frequency curves, probable max. precipitation.

3. Evaporation & Transpiration: Process, evaporimeters and empirical relationships, analytical method, reservoir evaporation and methods of its control, transpiration, evapotranspiration and its measurement, Penman's equation and potential evapotranspiration.

4. Infiltration: Infiltration process, initial loss, infiltration capacity and measurement of infiltration, infiltration indices.

5. Runoff: Factor affecting run-off, estimation of runoff, rainfall-run off relationships, measurement of stage-staff gauge, wire gauge, automatic stage recorder and stage hydrograph, measurement of velocity-current meters, floats, area velocity method, moving boat and slope area method, electromagnetic, ultra-sonic and dilution methods of stream flow measurement, stage discharge relationship.

6. Hydrograph: Discharge hydrograph, components and factors affecting shape of hydrograph, effective rainfall, unit hydrograph and its derivation, unit hydrograph of different durations, use and limitations of UH, triangular UH, Snyder's synthetic UH, floods, rational methods, empirical formulae, UH method, flood frequency methods, Gumbel's method, graphical method, design flood.

7. Ground Water: Occurrence, types of aquifers, compressibility of aquifers, water table and its effects on fluctuations , wells and springs, movement of ground water, Darcy's law, permeability and its determination, porosity, specific yield and specific retention, storage coefficient, transmissibility.

 

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8. Well Hydraulics: Steady state flow to wells in unconfined and confined aquifers.

References: 1 Engineering Hydrology by K.Subramanya. 2 Hydrology by H.M.Raghunath. 3 Hydrology for Engineers by Linsely, Kohler, Paulhus. 4 Elementary Hydrology by V.P.Singh.

 

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CET-307 GEOTECHNOLOGY-I CC 3 2 0 4

Internal:50 Marks End Term: 50 Marks Total:100 Marks

Pre-requisites: Knowledge of Engineering Geology and Soil Mechanics Corse Outcome: On completion of the course, the students shall be able to:

CO1 Characterise and classify soils CO2 Identify shear strength parameters for field conditions CO3 Compute and analyze the consolidation settlements CO4 Understand the principles of compaction and its control

Syllabus: 1 Sub-Surface Exploration

Purpose, stages in soil exploration, depth and lateral extent of exploration, guidelines for various types of structures, ground water observations, excavation and boring methods, soil sampling and disturbance, major types of samplers, sounding methods-SCPT, DCPT, SPT and interpretation, geophysical methods, pressure-meter test, exploration logs.

2 Drainage & Dewatering Introduction, ditches and sumps, well point systems, shallow well system, deep well drainage, vacuum method, Electro-osmosis, consolidation by sand piles.

3 Shallow Foundations-I Design criteria for structural safety of foundation( i ) location of footing,(ii) shear failure criterion, (iii) settlement criterion, ultimate bearing capacity, modes of shear failure, Rankine's analysis Tergazi's theory, Skempton's formula, effect of fluctuation of G.W.T. , effect of eccentricity on bearing capacity, inclined load, I.S Code recommendations, factors affecting bearing capacity, methods of improving bearing capacity.

4 Shallow Foundations-II Various causes of settlement of foundation, allowable bearing pressure based on settlement, settlement calculation, elastic and consolidation settlement, allowable settlement according to I.S.Code. Plate load test and its interpretation, bearing capacity from penetration tests, design bearing capacity.

5 Shallow Foundations-III Situation suitable for the shallow foundations, types of shallow foundations and their relative merits, depth of foundation, footing on slopes, uplift of footings, conventional procedure of proportioning of footings, combined footings, raft foundations, bearing capacity of raft in sands and clays, various methods of designing rafts, floating foundations.

6 Pile Foundations-I Introduction, necessity of pile foundations, classification of piles, load capacity, static analysis, analysis of pile capacity in sands and clays, dynamic analysis, pile load tests, negative skin friction, batter piles, lateral load capacity, uplift capacity of single pile, under-reamed pile.

 

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7 Pile Foundations-II Group action in piles, pile spacing, pile group capacity, stress on lower strata, settlement analysis, design of pile caps, negative skin friction of pile group, uplift resistance of pile group, lateral resistance, batter pile group.

8 Drilled Piers and Caisson Foundations Drilled piers-types, uses, bearing capacity, settlement, construction procedure.

Caissons-Types, bearing capacity and settlement, construction procedure.

well foundations-shapes, depth of well foundations, components, factors affecting well foundation design lateral stability, construction procedure, sinking of wells, rectification of tilts and shifts, recommended values of tilts & shifts as per I.S.3955.

References: 1 Basic And Applied Soil Mechanics by Gopal Ranjan & ASR Rao. New Age

Int.(P)Ltd.. 2 Analysis and Design of Sub-Structures by Swamisaran, IBH & Oxford. 3 Principles of Foundation Enginering By B.M.das, PWS Kent, Boston. 4 Foundation Analysis & Design by J.E.Bowles, McGraw Hills. 5 Design Aids in Soil Mechanics & Foundation Engineering by S.R.Kaniraj,

McGraw Hills. 6 Foundation Design by Teng, Prentice Hall, India.

 

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CET-309 WATER SUPPLY AND

TREATMENT CC 3 1 0 3.5

Internal:50 Marks End Term: 50 Marks Total:100 Marks

Pre-requisites: Knowledge of Hydrology and Irrigation Engineering-I Corse Outcome: On completion of the course, the students shall be able to:

CO1 Estimate water demand;CO2 Determine the quality of water; CO3 Select and design appropriate water treatment unit processes; CO4 Calculate design specifications for unit processes to remediate water of a

particular quality to a particular standard; CO5 Design the water distribution system.

Syllabus: 1 Water Quantity:

Importance and necessity of water supply scheme. Water demands and its variations. Estimation of total quantity of water requirement. Population forecasting. Quality and quantity of surface and ground water sources. Selection of a source of water supply. Types of intakes.

2 Water Quality: Impurities in water and their sanitary significance. Physical, chemical and bacteriological analysis of water. Water quality standards.

3 Water Treatment: Objectives, treatment processes and their sequence in conventional treatment plant, sedimentation – plain and aided with coagulation. Types, features and design aspects. Mixing basins and Flocculation units. Filtration – mechanism involved, types of filters, slow and rapid sand filtration units (features and design aspects). Disinfection principles and aeration.

4 Water Distribution: Distribution system – Gravity system, Pumping System, Dual system, Layout of Distribution System – Dead End System, Grid Iron System, Ring System, Radial System, their merits and demerits. Distribution Reservoir-functions & determination of storage capacity.

References: 1. Water Supply and Sewerage: E.W. Steel. 2. Water Supply Engineering: S.R. Kshirsagar. 3. Water Supply Engineering: S.K. Garg. 4. Water Supply Engineering: B.C. Punmia. 5. Manual on Water Supply and Treatment: Ministry of Urban Dev., New Delhi.

 

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CET-311 ENVIRONMENTAL ENGG.-I(P) CC 0 0 2 1

6. Internal:60 Marks End Term: 40 Marks Total:100 Marks

Pre-requisites: Knowledge of Chemistry Laboratory, Environmental Engineering-I Corse Outcome: On completion of the course, the students shall be able to:

CO1 Determine physical, chemical and biological characteristics of water CO2 Determine optimum dosage of coagulant CO3 Determine break - point chlorination CO4 Assess the quality of water

Syllabus:

1. To determine the acidity of a water sample. 2. To determine the alkalinity of a water sample. 3. To determine total, suspended, dissolved and settable solids in a water

sample. 4. To determine volatile and fixed solids in a water sample. 5. To determine the chloride concentration in a water sample. 6. To determine the sulphate concentration in a water sample. 7. To determine the turbidity of a given water sample. 8. To determine the hardness of a given water sample. 9. To determine the dissolved oxygen in a given water sample. 10. To determine the B.O.D. of a given water sample. 11. To determine the chlorine dose of a given water sample. 12. To determine most probable number of coliform bacteria for a given water

sample.

 

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CET-313 CONCRETE LAB ( P ) CC 0 0 2 1

Internal:60 Marks End Term: 40 Marks Total:100 Marks Pre-requisites: Knowledge of Structural Analysis-II and Structural Analysis-III Corse Outcome: On completion of the course, the students shall be able to:

CO1 Conduct Quality Control tests on concrete making materials CO2 Conduct Quality Control tests on fresh & hardened concrete CO3 Design and test concrete mix CO4 Conduct Non-destructive tests on concrete

Pre-requisites: Knowledge of Structural Analysis-I,BMC&D Corse Outcome: Same as the respective course Syllabus: Tests on Cement 1 Standard consistency of cement using Vicat's apparatus. 2 Fineness of cement by Sieve analysis and Blaine's air permeability method. 3 Soundness of cement by Le-Chatelier's apparatus. 4 Setting time of cement, initial and final. 5 Compressive strength of cement. 6 Measurement of specific gravity of cement. 7 Measurement of Heat of Hydration of cement. Tests on Aggregate 1 Moisture content and bulking of fine aggregate. 2 Fineness modulus of coarse and fine aggregates. Tests on Concrete 1 Workability of cement concrete by (a) Slump test, (b) Compaction factor test,

(c) Flow table test,. 2 Compressive strength of concrete by (a) Cube test, (b)Cylinder test 3 Indirect tensile strength of concrete-split cylinder test. 4 Modules of rupture of concrete by flexure test 5 Bond strength between steel bar and concrete by pull-out test 6 Non-destructive testing of concrete References: 1. Properties of Concrete, AM Nevelli – 5th Ed, Prentice Hall Publishers, 2012. 2. Concrete Technology, M. S. Shetty – S Chand Co., Publishers, 2006. 3. Concrete Technology, M. L. Gambhir – Tata Mc Graw Hill Publishers, 2012.

 

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CET-315 GEOTECHNOLOGY (P) CC 0 0 2 1

Internal:60 Marks End Term: 40 Marks Total:100 Marks Pre-requisites: Knowledge of Structural Analysis-II and Structural Analysis-III Corse Outcome: On completion of the course, the students shall be able to:

CO1 Determine index properties of soils CO2 Perform tri-axial stress CO3 Determine the consolidation of soil mass CO4 perform penetration test

Pre-requisites: Knowledge of Geotechnology Corse Outcome: Same as the respective course Syllabus: 1. Grain Size Analysis-Hydrometer method. 2. Shrinkage Limit Determination. 3. Relative Density of Granular Soils. 4. Consolidated Drained (CD) Triaxial Test. 5. Consolidated Undrained (CU) Triaxial Test with Pore Water Pressure

Measurement. 6. Consolidation Test. 7. Undisturbed Sampling. 8. Standard Penetration Test. 9. Dynamic Cone Penetration Test. 10. Model Plate Load Test.

 

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CET-302 DESIGN OF STEEL STRUCTURES-II

CC 3 0 2 4

Internal:50 Marks End Term: 50 Marks Total:100 Marks

Pre-requisites: Knowledge of Structural Analysis-I and Design of steel Structures-I Corse Outcome: On completion of the course, the students shall be able to:

CO1 Perform plastic analysis and design the steel beams and portal frames CO2 Analyze and design the structural components of industrial building for

different loads CO3 Design of water tanks, stacks and transmission line towers CO4 Analyses the behavior of different elements of cold forms steels and

design of compression and bending elements Syllabus: 1. Elementary Plastic Analysis and Design:

Introduction, Scope of plastic analysis, ultimate load carrying capacity of tension members and compression members, flexural members, shape factor, mechanisms, plastic collapse, analysis, plastic analysis applied to steel beams and simple portal frames and design.

2. Industrial Buildings: Loads, general arrangement and stability, design considerations, design of purlins, design of roof trusses, industrial building frames, bracings and stepped columns.

3. Design of Water Tanks: Introduction, permissible stresses, design of circular, rectangular and pressed steel tanks including staging.

4. Design of Steel Stacks: Introduction,various loads to be considered for the design of steel stacks, design of steel stacks including foundation.

5. Towers: Transmission line towers, microwave towers, Design loads, classification, design procedure and specification.

6. Cold Formed Sections: Introduction and brief description of various type of cold formed sections, local buckling, concepts of effective width and effective sections, elements with stiffeners, design of compression and bending elements.

References: 1. Design of Steel Structures, A.S.Arya & J.L.Ajmani, Nem Chand & Bros., Roorkee. 2. Design of Steel Structures, P.Dayartnam, Wheeler Pub. Allahabad. 3. Design of Steel Structures, Gaylord & Gaylord, McGraw Hill, Newyork/International Students Edn., Toyo Kogakusha, Tokyo. 4. IS:800-1984, Indian Standard Code of Practice for General Construction in Steel. 5. IS-801-1975, Indian Standard Code of Practice for Use of Cold formed light gauge steel structural members in general building construction.

 

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CET-304 IRRIGATION ENGINEERING-I CC 3 2 0 4

Internal:50 Marks End Term: 50 Marks Total:100 Marks Pre-requisites: Knowledge of Fluid Mechanics and Hydrology Corse Outcome: On completion of the course, the students shall be able to:

CO1 Deals with the limits and application of canals and ground water for the purpose of irrigation.

CO2 Design of the reservoir, canals and wells by the method of Kennedy’s and Lacey’s theory.

CO3 Understand the types of irrigation and its application which have designed in the all cases.

CO4 Understand and develop the modern techniques which used for irrigation. Thus, it develops the storage of water, which is required for drinking and irrigation by wells through tanks.

CO5 Demonstrate the knowledge about water which is used for certain sequence only and it gives a particular way to supply in particular time only.

CO6 Communicate both the design and planning of the reservoir which used for irrigation process.

Syllabus: 1 Introduction:

Irrigation-necessity, advantages, disadvantages, impact of irrigation on human environment , need and development of irrigation in India, crops and crop seasons, ideal cropping pattern and high yielding varieties of crops.

2 Soil-water relationship and irrigation methods: Soil-water relationship, root zone soil water, infiltration, conmsumptive use, field capacity, wilting point, available moisture in soil, GCA, CCA, intensity of irrigation, delta, base period, Kor depth, core period, frequency of irrigation, duty of water, relation between delta, duty and base period, irrigation requirement, flooding methods, border strip method, check basin and furrow method, assessment of irrigation water, sprinkler irrigation, favourable conditions, sprinkler systems, hydraulics of sprinkler irrigation, planning, design and maintenance of sprinkler systems, drip irrigation-components parts, advantages and limitations, suitability of drip irrigation.

3 Canal irrigation: Component of canal distribution system, alignment of channels, losses in irrigation channels, design discharge, silt theories and design of alluvial channels, comparison of Kennedy's and Lacey's theories, canal section and design procedure, Garrets and Lacey's diagrams.

4 Water logging and land reclamation: Water logging-effects, causes and measures of prevention, lining of irrigation channels, types of lining, design of lined channel land drainage, open drains, design considerations, advantages of tile drains, depth of tiledrains, layout of closed drains, discharge and spacing of closed drains, diameter of tile drain, outlets for tile drains, maintenance of tile drains, purpose of land reclamation and methods of land reclamation.

 

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5 River Training:

Classification of rivers, river training and its objectives, classification of river training works, methods of river training, marginal embankments, guidebanks, spurs, cutoffs, bank pitching and launching apron.

6 Canal outlets: Classification, requirements of a good outlet, design of pipe, APM and open flume outlet, flexibility proportionality, setting and sensitivity of outlet.

References: 1 Irrigation, Water Resources and Water Power Engg. by P.N.Modi. 2 Fundamentals on Irrigation Engg. by Bharat Singh. 3 Irrigation Engg & Hydraulic Structures by S.K.Garg. 4 Irrigation Engg. by S.K.Sharma. 5 Irrigation-Theory & Practice by A.M. Michael.

 

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CET-306 WATER RESOURCES &

SYSTEMS ENGINEERING CC 3 2 0 4

Internal:50 Marks End Term: 50 Marks Total:100 Marks

Pre-requisites: Knowledge of Fluid Mechanics and Hydrology Corse Outcome: On completion of the course, the students shall be able to: CO1 Impart an understanding of various aspects related to supply of pure and safe

drinking water to communities and the conservation of water CO2 Know different optimization techniques in Water Resources Systems planning,

design, operation and management. CO3 Facilitate optimal decision making in the planning, design and operation of

especially large scale water resources systems. CO4 Design the optimal strategies for reservoir releases for water quality

augmentation, or maximizing hydropower generation, irrigation water supply etc.

Syllabus: 1 Water Resources Planning:

Role of water in national development, assessment of water resources, planning process, environmental consideration in planning, system analysis in water planning, some common problems in project planning, functional requirements in multipurpose projects, multipurpose planning, basinwise planning, long term planning. Reservoir planning-dependable yield, sedimentation in reservoir, reservoir capacity, empirical-area reduction method.

2. Economic and Financial Analysis: Meaning and nature of economic theory, micro and macro economics, the concept of equilibrium, equivalence of kind, equivalence of time and value, cost benefit, discounting factors and techniques, conditions for project optimality, cost benefit analysis, cost allocation, separable and non-separable cost, alternate justifiable and remaining benefit methods, profitability analysis.

3. Water Resources Systems Engineering: Concept of system's engineering, optimal policy analysis, simulation and simulation modeling, nature of water resources system, analog simulation, limitations of simulation, objective function, production function, optimality condition, linear, non-linear and dynamic programming, applications to real time operations of existing system, hydrologic modeling and applications of basic concepts.

4. Applications of System Approach in Water Resources: Applications of system engineering in practical problems like hydrology, irrigation and drainage engineering, distribution network, mathematical models for forecasting and other water resources related problems.

 

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References: 4 Water Resources Engineering by Linseley and Franzini 5 Economics of Water Resources Engineering by James and Lee. 6 Optimisation Theory and Applications by S.S.Roy 7 Water Resources Systems Planning & Economics by R.S.Varshney. 8 Operational Research-An Introduction by Hamdy A.Taha.

 

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CET-308 GEOTECHNOLOGY-II CC 3 2 0 4

Internal:50 Marks End Term: 50 Marks Total:100 Marks Pre-requisites: Knowledge of Engineering Geology and Geotechnology-I Corse Outcome: On completion of the course, the students shall be able to:

CO1 Apply knowledge for Stability of slopes of earth dams under different conditions.

CO2 Understand Earth pressure theories CO3 Understand the theory of retaining wall CO4 Learn the concept of soil stabilization CO5 Learn the fundamental of machine foundation

Syllabus: 1 Earth Dams:

Introduction, types of sections, earth dam foundations, causes of failure and criteria for safe design, control of seepage through the embankment, control of seepage through the foundation, drainage of foundations, criterion for filter design. Introduction to rock fill dams.

2 Stability of slopes: Causes of failure, factors of safety, stability analysis of slopes-total stress analysis, effective stress analysis, stability of infinite slopes types of failures of finite slopes, analysis of finite slopes-mass procedure, method of slices, effect of pore pressure, Fellinius method to locate center of most critical slip circle, friction circle method, Tayler's stability number, slope stability of earth dam during steady seepage, during sudden draw down and during and at the end of construction.

3 Braced Cuts: Depth of unsupported vertical cut, sheeting and bracing for deep excavation, movements associated with sheeting and bracing, modes of failure of braced cuts, pressure distribution behind sheeting.

4 Cofferdams: Introduction, types of cofferdams, design and lateral stability of braced cofferdams, design data for Cellular cofferdams, stability analysis of cellular cofferdams on soil and rock, inter-lock stresses.

5 Cantilever Sheet Piles: Purpose of sheet piles, cantilever sheet piles, depth of embedment in granular soils-rigorous method, simplified procedure, cantilever sheet pile, penetrating clay, limiting height of wall.

6 Anchored Bulkheads: Methods of design, free earth support method in cohesionless and cohesive soils, fixed earth support method in cohesionless soils-Blum's equivalent beam method.

7 Soil Stabilization: Soil improvement, shallow compaction, mechanical treatment, use of admixtures, lime stabilization, cement stabilization, lime fly ash stabilization, dynamic compaction and consolidation, Bituminous stabilization, chemical

 

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stabilization, pre-compression, lime pile and column, stone column, grouting, reinforced earth.

8 Basics of Machine Foundations: Terminology, characteristics elements of a vibratory systems, analysis of vibratory motions of a single degree freedom system-undamped free vibrations, undamped forced vibrations, criteria for satisfactory action of a machine foundation, degrees of a freedom of a block foundation, Barken's soil spring constant, Barken's method of a determining natural frequency of a block foundation subjected to vertical oscillations.

References: 1 Analysis and Design of Foundation and Retaining Structures by S.Prakash,

Gopal Ranjan & S.Saran, Sarita Prakashan. 2 Analysis and Design of Sub Structures by Swami Saran, IBH Oxford 3 Basic and Applied Soil Mechanics by Gopal Ranjan and ASR Rao, Newage

Int.Pub. 4 Soil Dynamic by Shamsher Prakash, McGraw Hill 5 Foundation Design by Teng, Prentice Hall 6 Soil Mechanics & Foundation Engineering by Bharat Singh, Shamsher

Prakash, Nem Chand & Bros, Roorkee.

 

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CET-310 TRANSPORTATION

ENGINEERING -I CC 3 1 0 3.5

Internal:50 Marks End Term: 50 Marks Total:100 Marks

Pre-requisites: Knowledge of Engineering Geology and Geotechnology-I Corse Outcome: On completion of the course, the students shall be able to:

CO1 Classify roads based on functional classification, CO2 Describe design element: sight distance, horizontal curvature, super

elevation, grades, visibility on vertical curves, cross section elements CO3 Use fundamental physics and mathematical knowledge in deriving

geometric design equations CO4 Design and simulate the traffic flow for signals. CO5 Traffic flow theory, traffic analysis and queuing processes CO6 Traffic Management and Intelligent Transport Systems CO7 Select the appropriate materials for use in different road layers.

Syllabus: 1. Introduction:

Transportation and its importance. Different modes of transportation. Brief review of history of road development in India and abroad: Roman, Tresagne, Telford and Macadam constructions. Road patterns. Classification of roads, Objectives of highway planning, Planning surveys. Saturation system of planning.

2. Highway Plans, Highway Alignment And Surveys: Main features of 20 years road development plans in India. Requirements of an ideal highway alignment. Factors affecting alignment. Surveys for highway alignment.

Cross Section Elements And Sight Distance Considerations: Cross section elements: friction, carriageway, formation width, land width, camber, IRC recommended values. Types of terrain Design speed. Sight distance, stopping sight distance, overtaking sight distance, overtaking zones, intermediate sight distance, sight distance at intersections, head light sight distance, set back distance. Critical locations for sight distance.

Design Of Horizontal And Vertical Alignment: Effects of centrifugal force. Design of superelevation. Providing superelevation in the field. Radius of circular curves. Extra-widening. Type and length of transition curves. Gradient, types, values. Summit curves and valley curves, their design criterion. Grade compensation on curves.

Traffic Characteristics And Traffic Surveys: Road user and vehicular characteristics. Traffic studies such as volume, speed and O & D study. Parking and accident studies. Fundamental diagram of traffic flow. Level of service. PCU. Capacity for non-urban roads. Causes and preventive measures for road accidents.

Traffic Control Devices: Traffic control devices: signs, signals, markings and islands. Types of signs. Types of signals. Design of an isolated fixed time signal by IRC method. Intersections at grade and grade separated intersections. Design of a rotary. Types of grade separated intersections.

 

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Highway Materials:Soil And Aggregates: Subgrade soil evaluation: CBR test, plate bearing test. Desirable properties of aggregates. Various tests, testing procedures and IRC/IS specification for suitability of aggregates. Proportioning of aggregates for road construction by trial and error and Routhfuch method.

Bituminous Materials And Bituminous Mixes: Types of bituminous materials: bitumen, tar, cutback and emulsions. Various tests, testing procedures and IRS/IS specifications for suitability of bituminous materials in road construction. Bituminous mix, desirable properties. Marshall' method of mix design. Basic concept of use of polymers and rubber modified bitumen in bituminous mixes.

References: 1. Highway Engg. by S.K.Khanna & C.e.G.Justo, Nem Chand & Bros,Roorkee. 2. Principles of Transportation and Highway Engg. by G.V.Rao,Tata McGraw Hill

Pub., N.Delhi. 3. Traffic Engg. And Transport Planning by L.R.Kadiyali,Khanna Pub.Delhi. 4. Traffic Engg. by Matson, T.M.,Smith,W.S. and Hurd,P.W.McGraw Hill Book

Co., New York.

 

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CET-312 PROJECT PLANNING & MANAGEMENT

CC 3 2 0 4

Internal:50 Marks End Term: 50 Marks Total:100 Marks

Pre-requisites: None Corse Outcome: On completion of the course, the students shall be able to:

CO1 Understand the roles and responsibilities of a project manager CO2 Prepare schedule of activities in a construction project CO3 Prepare tender and contract document for a construction project CO4 Understand safety practices in construction industry CO5 Identify the equipment used in construction

Syllabus: 1 Construction Management

Significance, objectives and functions of construction management, types of constructions, resources for construction industry, stages for construction, construction team, engineering drawings.

2 Construction Contracts & Specifications Introduction, types of contracts, contract document, specifications, important conditions of contract, arbitration.

3 Construction Planning Introduction, work breakdown structure, stages in planning-pre-tender stages, contract stage, scheduling, scheduling by bar charts, preparation of material, equipment, labour and finance schedule, limitation of bar charts, milestone charts.

4 Construction Organization Principles of Organization, communication, leadership and human relations, types of Organizations, Organization for construction firm, site organization, temporary services, job layout.

5 Network Techniques in Construction Management-I:CPM Introduction, network techniques, work break down, classification of activities, rules for developing networks, network development-logic of network, allocation of time to various activities, Fulkerson's rule for numbering events, network analysis , determination of project schedules, critical path, ladder construction, float in activities, shared float, updating, resources allocation, resources smoothing and resources leveling.

6 Network Techniques in Construction Management-II-PERT Probability concept in network, optimistic time, pessimistic time, most likely time, lapsed time, deviation, variance, standard deviation, slack critical path, probability of achieving completion time, central limit theorem.

7 Cost-Time Analysis Cost versus time, direct cost, indirect cost, total project cost and optimum duration, contracting the network for cost optimisation, steps in time cost optimisation, illustrative examples.

8 Inspection & Quality Control Introduction, principles of inspection, enforcement of specifications, stages in inspection and quality control, testing of structures, statistical analysis.

 

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References: 1 Construction Planning & Management by P.S.Gehlot & B.M.Dhir, Wiley

Eastern Ltd. 2 PERT & CPM -Principles & Applications by L.S.Srinath. Affiliated East-west

Press(P)Ltd. 3 Project Planning & Control with PERT & CPM by B.C.Punmia &

K.K.Khandelwal,Lakshmi Pub. Delhi 4 Construction Management & Planning by B.sengupta & H.Guha, Tata

McGraw Hills.

 

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CET-314 TRANSPORTATION

ENGINEERING-I (P) CC 0 0 2 1

Internal:60 Marks End Term: 40 Marks Total:100 Marks

Pre-requisites: Knowledge of Transportation Engineering-I Corse Outcome: On completion of the course, the students shall be able to:

CO1 Characterize the pavement materials CO2 Perform quality control tests on pavements and pavement materials CO3 Estimate earth work from longitudinal and cross-section details

Syllabus: 1. Aggregate Impact Test. 2. Los-Angeles Abrasion Test on Aggregates. 3. Dorry's Abrasion Test on Aggregates. 4. Deval Attrition Test on Aggregates. 5. .Crushing Strength Test on Aggregates. 6. Penetration Test on Bitumen. 7. Ductility Test on Bitumen. 8. Viscosity Test on Bituminous Material 9. Softening Point Test on Bitumen. 10. .Flash and Fire Point Test on Bitumen.

 

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CET-316 STRUCTURAL MECHANICS -II( P ) CC 0 0 2 1

Internal:60 Marks End Term: 40 Marks Total:100 Marks Pre-requisites: Knowledge of Structural Analysis-II and Structural Analysis-III Corse Outcome: On completion of the course, the students shall be able to:

CO1 Analyse two hinge arches, pin joint trussesCO2 Study the unsymmetrical bending CO3 Study the elastically coupled beam CO4 Analyse the portal frame CO5 Study the cable structures

Syllabus: 1. Experiment on a two hinged arch for horizontal thrust & influence line for

Horizontal thrust 2. Experimental and analytical study of a 3 bar pin jointed Truss. 3. Experimental and analytical study of deflections for unsymmetrical bending of

a Cantilever beam. 4. Begg's deformeter- verification of Muller Breslau principle. 5. Experimental and analytical study of an elastically coupled beam. 6. Sway in portal frames - demonstration. 7. To study the cable geometry and statics for different loading conditions. 8. To plot stress-strain curve for concrete.

 

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CET-318 COMPUTER APPLICATION ( P ) CC 0 0 3 1

Internal:60 Marks End Term: 40 Marks Total:100 Marks

Pre-requisites: None Corse Outcome: On completion of the course, the students shall be able to:

CO1 Understand the need for software tools in analysis and design of Civil Engineering Systems

CO2 Identify the available open source software tools used for specific problems in Civil Engineering

CO3 Use the latest software tools for Modeling, Analysis and Design of Civil Engineering Systems

1. Computation of roots of a polynomial using

a) Bisection method b) Newton-Raphson method 2. Solution of linear simultaneous equation using Gauss Elimination/Gauss-

Jordan/Triangulation factorization method. 3. Solution of a system of non-linear equation using fixed point/Newton-Raphson

method/modified Newton-Raphson method. 4. Analysis of multi-span beam and frames using stiffness matrix method. 5. Analysis of plane frame and space frame using automated software. 6. Analysis of a three-storeyed and ten-storeyed building using automated

software. 7. Introduction to Auto CAD.

 

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CET-320 SEMINAR CC 0 1 0 0.5

Internal:60 Marks End Term: 40 Marks Total:100 Marks

Pre-requisites: Corse Outcome: On completion of the course, the students shall be able to:

CO1 Select a topic relevant to civil engineering CO2 Undertake a critical review of the literature on the chosen topic CO3 Prepare and present a technical report

 

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CET-401 DESIGN OF CONCRETE STRUCTUTRES-II

CC 4 0 0 4

Internal: 50 Marks End Term: 50 Marks Total: 100 Marks

Pre-requisites: Knowledge of Structural Analysis and Concrete Structures-I Corse Outcome: On completion of the course, the students shall be able to:

CO1 Continuous beams, beams curved in plan. CO2 Flat slabs and staircase CO3 Combined footing, raft foundation and pile foundation. CO4 Water tank, silos and bunkers CO5 Prestressed members CO6 Slab using yield line method

Syllabus: 1. Continuous Beams:

Basic assumptions, Moment of inertia, settlements, Modification of moments, maximum moments and shear, beams curved in plan-analysis for torsion, redistribution of moments for single and multi-span beams, design examples. 2. Flat slabs and staircases:

Advantages of flat slabs, general design considerations, approximate direct design method, design of flat slabs, openings in flat slab, design of various types of staircases, design examples. 3. Foundations:

Combined footings, raft foundation, design of pile cap and piles, under-reamed piles, design examples. 4. Water Tanks, Silos and Bunkers:

Estimation of Wind and earthquake forces, design requirements, rectangular and cylindrical underground and overhead tanks, Intze tanks, design considerations, design examples.

Silos and Bunkers-Various theories, Bunkers with sloping bottoms and with high side walls, battery of bunkers, design examples. 5. Prestressed Concrete:

Basic principles, classification of prestressed members, various prestressing systgems, losses in prestress, initial and final stress conditions, analysis and design of sections for flexure and shear, load balancing concept, I:S:Specifications .

End blocks-Analysis of stresses, Magnel's method, Guyon's method, Bursting and spalling stresses, design examples.

6. Building Frames: Introduction, Member stiffnesses, Loads, Analysis for vertical and lateral

loads, Torsion in buildings, Ductibility of beams, design and detailing for ductibility, design examples. 7. Yield Line Theory:

Basic assumptions, Methods of analysis, yield line patterns and failure mechanisms, analysis of one way and two way rectangular and non-rectangular slabs, effect of top corner steel in square slabs, design examples. References: 1. Plain and Reinforced Concrete, Vol.2, Jai Krishna & O.P.Jain, Nem Chand &

Bros.,Roorkee.

 

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2. Pre-Stressed Concrete, N.Krishna Raju, TMH Pub.,N,.Delhi. 3. Design of Prestressed Concrete Structures, T.Y.Lin, John Wiley & Sons.,

N.Delhi. 4. Reinforced Concrete-Limit StaTge Design, A.K.Jain, Nem Chand &

Bros.,Roorkee. 5. IS 1343-1980,IS Code of Practice for Prestressed Concrete. 6. IS 3370-1976(Part I to IV), Indian Standard Code of Practice for Liquid

Retaining Structures. 7. IS 456-2000, Indian Standard of Practice for Plain and Reinforced Concrete. IS 1893, 4326 & 13920 Indian Standard Code of Practice for Earthquake Resistant Design of Structures.

 

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CET-403 INDUSTRIAL WASTE WATER

TREATMENT CC 3 1 0 3.5

Internal: 50 Marks End Term: 50 Marks Total: 100 Marks

Pre-requisites: Knowledge of Water Supply and Treatment and Sewerage & Sewage Treatment Corse Outcome: On completion of the course, the students shall be able to:

CO1 Identify the characteristics of industrial wastewaters CO2 Describe pollution effects of disposal of industrial effluent CO3 Identify and design treatment options for industrial wastewater CO4 Formulate environmental management plan

Syllabus: Effects of industrial wastes on streams, sewerage systems and wastewater treatment plants. Various steps to minimize effects of industrial effluents on waste water treatment plants and receiving streams-conservation of water, process change, reuse of waste water, volume reduction, strength reduction, neutralization, equalization and proportioning. Population equivalent. Industrial effluent standards for disposal into inland surface water sources and on land for irrigation.

Study of the following Industries from waste generation, quality and its treatment including brief overview of manufacturing process:

Textile, tannery, sugar mill, distillery, dairy, pulp & paper, metal plating, oil refinery, nitrogenous fertilizers, thermal power plants and radio active wastes. References: a. Industrial and Hazardous Waste Treatment by N.L.Nemerow & A.Dasgupta. b. Industrial Effluents by N.Manivasakam. c. Waste Water Treatment by M.N.Rao & A.K.Dutta.

 

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CET-405 Transportation Engineering-II CC 3 1 0 3.5

Internal: 50 Marks End Term: 50 Marks Total: 100 Marks Pre-requisites: Knowledge of Transportation Engineering-I Corse Outcome: On completion of the course, the students shall be able to:

CO1 Design the flexible pavement CO2 Design the rigid pavement CO3 Provide the suitable treatment for the soil for non-bituminous pavement CO4 Provide the suitable treatment for maintaining the road pavement CO5 Provide the suitable measures for the drainage and hill road constructionCO6 Analyses the financial aspect of the road construction CO7 Select the site and respective method for tunneling

Syllabus: 1. Design Of Flexible Pavements:

Types of pavements. Flexible and rigid pavements. Components of a pavement and their functions. Factors affecting design of pavements. Design of thickness of a flexible pavement by Group Index method, CBR method (including latest IRC guidelines), Triaxial method and Burmister’s method.

2. Design Of Rigid Pavements:

Westergaard’s theory, critical locations of loading, load and temperature stresses. Critical combination of stresses. IRC guidelines for determination of thickness of a rigid pavement. Joints: requirements, types, patterns. Spacing of expansion and contraction joints. Functions of dowel and tie bars.

3. Highway Construction : Non-Bituminous Pavements:

Brief introduction to earthwork machinery: shovel, hoe, clamshell, dragline, bulldozers. Principles

of field compaction of subgrade. Compacting equipments. Granular roads. Construction steps of

WBM. WMM. Construction of cement concrete pavements. Slip-form pavers. Basic concepts of

the following: soil stabilized roads, use of geo-synthetics, reinforced cement concrete pavements,

prestress concrete pavements, roller compacted concrete pavements and fibre reinforced

concrete pavements.

4. Construction Of Bituminous Pavements:

Various types of bituminous constructions. Prime coat, tack coat, seal coat and surface dressing. Construction of BUSG, Premix carpet, BM, DBM and AC. Brief coverage of machinery for costruction of bituminous roads: bitumen boiler, sprayer, pressure distributer, hot-mix plant, cold-mix plant, tipper trucks, mechanical paver or finisher, rollers. Mastic asphalt. Introduction to various IRC and MOST specifications.

5. Highway Maintenance:

 

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Pavement failures. Maintenance operations. Maintenance of WBM, bituminous surfaces and cement concrete pavements. Pavement evaluation. Benkleman beam. Introduction to various types of overlays.

6. Highway Drainage And Hill Roads:

Surface drainage: types, brief design. Types of sub-surface drainage. Special characteristics of hill roads: geometrics, hair pin bends, construction of hill roads, drainage of hill roads, maintenance problems of hill roads

7. Highway Economics And Finance

Need of economic evaluation. Highway user benefits and costs. Methods of economic evaluation: benefit cost ratio method, net present value method, internal rate of return method, comparison. Highway finance.

8. Tunnels

Sections of tunnels: advantages, limitations and suitability of each section. Shaft. Pilot tunnel. Driving tunnel in rocks: sequence of construction operations, full face method, heading and bench method, drift method. Driving tunnels in soft ground: sequence of construction operations, needle beam method, shield tunneling, compressed air tunneling.

References: 1. Highway Engg by S.K.Khanna & C.E.G. Justo, Nem Chand Bros., Roorkee. 2. Principles and Practice of Highway Engg. by L.R.Kadiyali, Khanna Publishers,

Delhi. 3. Principles of Pavement Design by Yoder,E.J & Witczak,M.W., John Wiley and

Sons, USA. 4. Tunnel Engineering by S.C.Saxena, Dhanpat Rai Publications, N.Delhi. 5. A text book of Tunnel, Bridges and Railway Engg. by S.P.Bindra, Dhanpat Rai

Delhi.

 

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CET-407 SEWERAGE AND SEWAGE TREATMENT

CC 2 1 0 2.5

Internal: 50 Marks End Term: 50 Marks Total: 100 Marks

Pre-requisites: Knowledge of Transportation Engineering-I Corse Outcome: On completion of the course, the students shall be able to:

CO1 Identify and explain components necessary for sewage systems and water reticulation systems

CO2 Design of sewage disposal plant units; CO3 Apply decision-making methodologies to evaluate solutions for efficiency,

effectiveness and sustainability Syllabus: 1. Collection of sewage:

Importance of sanitation, Systems of sewerage – separate, combined and partially separate. Quantity of sanitary sewage and variations. Shapes of sewer – circular and egg shaped. Design of sewers, self-cleansing velocity and slopes, Construction and testing of sewer lines. Sewer materials. joints and appurtenances.

2. Sewage Characterisation: Quality parameters- BOD, COD, Solids, D.O., Oil & Grease. Indian Standards for disposal of effluents into inland surface sources and on land.

3. Sewage Treatment: Objectives, sequence and efficiencies of conventional treatment units. Preliminary treatment, screening and grit removal units. Theory and design aspects of primary treatment, secondary treatment- activated sludge process & its modifications, Tricking filter, sludge digestion and drying beds. Stabilization pond, aerated lagoon, UASB process , septic tank and Imhoff tank. .

4. Disposal of Sewage: Disposal of sewage by dilution – self-purification of streams. Sewage disposal by irrigation (sewage treatment).

References: 1. Waste Water Engineering: Metcalf and Eddy. 2. Sewage and Sewage Treatment: S.K. Garg. 3. Sewage and Sewage Treatment: S.R. Krishansagar. 4. Waste Water Engineering: B.C. Punmia. 5. Manual on Sewerage and Sewage Treatment: Ministry of Urban Dev., New

Delhi.

 

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CET-409 CONCRETE STRUCTURES-II (DRG) CC 0 0 3 1.5

Internal: 60 Marks End Term: 40 Marks Total: 100 Marks Pre-requisites: Knowledge of Concrete Structures-I and Concrete Structures-II Corse Outcome: On completion of the course, the students shall be able to:

CO1 Design of flat slab and water tankCO2 Design of foundation CO3 Design of Silo and Bunker

Syllabus: Preparing drawing sheets showing reinforcement details in case of: 1. Flat slabs 2. Underground and Overhead Water Tanks. 3. Combined Footings, Pile Foundations, Raft foundation. 4. T-Beam Bridge. 5. Silo/Bunker.

 

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CET-411 ENVIRONMENTAL ENGINEERING-II(P) CC - - 3 1

Internal: 60 Marks End Term: 40 Marks Total: 100 Marks Pre-requisites: Knowledge of Transportation Engineering-I Corse Outcome: On completion of the course, the students shall be able to:

CO1 Determine physical, chemical and biological characteristics of wastewater CO4 Assess the quality of wastewater

Syllabus: 1. To determine the acidity of a sewage sample. 2. To determine the alkalinity of a sewage sample. 3. To determine total, suspended, dissolved and settable solids in a sewage

sample. 4. To determine volatile and fixed solids in a sewage sample. 5. To determine oil and grease in a sewage sample. 6. To determine the chloride concentration in a sewage sample. 7. To determine the sulphate concentration in a sewage sample. 8. To determine the B.O.D. of a given sewage sample. 9. To determine the C.O.D. of a given sewage sample. 10. To determine the T.O.C. of a given sewage sample. 11. To determine the fecal count of a given sewage sample. 12. Microscopic studies of a sewage.

 

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CET-413 ELEMENTS OF EARTHQUAKE ENGINEERING

CC 3 1 0 3.5

Internal: 50 Marks End Term: 50 Marks Total: 100 Marks

Pre-requisites: Knowledge of Concrete Structures, Mathematics-II Corse Outcome: On completion of the course, the students shall be able to:

CO1 To identify the effects of earthquake motions on civil engineering structures

CO2 Analysis and design of civil engineering structures located in various seismic zones

CO3 Perform seismic evaluation, repair and strengthening of the existing structures.

Syllabus: 1. Seismology:

Introduction, plate tectonics, earthquake distribution and mechanism, seismicity, seismic waves, earthquake magnitude and intensity, seismic zoning and seismometry.

2. Single Degree of Freedom Systems: Various types of dynamic loads, vibration of single degree of freedom system, Free and forced vibrations, types of damping, critical damping. Transmissibility, vibration measuring instruments, response spectrum.

3. Multi-degrees of Freedom(MDOF)Systems: Equation of Motion, normal modes and natural frequencies, semi-definite systems, dynamic vibration absorbers, vibration dampers, principle of orthogonally, Stodolas method, Holzer's method, matrix method, modal analysis and its limitations. Mode super position method.

4. Seismic Analysis and Design: General principles, assumptions, seismic coefficient method, response spectrum method, strength and deflection, design criterion for structures, significance of ductility, design and detailing for ductility, codal provisions, design examples.

5. Seismic Performance, Repair and Strengthening: Methods for assessing seismic performance, influence of design ductility and masonry infills, criterion for repair and strengthening, repair and strengthening techniques and their applications, additions of new structural elements.

6. Vibrational Control: General features of structural control, base isolation, active and passive control system. Earthquake resistance design as per I.S.:1893, I.S.4326 and I.S.13920.

References: 1 Elements of Earthquake Engineering, Jai Krishna, A. R. Chandershekaran &

Brajesh Chandra , South Asian Pub New Delhi. 2 Dynamics of Structures, Clough & Penzion, McGraw Hill 3 Earthquake Engineering, Y-X Hu,S-C.Liu and W.Dong, E and FN Sons.,

Madras.

 

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4 Earthquake Resistant Concrete Structures, George G. Penelis and J. Kapoors, E & FN Sons, Madras.

5 Structural Dynamics, Mario Paz, CBB Pub. N. Delhi.

 

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CET-415 ROCK MECHANICS CC 3 1 0 3.5

Internal: 50 Marks End Term: 50 Marks Total: 100 Marks Pre-requisites: Knowledge of Engineering Geology and Geotechnical Engineering - II. Corse Outcome: On completion of the course, the students shall be able to:

CO1 Identify the problems associated with underground excavations CO2 Classify the rock mass using the reference data CO3 Understand the failure criteria of rock CO4 Determine in-situ stresses from field test data

Syllabus: 1 Introduction:

Importance of rock mechanics, composition of rocks, geological and lithological classification of rocks, classification of rocks for engineering purposes, R.Q.D. method of classification of rocks. Theories of Brittle failure.

2 Laboratory Testing of Rocks: Various methods of obtaining rock cores, methods of sample preparation, methods of removing end friction of the rock samples. Compression testing machine, uniaxial compression strength of rock samples, methods of finding tensile strength-direct and indirect methods, Brazilian test, shear box test, triaxial shear test, punch shear test.

3 In-situ Testing of Rocks: Field direct shear test on rock blocks, field triaxial strength, use of flat jacks, chamber test, plate load test, cable jacking test.

4 Stress Evaluation in Field: Stress-relief technique(over coring), use of strain gauges, bore hole, deformation cell, photo-elastic stress meter, stress measurement with flat jack. Hydraulics Fracturing Techniques.

5 Stabilization of Rocks: Rock bolting, principle of rock bolting, various types of rock bolts, application of rock bolting. Field testing of rock bolts and cable anchors.

6 Elastic and Dynamic Properties of Rocks: Stress-strain behaviour dynamic properties, resonance method and ultra-sonic pulse method.

7 Pressure on Roof of Tunnels: Trap door experiment, Terzaghi's theory, Bieraumer, kommerel, Protodyakanov theory.

8 Stress Around the Tunnels: Basic design and Principles of tunnels in rocks, design of pressure tunnels in rocks.

References : 1 Rock Mechanics , Vol.I,II,III,IV by Lama,et.al. 2 Fundamentals of Rock Mechanics by Jaeger and Cook 3 Rock Mechanics by Stagg & Zienkiewiez. 4 Rock Mechanics & Design of Structures in Rocks by Obert & Duvell 5 Rock Mechanics & Engineering by Jaeger 6 Art of Tunneling by Schzy.

 

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CET-417 ADVANCED TRAFFIC ENGINEERING CC 3 1 0 3.5

Internal: 50 Marks End Term: 50 Marks Total: 100 Marks

Pre-requisites: Knowledge of Engineering Geology and Geotechnical Engineering - II. Corse Outcome: On completion of the course, the students shall be able to:

CO1 Estimate basic characteristics of traffic stream CO2 Conduct traffic studies and analyze traffic data CO3 Design traffic signal systems CO4 Determine the capacity of highways

Syllabus: 1. Introduction And Traffic Chracteristics

Objectives and scope of traffic engg. Organisational set up of traffic engg department in India. Importance of traffic characteristics. Road user characteristics. Vehicular characteristics. Max dimensions and weights of vehicles allowed in India. Effects of traffic characteristics on various design elements of the road.

2. Traffic Surveys Methods of conducting the study and presentation of the data for traffic volume study, speed study and origin and destination study. Speed and delay study. Parking surveys. On street parking, off street parking. Accident surveys. Causes of road accidents and preventive measures. Use of photographic techniques in traffic surveys.

3. Highway Capacity Importance. Space and time headway. Fundamental diagram of traffic flow. Relationship between speed, volume and density. Level of service. PCU. Design service volume. Capacity of non-urban roads. IRC recommendations. Brief review of capacity of urban roads.

4. Traffic Control Types of traffic control devices. Traffic signs, general principles of traffic signing, types of traffic signs. Road markings, types, general principles of pavement markings. Design of rotary. Grade separated intersections. Miscellaneous traffic control aids and street furniture.

5. Signal Design

Types of signals. Linked or coordinated signal systems. Design of signal timings by trial cycle method, approximate method, Webstor’s method and IRC method

6. Traffic Regulation And Management Need and scope of traffic regulations. Regulation of speed, vehicles and drivers. General traffic regulations. Motor vehicle act. Scope of traffic management. Traffic management measures: restrictions on turning movements, one way streets, tidal flow operations, exclusive bus lanes, traffic restraint, road pricing.

7. Traffic And Environment Detrimental effects of traffic. Vehicular air pollution. Situation in India. Vehicular emission norms in India and abroad. Alternate fuels. Factors affecting fuel consumption. Arboricultur.

 

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8. Computer Application, Traffic Simulation Computer application in traffic engg., transport planning and public transport. Traffic simulation, advantages. Steps in simulation. Scanning techniques. Introduction to Intelligent vehicle highway system. Various types of IVHS.

Books: 1. Traffic Engg. And Transport Planning by L.R.Kadiyali, Khanna Publishers,

Delhi. 2. Highway Engg by S.K.Khanna & C.E.G. Justo, Nem Chand Bros., Roorkee. 3. Traffic Engg. by Matson, T.M., Smith, W.S. and Hurd, F.W., McGraw- Hill

Book Co., New York. 4. Traffic Flow Theory by Drew, D.R., McGraw- Hill Book Co., New York.

 

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CET-441 RIVER MECHANICS & FLOOD CONTROL EC 3 1 0 3.5

Internal: 50 Marks End Term: 50 Marks Total: 100 Marks Pre-requisites: Knowledge of Hydrology and Irrigation Engineering Corse Outcome: On completion of the course, the students shall be able to:

CO1 Identify the characteristics and objectives of water resources systems CO2 Develop rainfall-runoff models CO3 Formulate and solve hydrologic flood routing models CO4 Perform basic economic analysis to evaluate the economic feasibility of

water resources projects CO5 Formulate and solve deterministic optimization models for design and

operation of water resources systems Syllabus: 1. Introduction:

Indian rivers, flood, flood problems, river morphology, behaviour of river flow, role of sediments in rivers, changes in regimes, river gauging, causes of flood and losses, alleviation of flooding.

2. Hydrologic Statistics: Probabilistic treatment of hydrologic data, frequency & probability functions, statistical parameters, fitting a probability distribution, probability distribution fort hydraulic variables.

3. Flood Mitigation by River Protection: Basis of river engineering, flow types, resistance flow , energy slope, backwater effect, three dimensional flow, circular and helicoidal flow, river improvement works, river survey, protection by embankment, discharge capacity, design of dyke, stability analysis of dykes, bank protection, bank recession, types of bank proterction works, channel improvement, cutoffs diversion, bypass channel, cutoff channel, floord ways, flood plain zeroing, spreading grounds.

4. Flood Mitigation by Reservoirs: Design factors, storage capacity determinations, sequent peak algorithom method, live stoorage, ripple mass curve flood routing, flood storage, dead storage, reservoir classification, reservoir sedimentation, distribution of sediments in reservoirs, measurement of sediment yields, sediment load measurement, Mood's method, life of reservoir, reservoir operation based on annual storage and regulation, single and multi purpose reservoirs, gate operation schedule, maximum and minimum flow operation, multi purpose reservoir operation, reservoir econonmics-cost benefit ratios, optimisation of benefits.

5. Flood Forecasting & Warning: Basic data, communication network, forecasting techniques and procedures, forecast of rainfall, runoff from rainfall, forecasting stages, peak travel time, forecast reporting flood warning, engineering methods for flood fighting

6. Engineering Economics of Flood Control: Estimation of flood damages, estimation of benefits of flood control, cost benefit analysis of flood control project.

 

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References: 1 Flood Control & Drainage Engg. by S.N.Ghosh. 2 Hydrology & Flood Control Engg. by S.K.Garg. 3 Hydrology & Water Resources Engg. by K.C.Patra.

 

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CET-419 HYDRO ELECTRIC POWER DEVELOPMENT

CC 3 1 0 3.5

Internal: 50 Marks End Term: 50 Marks Total: 100 Marks

Pre-requisites: Knowledge of Engineering Geology and Geotechnical Engineering - II. Corse Outcome: On completion of the course, the students shall be able to:

CO1 Estimate hydropower potential CO2 Identify types of hydropower plants CO3 Design penstocks and surge shaft CO4 Plan the layout of a hydropower plant

Syllabus: 1. Introduction:

Sources of power , estimation of water power, necessity and importance of harnessing small hydro power, flow duration and power duration curves, load curve, load factors, capacity factors, utilisation factors, firm and secondary power.

2. Types of Hydro Power Plants: Elements of Hydro power, classification of hydro-power plants, run-of-river plants, storage plants diversion canal development, pumped storage plants, tidal power plants, base load and peak load plants in a power grid.

3. Intakes: Intake structures, functions and their types, components of intakes-forebay, trash racks, gates and valves, force required to operate gates.

4. Conveyance System: Penstocks, design criterion, economical diameter anchor blocks, cradles and footings, water hammer, instantaneous closure of power canal, surge tank, surges in canals.

5. Turbines: Types of turbines, specific speed and classification of turbines, synchronous speed, scroll casing , flumes and draft tubes, dimensions of scroll casing and draft tubes, setting of turbines

6. Power House: General layout and arrangements of hydro-power units, number and size of units, sub-structure, spacing of units, super-structure, underground power stations, tidal power.

References: 1 Water Power Engineering, Dandekar, M.M., Sharma,K.N. 2 Hydro-Electric Engineering Practice Vol.I ,II & III Brown J.G. 3 Water Power Engineering, Borrows, H.K. 4 Water Power Development, Vol.I & II, Mosonyi,E. 5 Water Power Engineering, M.M.Deshmukh.

 

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CET-421 CONCRETE TECHNOLOGY OE 3 1 0 3.5

Internal: 50 Marks End Term: 50 Marks Total: 100 Marks Pre-requisites: Knowledge of Building Materials, Construction and Drawing Corse Outcome: On completion of the course, the students shall be able to:

CO1 Identify Quality Control tests on concrete making materials CO2 Understand the behavior of fresh and hardened concrete CO3 Design concrete mixes as per IS and ACI codes CO4 Understand the durability requirements of concrete CO5 Understand the need for special concretes

Syllabus: 1. Concrete as Structural Material:

Introduction, preparation of concrete, grades of concrete, advantages of concrete, concept of quality control.

2 Concrete Making Materials: Cement, tests on cement (physical tests), types of Portland cement, various types of cement-ordinary Portland cement, rapid hardening cement, low heat cement, sulphate resistant cement, portland-pozzolona cement, high strength Portland cement, high alumina cement, waterproof cement, white Portland cement, hydrophobic cement, coloured Portland cement.

Aggregates, classification of aggregates based on petrographic, size, shape & texures, deleterious substances in aggregates, bulking of fine aggregate, sieve analysis, grading of aggregates as per IS-383-1970. Fineness Modulus, Maximum size of aggregate. Quality of mixing water, curing water.

3 Properties of Concrete: Introduction, workability, factors influencing workability, measurement of workability, requirements of workability, properties of hardened concrete, stress and strain characteristics of concrete, Young's modulus of concrete, creep and shrinkage of concrete, permeability of concrete, durability of concrete sulphate attack, fire-resistance, thermal properties of concrete, construction joints, expansion and contraction joints.

4 Production of Concrete: Introduction, batching of materials, mixing of concrete materials, transportation of concrete, compaction of concrete, ready mixed concrete, vibrators, Internal vibrators, external vibrators, concrete curing and formwork removal.

5 Non-Destructive Testing of Concrete: Significance of Non-Destructive Testing, Rebound Hammer, Ultrasonic pulse velocity techniques, Penetration techniques, pullout tests, vibration methods, Radioactive techniques. Cover meter, core-tests.

6 Deterioration of Concrete & its Prevention: Causes of concrete deterioration, deterioration by water, surface weir, frost action, deterioration by chemical reactions, sulphate attack, alkali-aggregate reaction, corrosion of embedded steel in concrete. Prevention of deterioration of concrete.

 

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7 Repair Technology for Concrete Structures: Symptoms and diagnosis of distress, evaluation of cracks, repair of cracks, common types of repairs, distress in fire damaged structures, underwater repairs.

8 Special Concrete: Light weight concrete, definition and its properties, applications, high strength concrete, definitions, its properties and applications, mass concrete, waste material based concrete, shortcrete, fiber reinforced concrete: Materials. Fibers-types and properties, ferrocement, polymer concrete composites, heavy-weight concrete for radiation shielding.

9 Prestressed Concrete: Introduction, Basic concepts, classification and types of prestressing, prestressing systems, properties of materials, pretensioned and post-tensioned concrete elements.

Books: 1. Gambhir,M.L.,'Concrete Technology', TMH Pub.N.Delhi. 2. Shetty, M.S.'Concrete Techhnology', S.Chand & Co.N.Delhi.

 

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CET-423 ENVIRONMENTAL ENGINEERING OE 3 1 0 3.5

Internal: 50 Marks End Term: 50 Marks Total: 100 Marks Pre-requisites: Knowledge of Sewerage & Sewage Treatment, Water Supply and Treatment Corse Outcome: On completion of the course, the students shall be able to:

CO1 Identify environmental problems arising due to engineering and technological activities and the science behind those problems.

CO2 Estimate the population - economic growth, energy requirement and demand.

CO3 Analyse material balance for different environmental systems. CO4 Realize the importance of ecosystem and biodiversity for maintaining

ecological balance. CO5 Identify the major pollutants and abatement devices for environmental

management and sustainable development Syllabus: 1. Introduction

Environment and its segment, biosphere, impact of humans upon environment, impact of environment upon humans, biodiversity and sustainable development.

2. Ecology Meaning, scope and sub-division on ecology. Ecosystems and its types. Energy flow – radiation and heat budget, food chains, trophic levels, ecological pyramids, biogeochemical cycles (nitrogen, sulpher, phosphorus), consortism and its ranks. Ecological balance in nature, sources and effects of radioactive fall outs, disposal of radioactive wastes, chemical and biological agents and effects of chemical and biological warfare, population explosion - its effects and India scenario.

3. Energy And Environment Energy, uses of energy, historical background, economics of energy, conventional and non-conventional sources of energy, renewable energy sources (such as solar, wind, tidal, wave, geothermal, hydro and bio mass energy) and their environmental impact with special reference on Indian scenario.

4. Air Pollution Composition and structure of atmosphere, classification and sources of air pollutants, effects of air pollution on plants, animal and human health and economic effects of air pollution. Meteorological parameters influencing air pollution, plume behaviour. Effects of air pollution on meteorological conditions (such as green house effect, ozone depletion and acid rains). El-Nino and its effects. Automobile pollution - effects and control measures. Atmospheric self – cleansing processes, approaches and techniques of air pollution control. Air pollution control devices like settling chamber, cyclones, ESP, bag – filters, catalytic converters, etc.

5. Noise Pollution General introduction to noise pollution, human acoustics, unit of measurement, loudness, measurements of noise and weighting networks,

 

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sources and effects of noise pollution. Noise abatement/control and noise standards.

6. Solid Wastes Definition, types, composition and sources of solid – wastes. Method of disposal - land filling, incineration, pulverization, and composting. Selection of method of disposal. Solid waste management and reuse of materials.

References: 1. ‘Environmental Engineering’ by H. S. Peavy. D. R. Rowe, et. Al., McGraw Hill

Book Co. New Delhi. 2. Ecology’ by E. P. Odum, Oxford and IBN Pub. New Delhi. 3. Air Pollution’ by M. N. Rao. 4. Environmental Noise Pollution’ by P. F. Cuniff, John Wiley & Sons. 5. Environmental Engineering’ by S. S. Deswal & S. Deswal, Dhanpat Rai & Co.

 

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CET-425 MACHINE FOUNDATIONS OE 3 1 0 3.5

Internal: 50 Marks End Term: 50 Marks Total: 100 Marks Pre-requisites: Knowledge of Earthquake Engineering and Concrete Structures Corse Outcome: On completion of the course, the students shall be able to:

CO1 Understand the dynamic behaviour of foundations. CO2 Select foundation for dynamic loading CO3 Design machine foundations CO4 Identify vibration isolation techniques

Syllabus: 1. Theory of Vibrations:

Definitions, harmonic motion, vibrations of a single degree freedom system, transmissibility, theory of vibration measuring instruments.

2. General Principles of Machine Foundation Design: Types of machines and machine foundations, criteria for satisfactory action of a machine foundation, permissible amplitude, allowable soil pressure, permissible stresses in concrete and steel, permissible stresses in timber.

3. Evaluation of Parameters: Modes of vibration of a rigid block foundation, Barken's soil spring constants, determination of coefficients of elastic uniform compression and Elastic uniform shear.

4. Foundations for Reciprocating Machines: Analysis of block foundation by Barken's theory of linear elastic weightless spring analogy, Indian Standard for design and construction of foundation for reciprocating machine, design procedure, design examples.

5. Foundation for Impact Machines: Dynamic analysis, Barken's recommendations for weight and base contact area, IS Code practice for design and construction of foundations for impact machines, design procedure, design examples.

6. Foundations for Rotary Machines: Special considerations, design criteria, methods of analysis and design.

7. Vibration Isolation and Screening: Active isolation, passive isolation, methods of isolation, wave screening, vibration absorbing materials, planning for vibration isolation.

References: a. Dynamics of Bases and Foundations by D.D.Barken b. Soil Dynamics by Shamsher Prakash c. Soil Dynamics and Machine Foundations by Swami Saran d. Principles of Soil Dynamics by B.M.Das e. Vibration and Shock Isolation by Crede

 

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CET-427 to

CET-445

PROJECT I CC 0 0 4 9

Internal: 50 Marks End Term: 50 Marks Total: 100 Marks

Pre-requisites: Corse Outcome: On completion of the course, the students shall be able to:

CO1 Work in a team to select a problem for project work CO2 Review and evaluate the available literature on the chosen problem CO3 Formulate the methodology to solve the identified problem CO4 Apply the principles, tools and techniques to solve the problem CO5 Prepare and present project report

 

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CET-402 BRIDGE ENGINEERING CC 3 1 0 3.5

Internal: 50 Marks End Term: 50 Marks Total: 100 Marks Pre-requisites: Knowledge of Transportation Engineering and Concrete Structures Corse Outcome: On completion of the course, the students shall be able to:

CO1 Design the slab culvert, Box culvert CO2 Design the T beam bridge and substructures CO3 Design the Bridge bearings CO4 Design the steel bridge for railways

Syllabus: 1 Introduction:

Definition, components of bridge, classification of bridges, selection of site , economical span, aesthetics consideration, necessary investigations and essential design data.

2 Standard Specifications For Roads And Railways Bridges: General, Indian Road Congress Bridge Code, width of carriage way, clearance, various loads to be considered for the design of roads and railway bridges, detailed explanation of IRC standard live loads.

3 Design Consideration for R. C. C. Bridges: Various types of R.C.C. bridges(brief description of each type) , design of R.C.C. culvert and T-beam bridges.

4 Design Consideration for Steel Bridges: Various types of steel bridges (brief description of each), design of truss and plate girder bridges.

5 Hydraulic & Structural Design: Piers, abutments, wingwall and approaches.

6 Brief Description: Bearings, joints, articulation and other details.

7 Bridge Foundation: 8 Various types, necessary investigations and design criteria of well foundation. References: 1. Essentials of Bridge Engineering, D.J.Victor, Oxford & IBH Pub.N.Delhi. 2. Design of Bridges, N.Krishna Raju, Oxford & IBH, N.Delhi. 3. Bridge Deck Analysis, R.P.Pama & A.R.Cusens, John Wiley & Sons. 4. Design of Bridge Structures, T.R.Jagadish & M.A.Jairam, Prentice Hall of India, N.Delhi.

 

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CET-404 RAILWAY AND AIRPORT ENGINEERING CC 3 1 0 3.5

Internal: 50 Marks End Term: 50 Marks Total: 100 Marks Pre-requisites: Knowledge of Transportation Engineering Corse Outcome: On completion of the course, the students shall be able to:

CO1 Understand the knowledge of various systems of railway, airport transportation.

CO2 Understand the design concept of railway track, runway, taxiways, etc. CO3 Apply the concept of geometric design of railway track, runway, taxiway,

etc. CO4 Apply the knowledge of various signaling system for railway engineering,

air traffic control navigational aids. Syllabus:

Part-A Railway Engineering 1. Introduction, Permanent Way And Rails

Rail transportation and its importance in India. Permanent way: requirements and components. Gauges in India and abroad. Selection of gauge. Coning of wheels. Adzing of sleepers. Rails: functions, composition of rail steel, types of rail sections, requirements of an ideal rail section, length of rails. Defects in rails. Creep of rails. Long welded rails and continuously welded rails.

2. Sleepers, Fastenings And Ballast

Sleepers: functios, requirements of an ideal sleeper. Types of sleepers: wooden, cast iron, steel and concrete sleepers, advantages, disadvantages and suitability of each type. Sleeper density. Fastenings for various types of sleepers: fish plates, spikes, bolts, bearing plates, keys, chairs, jaws, tie bars. Elastic fastenings. Ballast: functions, requirements, types of ballast and their suitability.

3. Points And Crossings

Necessity. Turnout: various components, working principle. Switch: components, types. Crossing: components and types. Design elements of a turnout, design of a simple turnout. Layout plan of track junctions: crossovers, diamond crossing, single-double slips, throw switch, turn table, triangle.

4. Signalling, Interlocking And Train Control

Signals: objects, types and classification. Semaphore signal: components, working principle. Requirements / principles of a good interlocking system. Brief introduction to devices used in interlocking. Methods of control of train movements: absolute block system, automatic block system, centralised train control and automatic train control systems.

5. Geometric Design Of The Track

 

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Gradients, grade compensation. Superelevation, cant deficiency, negative superelevation. Maximum permissible speed on curves. Tractive resistances, types. Hauling capacity of a locomotive.

6. Stations, Yards And Track Maintenance

Stations: functions and classification. Junction, non-junction and terminal stations. Yards: functions, types. Marshalling yard: functions, types. Maintenance of railway track: necessity, types of maintenance. Brief introduction to mechanised maintenance, M.S.P and D.T.M.

Part-B Airport Engineering 1. Introduction And Airport Planning

Air transportation, its importance and characteristics, status in India. Layout plan of an airport and its basic elements: terminal area, apron, taxiway, runway, hanger. Aircraft characteristics, their effect on elements of an airport. Site selection of an airport. Classification of airports.

8. Runway Layout And Pavement Design

Runway orientation, Wind Rose diagram. Basic runway length. Corrections to basic runway length. Runway patterns. Difference between highway and runway pavement. Types of runway pavements. Design factors for runway pavement. Brief introduction to design of thickness of a runway pavement.

Note: In total 8 questions will be set, 6 from part-A and 2 from part-B. Candidates will be required to attempt 5 questions selecting atleast 1 from part-B.

References: 1. A text book of Railway Engineering by S.C.Saxena and S.P.Arora, Dhanpat

Rai Publicatios, N.Delhi. 2. Railway Track Engg. by J.S.Mundray, Tata McGraw-Hill Publishing Co. Ltd.

N.Delhi. 3. Airport Planning and Design by S.K.Khanna, M.G.Arora, Nem Chand Bros.,

Roorkee. 4. The Planning and Design of Airports by Robort Hornjeff, McGraw Hill Book

Co. 5. Air Transportation Planning and Design by Virender Kumar & Satish Chandra,

Galgotia Publications, N.Delhi.

 

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CET-406 IRRIGATION ENGINEERING-II CC 3 1 0 3.5

Internal: 50 Marks End Term: 50 Marks Total: 100 Marks Pre-requisites: Knowledge of Hydrology and Irrigation Engineering-I Corse Outcome: On completion of the course, the students shall be able to:

CO1 Plan an Irrigation System CO2 Design irrigation canals and canal network CO3 Plan and design diversion head works CO4 Design irrigation canal structures CO5 Analyze gravity and earth dams CO6 Design spillways and energy dissipations works

Syllabus: 1 Regulation works:

Canal falls-necessity and location, development of falls, design of cistern element , roughening devices, design of Sarda type fall, design of straight Glacis fall. Off-take alignment, cross-regulator and distributory head regulators, devices to control silt entry into the off-taking channel and silt ejector, canal escapes, types of escapes.

2 Cross drainage works: Classification and their selection, hydraulic design aspects of aqueducts, syphon aqueducts, super passage, canal syphon and level crossing, design of transitions.

3 Diversion canal headworks: Various components and their functions, layout plan, selection of site for diversion headworks, Bligh's creep theory, Khosla's method of independent variables, use of Khosla's curves, various corrections, silt excluders.

4 Storage Headworks: Types of dams, selection of a site, gravity dam-two dimensional design, forces acting, stability criterion, elementary profile of a dam, cutoffs and drainage galleries, arch dams-constant angle and constant radius arch dam, simple design and sketchs, most economical angle, Earth dam, design principles, seepage through earth dams, seepage line, control of seepage, design of filters.

5 Spillways and Energy Dissipators: Essential requirements of spillway and spillway's capacity, types of spillways and their suitability, Ogee spillways, chute, side channel, shaft and syphon spillways, energy dissipation below spillways, stilling basins, USBR and I.S.Stilling Basins.

References: 1 Irrigation,Water Resources and Water Power Engineering by P.N.Modi. 2 Fundamentals on Irrigation Engineering by Bharat Singh. 3 Irrigation Engineering and Hydraulic Structures by S.K.Garg. 4 Theory and Design of Irrigation Structures Vol.I & II by R.S.Varshney, Gupta

& Gupta.

 

  87

CET-403 ESTIMATION AND ACCOUNTS CC 0 0 2 1.5

Internal: 50 Marks End Term: 50 Marks Total: 100 Marks

Pre-requisites: Knowledge of Building Materials, Construction and Design Corse Outcome: On completion of the course, the students shall be able to:

CO1 Prepare quantity estimates for buildings, roads, rails and canal works CO2 Calculate the quantity of materials required for civil engineering works as

per specifications CO3 Evaluate contracts and tenders in construction practices CO4 Prepare cost estimates

Syllabus: 1. Estimate:

Principles of estimation, units, items of work, different kinds of estimates, different methods of estimation, estimation of materials in single room building, two roomed building with different sections of walls, foundation, floors and roofs, R.B. and R.VC.C. works, Plastering, White-washing, Distempering and painting, doors and windows, lump sum items, Estimates of canals, roads etc.

2. Specification of Works:

Necessity of specifications, types of specifications, general specifications, specification for bricks, cement, sand, water, lime, reinforcement; Detailed specifications for Earthwork, Cement, concrete, brick work,floorings, D.P.C., R.C.C., cement plastering, white and colour washing, distempering, painting.

3. Rate Analysis:

Purpose, importance and requirements of rate analysis, units of measurement, preparation of rate analysis, procedure of rate analysis for items:- Earthwork, concrete works, R.C.C. works, reinforced brick work, plastering, painting, finishing(white-washing, distempering).

4. Public Works Account:

Introduction, function of P.W. department, contract, guidelines, types of contracts, their advantages and disadvantages, Tender and acceptance of tender, Earnest money, security money, retention money, measurement book, cash book, preparation, examination and payment of bills, first and final bills, administrative sanction, technical sanction.

References: a. Estimating and Costing for Building & Civil Engg.Works by P.L.Bhasin,

S.Chand & Co., N.Delhi. b. Estimating, Costing & Specification in Civil Engg. by M.Chakarborty, Calcutta. c. Estimating & Costing in Civil Engg..: Theory & Practice by B.N.Dutta, S.Dutta

& Co., Lucknow. d. Building Construction Estimating by George H.Cooper, McGraw Hill Book Co.,

New York.

 

  88

CET-410 GROUND WATER ENGINEERING EC 3 2 0 4

Internal: 50 Marks End Term: 50 Marks Total: 100 Marks Pre-requisites: Knowledge of Hydrology and Irrigation Engineering Corse Outcome: On completion of the course, the students shall be able to:

CO1 Evaluate groundwater resources using geophysical methods CO2 Estimate aquifer parameters CO3 Model regional groundwater flow and design water wells CO4 Design water wells

Syllabus: Properties of Aquifers, Formation constants, compressibility of aqufers, Equation of motion for steady and unsteady ground water flow in isotropic homogeneous aquifers, Dupit's assumptions. Unconfined flow with a recharge, tile dtrain problem. Ground water exploration and methods of investigations. Effect of boundaries, interference of water, leaky aquifers, Thiem's equilibrium formula for unconfined and confined aquifers and determination of hydraulic properties of aquifers. Partial penetration of an aquifer by a well, spherical flow in a well. Non equilibrium formula for aquifer(unsteady radial flows).

Tubewells, optimum capacity, silting of tubewell, design of tubewells in different aquifers, tubewell types, parts, bore hole, strains, its types, well pipe, casing pipe, blind pipe. Construction and working of tubewells, site selection, drilling operation, cable tool method, hydraulic method, rivers Rotary Method and drilling fluids, well screen assembly installation, verticality and alignment of tubewells, gravel packing, development of tubewells, sickness, inconstruction and corrosion and failure of tubewells, Pumping equipment and hydraulic testing of pumps.

Artificial recharge of ground water, considerations and methods, recharge techniques induced infiltration, water spreading, flooding, basins, ditching, modification of natural channels, irrigation, recharge pits, shafts and recharge wells. References: 1. GroundwaterHydrology, D.K.Todd, John Wiley & Sons Inc.Newyork. 2. Groundwater, H.M.Raghunath, Wiley Eastern Ltd., N.Delhi

 

  89

CET-412 ENVIRONMENTAL IMPACT ASSESSMENT EC 3 2 0 4

Internal: 50 Marks End Term: 50 Marks Total: 100 Marks Pre-requisites: Knowledge of Environmental Engineering Corse Outcome: On completion of the course, the students shall be able to:

CO1 Identify the environmental attributes to be considered for the EIA study. CO2 Formulate objectives of the EIA studies. CO3 Identify the suitable methodology and prepare Rapid EIA. CO4 Prepare EIA reports and environmental management plans. CO5 Plan the methodology to monitor and review the relief and rehabilitation

works. Syllabus: 1. Environment and Human Activity:

Resources, pollution, reuse and environmental management. 2. Management of Aquatic Environment:

Water quality controls. Drainage basin activities and water pollution. The impact of human activity on aquatic resources. The control measures, regional planning.

3. Air Quality Management:

Atmosphere, effect of human activity on air quality, waste disposal alternative. Optimization, planning of waste disposal.

4. Waste Management:

Impact of waste disposal of human activity. 5. Land Use Management:

Impact of land use on human life. Control of hazards in land use, management of land use.

6. Environmental Assessment:

National environmental policy, implication of environment assessment in design process. Preparation of assessment, quantification. General requirements of environmental standards. Techniques of setting standards.

7. Case studies of EIA of river valley projects and thermal power projects. References: a. Environmental Impact Analysis by R.K.Jail and L.V.Urban b. Environmental Impact Assessment by Canter c. Environmental Impact Assessment by J.Glasson

 

  90

CET-442 GEOSYNTHETICS ENGINEERING EC 3 2 0 4

Internal: 50 Marks End Term: 50 Marks Total: 100 Marks Pre-requisites: Knowledge of Geo-Technology Corse Outcome: On completion of the course, the students shall be able to:

CO1 Identify the functions of geosynthetics CO2 Select the geosynthetic products CO3 Identify the testing methods for geosynthetics CO4 Design geosynthetic products

Syllabus: 1. Basic Description of Geosynthetics:

Historical Development, The Nomenclature, Function, Use Around The World, Applications, Development in India.

2. Raw Materials – Their Durability And Ageing: Raw Materials, Durability, Degrading Agencies, Polymers, Biological Resistance, Chemical Resistance, Weathering Resistance.

3. Manufacturing Methods: Fibres, Yarn, Nonwoven Geotextiles, Woven geotextiles, D.S.F. Fabrics.

4. Geogrids – Testing And Evaluation: Factors Influencing Testing, Sampling, Physical Properties, Mechanical Properties under Uniaxial loading, Creep Testing.

5. Erosion Control With Geogrids: Wind Erosion, Rain Water Erosion, Erosion Control Measures, Placement of Geogrid.

6. Bearing Capacity Improvement With Geogrids: Advantages, Mechanism. Modes of Failure, Friction Coefficient, Experimental Studies.

7. Application of Geosynthetics in Water Resources Projects: Case Studies: Dharoidam, Hiran II Dam, Meda Creek Irrigation Scheme, Lining of Kakarapar Canal.

References: 1. Designing with Geosynthetics, (Prentice-Hall) Robert M. Koerner 2. Engineering With Geosynthetics, (Tata McGraw-Hill) G.V. Rao & G.V.S. Raju

 

  91

CET-444 TRANSPORTATION PLANNING EC 3 2 0 4

Internal: 50 Marks End Term: 50 Marks Total: 100 Marks Pre-requisites: Knowledge of Transportation Engineering-I Corse Outcome: On completion of the course, the students shall be able to:

CO1 Design and conduct surveys to provide the data required for transportation planning.

CO2 Learn and understand zonal demand generation and attraction regression models.

CO3 Learn and understand demand distribution models (gravity models) and modal split models for mode choice analysis.

CO4 Develop and calibrate trip generation rates for specific types of land use developments.

CO5 Make final decisions among planning alternatives that best integrate multiple objectives such as technical feasibility and cost minimization.

Syllabus: 1. TRANSPORT PLANNING PROCESS

Status of transportation in India. Objectives and scope of transport planning.Urban, regional and national transport planning. Transport planning process, various stages. Land use and traffic.

2. TRANSPORTATION SURVEY Definition of study area. Zoning. Types of surveys. O-D surveys. Inventories of existing transport facilities, land use and economic activities.

3 . TRIP GENERATION Trip purpose. Factors affecting trip generation. Trip generation estimation by multiple linear regression analysis, brief review of category analysis, advantages and limitations of these methods.

4. TRIP DISTRIBUTION Methods of trip distribution. Basic concepts of uniform factor method, average factor method and opportunity model. Trip distribution by gravity model.

5. TRAFFIC ASSIGNMENT Principles of assignment. Assignment techniques. All or nothing assignment. Brief review of multipath assignment, capacity restraint assignment and diversion curves.

6. MODAL SPLIT General considerations for modal split. Factors affecting modal split. Brief introduction to various methods of modal split.

7. EVALUATION Need for evaluation. Several plans to be formulated. Testing. Considerations in evaluation. Economic evaluation, basic principles, brief introduction to various methods of economic evaluation, comparison.

8. MASS RAPID TRANSIT SYSTEMS Problems of Urban Transport. Introduction to MRTS. Requirements of MRTS. Types of MRTS. MRTS in India

 

  92

References: (i) Traffic Engg. And Transport Planning by L.R.Kadiyali, Khanna Publishers,

Delhi. (ii) Highway Engg by S.K.Khanna & C.E.G. Justo, Nem Chand Bros., Roorkee. (iii) Introduction to Transport Planning by Bruton, M.J., Hutchinson Technical

Education, London.

 

  93

CET-446 INTRODUCTION TO FINITE ELEMENT METHOD

EC 3 2 0 4

Internal: 50 Marks End Term: 50 Marks Total: 100 Marks

Pre-requisites: Knowledge of Mathematical Methods, Structural Analysis Corse Outcome: On completion of the course, the students shall be able to:

CO1 Develop shape functions and stiffness matrices for spring and bar elements

CO2 Develop global stiffness matrices and global load vectors CO3 Apply natural and arial coordinate systems to constant strain triangle and

linear strain triangle elements CO4 Analyze planar structural systems using finite element modelling

Syllabus: 1. Introduction:

Field conditions, boundary conditions, functional approximation, finite differences method, development of finite element method.

2. Element Properties: Displacement models, relation between the nodal degrees of freedom and generalized coordinates, convergence requirements, natural co-ordinate systems, shape functions, element strains and stresses, development of element stiffness, matrix and equivalent nodal loads, static condensation.

3. Isoparametric Elements: Isoparametric, super-parametric and sub-paramatric elements, computation of stiffness matrix of isoparametric elements, convergence criteria for isoparametric elements, numerical integration technique using Gauss Quadrature.

4. One Dimensional Element: Truss element, analysis of plane truss problem, Hermitian beam element,

beam on elastic foundation, solution of beam problem. 5. Plane Stress and Plane Strain Analysis:

Triangular elements, rectangular elements, isoparametric elements, patch test, axisymmetric solid element.

6. Plane Bending Analysis: Displacement functions, plate bending elements, reduced integration, stress smoothing technique.

7. Conduction Heat Transfer: Formulation of finite element method for heat conduction, various weighted residual techniques, one dimensional heat conduction, two dimensional conduction heat transfer.

8. Direct Stiffness Method of Analysis and Solution Technique: Assemblage of elements, direct stiffness method, boundary conditions and

reactions, Gauss elimination and matrix decompsition.

 

  94

9. Finite Element Analysis Software:

Pre-and Post-processors finite element analysis software, error estimates and adaptive meshing. References: a. Krishnamurthy, C.S.,'Finite Element Analysis-Theory and Programming', TMH

Pub.N.Delhi. b. Cook, R.D.,Malkus,D.S. and Plesha,M.E.,'Concept and Applications of Finite

Element Analysis', John Wiley & Sons, New York. c. Desai, C.S. and Abel,J.F.,'Introduction to the Finite Element Method', Affiliated

East-West Press Pvt.Ltd.N.Delhi. d. Manicka Selvam,V.K.,'Finite Element Primer', Dhanpat Rai Pub.,N.Delhi.

 

  95

CET-424 IRRIGATION ENGINEERING DESIGN & DRAWING (P)

CC 0 0 2 1.5

Internal: 60 Marks End Term: 40 Marks Total: 100 Marks

Pre-requisites: Knowledge of Irrigation Engineering and Structural Analysis-I Corse Outcome: On completion of the course, the students shall be able to:

CO1 Design irrigation canals and canal network CO2 Plan and design diversion head works CO3 Design irrigation canal structures CO4 Analyze gravity and earth dams CO5 Design spillways and energy dissipations works

Syllabus: Complete design and drawing of the following: 1 Design of weirs and barrages on permeable foundation for surface and sub

surface flow conditions. 2 Design of Guide Banks. 3 Flood Routing using step by step method. 4 Design of Syphon Aquaduct. 5 Design of Sarda type fall & sloping glacis fall. 6 Seepage line in a homogeneous earth dams on impermeable foundation with

horizontal drainage. 7 Design of Ogee Spillway and stilling basin. Note: Emphasis would be given to the computer aided designs of some of above structures.

 

  96

CET- ENVIRONMENTAL STUDIES OEC 4 - 0 3.5

Internal: 50 Marks End Term: 50 Marks Total: 100 Marks

Pre-requisites: None Corse Outcome: On completion of the course, the students shall be able to:

CO1 Identify environmental problems arising due to engineering and technological activities and the science behind those problems.

CO2 Estimate the population - economic growth, energy requirement and demand.

CO3 Analyse material balance for different environmental systems. CO4 Realize the importance of ecosystem and biodiversity for maintaining

ecological balance. CO5 Identify the major pollutants and abatement devices for environmental

management and sustainable development Unit 1 : Multidisciplinary nature of environmental studies Definition, scope and importance Need for public awareness. Unit 2 : Natural Resources : Renewable and non-renewable resources : Natural resources and associated problems a) Forest resources : Use and over-exploitation, deforestation, case studies. Timber extraction, mining, dams and their effects on forest and tribal people. b) Water resources : Use and over-utilization of surface and ground water, floods, drought, conflicts over water, dams-benefits and problems. c) Mineral resources : Use and exploitation, environmental effects of extracting and using mineral resources, case studies. d) Food resources : World food problems, changes caused by agriculture and overgrazing, effects of modern agriculture, fertilizer-pesticide problems, water logging, salinity, case studies. e) Energy resources : Growing energy needs, renewable and non renewable energy sources, use of alternate energy sources. Case studies. f) Land resources : Land as a resource, land degradation, man induced landslides, soil erosion and desertification. • Role of an individual in conservation of natural resources. • Equitable use of resoureces for sustainable lifestyles. Unit 3 : Ecosystems Concept of an ecosystem, Structure and function of an ecosystem, Producers, consumers and decomposers, Energy flow in the ecosystem, Ecological succession, Food chains, food webs and ecological pyramids, Introduction, types, characteristic features, structure and function of the following ecosystem :-

1. Forest ecosystem 2. Grassland ecosystem 3. Desert ecosystem 4. Aquatic ecosystems (ponds, streams, lakes, rivers, oceans, estuaries

 

  97

Unit 4 : Biodiversity and its conservation Introduction – Definition : genetic, species and ecosystem diversity, Biogeographical classification of India, Value of biodiversity : consumptive use, productive use, social, ethical, aesthetic and option values, Biodiversity at global, National and local levels, India as a mega-diversity nation, Hot-sports of biodiversity, Threats to biodiversity : habitat loss, poaching of wildlife, man-wildlife conflicts, Endangered and endemic species of India, Conservation of biodiversity : In-situ and Ex-situ conservation of biodiversity. Unit 5 : Environmental Pollution Definition, Cause, effects and control measures of -

1. Air pollution 2. Water pollution 3. Soil pollution 4. Marine pollution 5. Noise pollution 6. Thermal pollution 7. Nuclear hazards

Solid waste Management : Causes, effects and control measures of urban and industrial wastes. • Role of an individual in prevention of pollution. • Pollution case studies. • Diaster management : floods, earthquake, cyclone and landslides. Unit 6 : Social Issues and the Environment From Unsustainable to Sustainable development, Urban problems related to energy, Water conservation, rain water harvesting, watershed management, Resettlement and rahabilitation of people; its problems and concerns, Case Studies, Environmental ethics : Issues and possible solutions. Climate change, global warming, acid rain, ozone layer depletion, nuclear accidents and holocaust, Case Studies, Wasteland reclamation, Consumerism and waste products, Environment Protection Act, Air (Prevention and Control of Pollution) Act, Water (Prevention and control of Pollution) Act, Wildlife Protection Act, Forest Conservation Act, Issues involved in enforcement of environmental legislation, Public awareness. Unit 7 : Human Population and the Environment Population growth, variation among nations, Population explosion – Family Welfare Programme, Environment and human health, Human Rights, Value Education, HIV/AIDS, Women and Child Welfare, Role of Information Technology in Environment and human health, Case Studies. Unit 8 : Field work Visit to a local area to document environmental assets river/forest/grassland/hill/mountain Visit to a local polluted site-Urban/Rural/Industrial/Agricultural

1. Study of common plants, insects, birds. 2. Study of simple ecosystems-pond, river, hill slopes, etc. (Field work Equal to 5

lecture hours)

 

  98

CET-422 TRANSPORTATION ENGINEERING – II (P) EC - - 2 1

Internal: 60 Marks End Term: 40 Marks Total: 100 Marks

Pre-requisites: Knowledge of Transportation Engineering-I Corse Outcome: On completion of the course, the students shall be able to:

CO1 Conduct traffic studies for estimating traffic flow characteristics CO2 Characterize the pavement materials CO3 Perform quality control tests on pavements and pavement materials CO4 Estimate earth work from longitudinal and cross-section details

Syllabus: 1. Flakiness and Elongation Index of aggregates. 2. Specific gravity and water absorption test on aggregates. 3. Specific gravity of bitumen. 4. Proportioning of aggregates. 5. Marshall’s stability test. 6. Stripping test on aggregates. 7. Determination of bitumen content. 8. CBR lab test on soil. 9. Traffic volume study using videography technique. 10. Traffic speed study using videography technique.

 

  99

CET-426 to

CET-450

PROJECT I CC 0 0 4 3

Internal: 50 Marks End Term: 50 Marks Total: 100 Marks

Pre-requisites: Corse Outcome: On completion of the course, the students shall be able to:

CO1 Work in a team to select a problem for project work CO2 Review and evaluate the available literature on the chosen problem CO3 Formulate the methodology to solve the identified problem CO4 Apply the principles, tools and techniques to solve the problem CO5 Prepare and present project report

   

 

  100

LIST OF OPEN ELECTIVE-I FOR VII SEMESTER Sr. Course No. Name of Subject Remarks 1. CET-419 Hydro Electric Power Development 2. CET-421 Concrete Technology 3. CET-423 Environmental Engg. 4. CET-425 Machine Foundations 5. COT-471 Fundamentals of Software Engg. 6. COT-473 Fundamentals of Database Systems 7 COT-475 Fundamentals of Computer Hardware Technologies 8. COT-477 Artificial Intelligence 9. ET-461 Non-Conventional Energy Sources 10. ET-463 System Modeling and Control Only for C and M 11. ET-465 Fault Tolerance and Reliability Engg. 12. ET-467 Illumination Engg. 13. ET-469 Microprocessors and Applications Only for C and M 14. ET-431 Transducers and Applications Only for C and M 15. ECT-431 e-Business 16. ECT-433 Radio and TV Engineering 17. ECT-435 Acoustic Engineering 18. ECT-437 Measurement Systems 19. ECT-439 Basic Communications Engg. 20. MET-429 Industrial Robotics 21. MET-431 Cryogenic Engg. 22. MET-433 Industrial Noise and Control 23. MET-435 Computer graphics and product Design 24. MET-437 Piping Engg. 25. MET-439 Process Equipment Design 26. MET-441 Industrial Engg. And Organization Not for M. 27. CHT-463 Metals and Alloys 28. HuE-461 Modern Trends in Management 29. HuE-463 Industrial Social Responsibility 30. HuE-467 Development and Planning in Indian Economy 31. HuE-475 Advance Communication Skills in English 32. MaE-467 Advanced Mathematics-I 33. PhE-465 Lasers 34. PhE-467 Ultrasonics

 

  101

LIST OF OPEN ELECTIVE-II FOR VIII SEMESTER Sr. Course No. Name of Subject Remarks 1. CET-414 River mechanics & Flood Control 2. CET-416 Geosynthetics Engg. 3. CET-418 Introduction to Finite Element Method 4. CET-420 Transport Planning 5. COT-472 Fundamentals of Operating Systems 6. COT-474 Fundamentals of Computer Networks 7. COT-476 Object Oriented Software Engg. 8. COT-478 Expert Systems 9. COT-480 Security and Cryptography 10. ET-462 Energy Management and Conservation ( All except E) 11. ET-464 Robotic Dynamics and Control 12. ET-466 Reliability Centered Maintenance 13. ET-468 Process Instrumentation & Control 14. ET-470 ANNs and Fuzzy logic 15. ET-472 Control and Guidance 16. ET-474 Artificial Intelligence and Expert Systems 17. ECT-436 IC Fabrication Processes 18. ECT-438 Op-amp Applications 19. ECT-440 Theory and Application of DSP 20. ECT-442 Mobile Communication 21 MET-428 Non-Conventional Energy Systems 22. MET-430 Value Engg. 23. MET-432 Pneumatics & Hydraulics Control 24. MET-434 Material Handling 25. MET-436 Computer Modeling & Software Engg. 26. MET-438 Air Pollution and its Control 27. ChT-464 Polymer Technology 28. HuE-462 Entrepreneurship 29. Hue-464 Human Resource Management 30. * *Intellectual Property Rights 31. MaE-468 Advanced Mathematics-II 32. PhE-468 Non-Destructive Testing 33. PhE-470 Transducers & their Applications (‘*’ Subject to the final approval of BOS AS & Hum.)

 

102  

SCHEME OF EXAMINATION FOR B.TECH.(CIVIL) DEGREE COURSE

III SEMESTER EXAMINATION ----------------------------------------------------------------------------------------------------------------------------------------------------------- -Course No. Subject Teaching Schedule Examination Schedule Total Duration L T P/D Total Theory Sessional Pract./ Marks of Viva- Exam. Voce (Hrs.) ------------------------------------------------------------------------------------------------------------------------------------------------------------------ CET-201 Structural Analysis-I 3 2 - 5 100 50 - 150 3 CET-203 Building Construction 4 - 2 6 100 50 - 150 3 Materials & Drawing CET-205 Fluid Mechanics-I 3 2 - 5 100 50 - 150 3 CET-207 Surveying-I 3 1 - 4 75 50 - 125 3 CET-209 Engineering Geology 3 1 - 4 75 50 - 125 3 MAT-201 Mathematics III 3 1 - 4 75 50 - 125 3 CET-211 Structural Mechanics-I(P) - - 2 2 - 25 25 50 3 CET-213 Fluid Mechanics-I(P) - - 2 2 - 25 25 50 3 CET-215 Surveying-I(P) - - 3 3 - 50 25 75 3 ---------------------------------------------------------------------------------- 19 7 9 35 525 400 75 1000 ------------------------------------------------------------------------------------------------------------------------------------------------------------------

 

103  

SCHEME OF EXAMINATION FOR B.TECH.(CIVIL) DEGREE COURSE IV SEMESTER EXAMINATION

------------------------------------------------------------------------------------------------------------------------------------------------------------------ Course No. Subject Teaching Schedule Examination Schedule Total Duration L T P/D Total Theory Sessional Pract./ Marks of Viva- Exam. Voce (Hrs.) ----------------------------------------------------------------------------------------------------------------------------------------------------------------- CET-202 Structural Analysis-II 3 2 - 5 75 50 - 125 3 CET-204 Design of Steel Structures-I 3 - 2 5 75 50 - 125 3 CET-206 Fluid Mechanics-II 3 2 - 5 75 50 - 125 3 CET-208 Soil Mechanics 3 2 - 5 75 50 - 125 3 CET-210 Surveying-II 3 1 - 4 75 25 - 100 3 CET-212 Fluid Mechanics-II(P) - - 2 2 - 50 25 75 3 CET-214 Soil Mechanics(P) - - 2 2 - 50 25 75 3 CET-216 Surveying-II(P) - - 2 2 - 50 25 75 3 CET-218 Engineering Geology(P) - - 2 2 - 25 25 50 3 HUT-201 Industrial sociology 2 1 - 3 75 50 - 125 3 ---------------------------------------------------------------------------------- 17 8 10 35 450 450 100 1000 ---------------------------------------------------------------------------------- ----------------------------------------------------------------------------------------------------------------------------------------------------------------- Note: Students shall devote 4 weeks to Survey Camp after 4th semester examination.

 

104  

SCHEME OF EXAMINATION FOR B.TECH.(CIVIL) DEGREE COURSE V SEMESTER EXAMINATION

------------------------------------------------------------------------------------------------------------------------------------------------------------------ Course No. Subject Teaching Schedule Examination Schedule Total Duration L T P/D Total Theory Sessional Pract./ Marks of Viva- Exam. Voce (Hrs.) ------------------------------------------------------------------------------------------------------------------------------------------------------------------ CET-301 Structural Analysis-III 3 2 - 5 75 50 - 125 3 CET-303 Design of Concrete Structures-I 4 2 - 6 100 50 - 150 4 CET-305 Hydrology 3 2 - 5 75 50 - 125 3 CET-307 Geotechnology-I 3 2 5 75 50 - 125 3 CET-309 Project Planning & Management 3 1 - 4 75 25 - 100 3 HUT-301 Principle of Management 3 1 - 4 75 50 - 125 3 CET-311 Structural Mechanics-II(P) - - 2 2 - 25 25 50 3 CET-313 Concrete Lab(P) - - 2 2 - 25 25 50 3 CET-315 Geotechnology (P) - - 2 2 - 25 25 50 3 CET-317 Survey Camp - - - - - 100 - 100 - ----------------------------------------------------------------------------------- 19 10 6 35 475 450 75 1000 ------------------------------------------------------------------------------------ ------------------------------------------------------------------------------------------------------------------------------------------------------------------

SCHEME OF EXAMINATION FOR B.TECH(CIVIL)DEGREE COURSE VI SEMESTER EXAMINATION

 

105  

------------------------------------------------------------------------------------------------------------------------------------------------------------------ Course No. Subject Teaching Schedule Examination Schedule Total Duration L T P/D Total Theory Sessional Pract./ Marks of Viva- Exam. Voce (Hrs.) ------------------------------------------------------------------------------------------------------------------------------------------------------------------ CET-302 Design of Steel Structures-II 3 -` 2 5 100 50 - 150 3 CET-304 Irrigation Engineering-I 3 2 - 5 100 50 - 150 3 CET-306 Water Resources & Systems 3 2 - 5 100 50 - 150 3 Engineering CET-308 Geotechnology-II 3 2 - 5 100 50 - 150 3 CET-310 Transportation Engineering-I 3 1 - 4 75 25 - 100 3 CET-312 Water Supply & Treatment 3 1 - 4 75 25 - 100 3 CET-314 Transportation Engg.I(P) - - 2 2 - 25 25 50 3 CET-316 Environmental Engg.-I(P) - - 2 2 - 25 25 50 3 CET-318 Computer Applications - - 3 3 - 50 50 100 3 ---------------------------------------------------------------------------------- 18 8 9 35 550 350 100 1000 ------------------------------------------------------------------------------------------------------------------------------------------------------------------ Note: Students shall devote 6 weeks to training after sixth semester examination outside the college campus at approved works.

 

106  

SCHEME OF EXAMINATION FOR B.TECH.(CIVIL)DEGREE COURSE VII SEMESTER EXAMINATION

------------------------------------------------------------------------------------------------------------------------------------------------------------------ Course No. Subject Teaching Schedule Examination Schedule Total Duration L T P/D Total Theory Sessional Pract./ Marks of Viva- Exam. Voce (Hrs.) ------------------------------------------------------------------------------------------------------------------------------------------------------------------ CET-401 Design of Concrete Structures-II 4 - - 4 100 - - 100 4 CET-403 Irrigation Engineering-II 3 1 - 4 75 25 - 100 3 CET-405 Transportation Engg.-II 3 1 - 4 75 25 - 100 3 CET-407 Sewerage & Sewage Treatment 2 1 - 3 75 25 - 100 3 CET-409 Concrete Structures-II(Drg,) - - 3 3 - 50 25 75 3 CET-411 Irrigation Engg.Design & Drawing - - 3 3 - 50 25 75 3 DEPARTMENTAL ELECTIVE-I 3 1 - 4 75 25 - 100 3 CET-413 Elements of Earthquake Engineering OR CET-415 Rock Mechanics OR CET-417 Advanced Traffic Engineering OPEN ELECTIVE-I CET-419 to CET-425 3 1 - 4 75 50 - 125 3 PROJECT-I - - 6 6 - 100 50 150 3 CET-427 Geotechnical Engineering OR CET-429 Transportation Engineering OR CET-431 Environmental Engineering CET-433 Practical Training Report - - - - - - 75 75 3 ----------------------------------------------------------------------------------- 18 5 12 35 475 350 175 1000 ------------------------------------------------------------------------------------------------------------------------------------------------------------------

 

107  

SCHEME OF EXAMINATION FOR B.TECH.(CIVIL)DEGREE COURSE VIII SEMESTER EXAMINATION

------------------------------------------------------------------------------------------------------------------------------------------------------------------ Course No. Subject Teaching Schedule Examination Schedule Total Duration L T P/D Total Theory Sessional Pract./ Marks of Viva- Exam. Voce (Hrs.) ------------------------------------------------------------------------------------------------------------------------------------------------------------------ CET-402 Bridge Engineering 3 1 - 4 75 25 - 100 3 CET-404 Railway & Airport Engineering 3 1 - 4 75 25 - 100 3 CET-406 Industrial Waste Water Treatment 3 1 - 4 75 25 - 100 3 CET-408 Estimation & Accounts - - 3 3 - 25 25 50 3 DEPARTMENTAL ELECTIVE-II 3 2 - 5 75 25 - 100 3 CET-410 Ground Water Engineering OR CET-412 Environmental Impact Assesment OPEN ELECTIVE-II 3 1 - 4 75 50 - 125 3 CET-414 to CET-420 CET-422 Transportation Engg.-II(P) - - 2 2 - 25 25 50 3 CET-424 Environmental Engg.II(P) - - 2 2 - 25 25 50 3 PROJECT-II CET-426 Structural Engineering OR - - 6 6 - 100 50 150 3 CET-428 Water Resources Engineering CET-430 Seminar - 1 - 1 - 25 - 25 3 CET-432 Comprehensive Viva-Voce - - - - - - 75 75 3 CET-434 General Fitness & - - - - - - 75 75 3 Professional Aptitude ------------------------------------------------------------------------------------ 15 7 13 35 375 350 275 1000 -----------------------------------------------------------------------------------------------------------------------------------------------------------------

 

108  

SCHEME OF EXAMINATION FOR B.TECH. I – SEMESTER (CIVIL ENGG.) DEGREE COURSE

Course No. Subject Teaching Schedule Credit Points

L T P/D Total

HSIR11 Communication Skills in English 2 0 2 4 3

MAIR11 Differential Calculus & Differential Equations 3 1 0 4 4

PHIR11 Physics – I (Theory & Lab) 2 1 2 5 4

CHIR11 Environmental Studies 2 0 0 2 2

CSIR11 Basics of Programming (Theory & Lab) 2 0 2 4 3

CEIR11 Engineering Mechanics 3 0 0 3 3

CEIR12 /

MEIR11 Engineering Graphics */ Engineering Practice *

1 0 3 4 2

SWIR11 NCC/Sports/Yoga 0 0 2 2 1

Total 15 2 11 28 22

* For half of the student strength

 

109  

SCHEME OF EXAMINATION FOR B.TECH. II – SEMESTER (CIVIL ENGG.) DEGREE COURSE

Course No. Subject Teaching Schedule Credit

Points L T P/D Total

HSIR12 Economics for Engineers 2 1 0 3 3

MAIR12 Integral Calculus & Difference Equations 3 1 0 4 4

PHIR12 Physics – II (Theory & Lab) 2 1 2 5 4

CHIR12 Chemistry (Theory & Lab) 2 1 2 5 4

CEPC12 Building Construction and Materials 3 0 0 3 3

CEPC14 Structural Analysis – I 3 0 0 3 3

CEPC16 Fluid Mechanics 3 1 0 4 4

CELR12 Material Testing (Practical) 0 0 2 2 1

CELR14 Fluid Mechanics (Practical) 0 0 2 2 1

CEIR12 /

MEIR11 Engineering Graphics */ Engineering Practice * 1

0 3 4 2

Total 19 5 11 35 29

* For half of the student strength

 

110  

SCHEME OF EXAMINATION FOR B.TECH. III – SEMESTER (CIVIL) DEGREE COURSE

Course No. Subject Teaching Schedule Credit Points

L T P/D Total

MAIR13 Numerical & Statistical Methods 3 1 0 4 4

CEPC21 Structural Analysis – II 3 1 0 4 4

CEPC23 Surveying – I 3 1 0 4 4

CEPC25 Design of Steel Structures 3 0 2 5 4

CEPC27 Water Supply & Treatment 3 1 0 4 4

CEPC29 Irrigation Engineering 3 1 0 4 4

CELR21 Structural Analysis (Practical) 0 0 2 2 1

CELR23 Surveying – I (Practical) 0 0 3 3 1

CELR25 Environmental Engineering – I (Practical) 0 0 2 2 1

Total 18 5 9 32 27

 

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SCHEME OF EXAMINATION FOR B.TECH. IV – SEMESTER (CIVIL) DEGREE COURSE

Course No. Subject Teaching Schedule Credit Points

L T P/D Total CEPC22 Design of Concrete Structures – I 3 0 2 5 4 CEPC24 Soil Mechanics 3 1 0 4 4 CEPC26 Transportation Engineering – I 3 1 0 4 4 CEPC28 Surveying – II 3 1 0 4 4 CELR22 Computational Hydraulics (Practical) 0 0 2 2 1 CELR24 Surveying – II (Practical) 0 0 3 3 1 CELR26 Soil Mechanics (Practical) 0 0 2 2 1 CELR28 Transportation Engineering – I (Practical) 0 0 2 2 1

Total 12 3 11 26 20 Survey Camp during summer vacation after 4th semester

 

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SCHEME OF EXAMINATION FOR B.TECH. V – SEMESTER (CIVIL) DEGREE COURSE

Course No. Subject Teaching Schedule Credit

Points L T P/D Total

CEPC31 Design of Concrete Structures – II 3 0 2 5 4

CEPC33 Geotechnology – I 3 1 0 4 4

CEPC35 Hydrology & Water Resources Engineering 3 1 0 4 4

CEPC37 Sewerage & Sewage Treatment 3 1 0 4 4

CEPC39 Transportation Engineering – II 3 1 0 4 4

CELR31 Geotechnology (Practical) 0 0 2 2 1

CELR33 Transportation Engineering – II (Practical) 0 0 2 2 1

CEPE39 Programme Elective – I (Computational Practical) 0 0 2 2 1

CELR35 Survey Camp - - - - 3

Total 15 4 8 27 26

 

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SCHEME OF EXAMINATION FOR B.TECH. VI – SEMESTER (CIVIL) DEGREE COURSE

Course No. Subject Teaching Schedule Credit Points

L T P/D Total

CEIR32 Industrial Training* / Project Work 0 0 20 (5)** 20 (5)** 10

* To be monitored at the Institute Level ** Teaching Load

 

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SCHEME OF EXAMINATION FOR B.TECH. VII – SEMESTER (CIVIL) DEGREE COURSE

Course No. Subject Teaching Schedule Credit Points

L T P/D Total

CEPC41 Bridge Engineering 3 1 0 4 4

CEPC43 Railway & Airport Engineering 3 0 0 3 3

CEPC45 Geotechnology – II 3 1 0 4 4

CEPC47 Construction Management, Estimating and Costing 3 0 0 3 3

OE Open Elective – I 3 1 0 4 4

CEPE Programme Elective – II (Project) 0 0 6 6 3

CEPE Programme Elective – III (Seminar) 0 1 0 1 1

HSIR14 Business Management 3 1 0 4 4

Total 18 5 6 30 26

 

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SCHEME OF EXAMINATION FOR B.TECH. VIII – SEMESTER (CIVIL) DEGREE COURSE

Course No. Subject Teaching Schedule Credit

Points L T P/D Total

CEPC42 Open Channel Hydraulics 3 0 0 3 3

CEPC44 Industrial Waste Water Treatment 3 0 0 3 3

CEPE Programme Elective – IV (Theory) 3 0 0 3 3

OE Open Elective – II 3 1 0 4 4

OE Open Elective – III 3 1 0 4 4

CELR42 Environmental Engineering – II (Practical) 0 0 2 2 1

HSIR13 Professional Ethics and IPR 1 0 2 3 2

CEIR42 Comprehensive Viva Voce 0 0 0 0 3

Total 16 2 4 22 23

 

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CEIR11 ENGINEERING MECHANICS EPR 3 0 0 3

Internal:50 Marks End Term: 50 Marks Total:100 Marks

Pre-requisites: Knowledge of Applied Physics

Unit 1: Basic Concepts Concept of Rigid body and deformable bodies, Free body diagram, Types of beams, simple and continuous beams, type of supports and reaction. Fundamentals of Determinate and Indeterminate structures, Analysis of plane trusses by method of joint and method of section, Analysis of Plane frames. Unit 2: Stresses and Strains. Concept of stress and strain (linear, lateral, shear and volumetric), Hook’s law, elastic constants and their relationship, stress-strain diagrams for brittle, elastic and plastic materials, generalized Hook’s law. Analysis of axially loaded members: Stresses, strains and deformations of the structures under concentrated loads, self-weight and temperature changes. Unit 3: Shear Force and Bending Moment Diagram. Concept of shear force diagram and bending moment diagram. Relation between shear force, bending moment and intensity of loading. Shear force and bending moment diagrams for cantilevers and simple beams due to concentrated, uniformly distributed, uniformly varying loads and couples in beams Unit 4: Bending Stresses and Shear Stresses Theory of simple bending, flexure formula, bending stress distribution, Shear stresses in beams, shear stress distribution Reference Books 1. Merian, J.L, Kraige, L.G. Engineering Mechanics – Statics, 5th Edition, Wiley

Publishers, New-Delhi, 2007. 2. Beer & Johnston, Mechanics for Engineers, 4th Edition, McGraw – Hill, New Delhi,

1987. 3. Timoshenko, S.P., Young, D.H., Rao, J.V. Engineering Machines,4th Edition,

McGraw-Hill, Singapore,1956. 4. Singer, F.L. Strength of Materials, Third Edition, Harper and Row Publishers, New

York, 1980. 5. Hearn, E.J., Mechanics of Materials, Pergaman Press, England, 1972. 6. Beer and Johnston E. R. Mechanics of Materials, 3rd Edition, Tata McGraw Hill, New

Delhi, 2007. Course Outcome 1. Determine the static indeterminacy and kinematic indeterminacy of trusses and to

analyse the trusses by using methods of joints or method of sections. 2. To define and evaluate the different kinds of stresses and strains by analytical methods. 3. To define and reason about fundamental structural concepts such as shear force,

bending moment relations, functions. To draw Shear force and Bending Moment Diagrams for determinate beams.

4. To evaluate bending and shear stresses for different loading of variuous types of beams.

 

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CEIR12 ENGINEERING GRAPHICS EPR 1 0 3 2

Internal:50 Marks End Term: 50 Marks Total:100 Marks

Pre-requisites: Knowledge of Applied Physics

Course Content 1. Orthographic Projections Theory of orthographic projections, planes of projection, four quardrants, first angle projection, third angle projection, B.I.S. Code of practice, view analysis, orientation of the object, laying out three view drawings, hidden lines and curves surfaces, conventional lines, dimensioning and lettering, conversion of pictorial view into orthographic views, development of missing views. 2.Projections of Points, Straight Lines and Planes Planes in different quadrants, projections of lines parallel to one or both the planes, contained by one or both the planes, perpendicular to plane, inclined to one plane and parallel to other, inclined to both the planes, contained by a plane perpendicular to both the planes, true length of a line and its inclinations with the reference plane, trances of line. Types of planes, perpendicular planes, oblique planes, traces of planes, projections of planes parallel to one plane, perpendicular to both the planes, perpendicular to one plane and inclined to other plane. 3. Projections of Solids Types of solid-polyhedral, solids of revolution, projections of solids, axis perpendicular to one plane, axis parallel to both the planes, axis parallel to one plane and perpendicular to other plane, axis inclined to both the planes. Section planes, sections, true shape of sections, sections of prisms, pyramids, cylinders, cone placed in simple position. 4. Graphical Statics Graphical methods, Basic concept, Bow’s notation, space diagram, force and polar diagram, funicular polygon, support and support reactions, analysis of trusses, compressive and tensile stresses, stresses in plane framed structures. Reference Books

1. Engineering Drawing- P.S.Gill (S.K.Kataria & sons, Ludhiana) 2. Elementary Engineering Drawing- N.D.Bhatt (Charotar Publishing House) 3. Graphic Statics- P.S.Gill (S.K.Kataria & sons, Ludhiana)

Course Outcome: After the completion of the course, students are able 1. To understand the concepts like dimensioning, conventions and standard related to

working drawings in order to become professionally efficient. 2. To understand the theory of projections. 3. To draw orthographic projections of lines, planes and solids. 4. To draw sections of solids including cylinders, cones, prisms and pyramids. 5. To analyses different force system (concurrent and non-concurrent) by using

graphical method.

 

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CEPC12 BUILDING CONSTRUCTION AND MATERIALS

EPR 3 0 0 3

Internal:50 Marks End Term: 50 Marks Total:100 Marks

Pre-requisites: None

Course Content 1. CONSTRUCTION Masonry Construction Introduction, various terms used, stone masonry-Dressing of stones, Classifications of stone masonry, safe permissible loads, Brick masonry-bonds in brick work, laying brick work, structural brick work-cavity and hollow walls, reinforced brick work, Defects in brick masonry, composite stone and brick masonry, glass block masonry.

Doors and Windows Locations, sizes, types of doors and windows, fixures and fastners for doors and windows. Acoustics, Sound Insulation and Fire Protection Classification, measurement and transmission of sound, sound absorber, classification of absorbers, sound insulation of buildings, wall construction and accoustical design of auditorium, fire-resisting properties of materials, fire resistant construction and fire protection requirements for buildings. 2. MATERIALS Stones Classification, requirements of good structural stone, quarrying, blasting and sorting out of stones, dressing, sawing and polishing, prevention and seasoning of stone. Brick and Tiles Classification of bricks, constituents of good brick earth, harmful ingredients, manufacturing of bricks, testing of bricks. Tiles, Terra-cotta, manufacturing of tiles and terra-cotta, types of terra-cotta, uses of terra-cotta. Cement and Mortars Cements composition, types of cement, manufacturing of ordinary Portland cement, testing of cement, special types of cement, storage of cement. Mortars Definition, proportions of lime and cement mortars, mortars for masonry and plastering. Timber Classification of timber, structure of timber, seasoning of timber, defects in timber, fire proofing of timber, plywood, fiberboard, masonite and its manufacturing, important Indian timbers. Concrete Constituents Cement, tests on cement (physical tests), types of Portland cement, various types of cement-ordinary Portland cement, rapid hardening cement, low heat cement, sulphate resistant cement, portland-pozzolona cement, high strength Portland cement, high alumina cement, waterproof cement, white Portland cement, hydrophobic cement, coloured Portland cement. Aggregates, classification of aggregates based on petrographic, size, shape & texures,

 

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deleterious substances in aggregates, bulking of fine aggregate, sieve analysis, grading of aggregates as per IS-383-1970. Fineness Modulus, Maximum size of aggregate. Quality of mixing water, curing water. 3. PROPERTIES Of CONCRETE: Introduction, workability, factors influencing workability, measurement of workability, requirements of workability, properties of hardened concrete, stress and strain characteristics of concrete, Young's modulus of concrete, creep and shrinkage of concrete, permeability of concrete, durability of concrete sulphate attack, fire-resistance, thermal properties of concrete, construction joints, expansion and contraction joints. 4. SPECIAL CONCRETE Light weight concrete, definition and its properties, applications, high strength concrete, definitions, its properties and applications, mass concrete, waste material based concrete, shortcrete, fiber reinforced concrete: Materials. Fibers-types and properties, ferrocement, polymer concrete composites, heavy-weight concrete for radiation shielding.

5. DRAWINGS I. Typical drawings of d) Cavity Wall e) Bonds in brick work f) Grillage foundation

II. Preparation of building drawing mentioning its salient features including the following details:

e) Ground floor plan f) Two Sectional Elevations g) Front and Side Elevations h) Plan and Sectional Elevation of stair case, doors/ windows/ ventilators, floor and

roof. Reference Books

7. Building Construction, Sushil Kumar, Standard Pub., N. Delhi 8. Building Material, Rangawala 9. Construction Engineering, Y.S. Sane 10. Building Construction, Gurcharan Singh, Standard Pub., N. Delhi

Corse Outcome: On completion of the course, the students will be

1. Able to identify the various building materials with symbols. 2. Able to identify the properties of building materials. 3. Made acquainted with the manufacturing process of basic construction materials. 4. Made acquainted with the masonry construction and finishes 5. Aware of building services, acoustics, DPC, etc.

 

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CEPC14 STRUCTURAL ANALYSIS-I PC 3 0 0 3

Internal:50 Marks End Term: 50 Marks Total:100 Marks

Pre-requisites: Engineering Mechanics

Unit 1: Principal stresses and strains: concept of principal planes and principal stresses, normal and shear stresses on an oblique plane, magnitude and orientation of principal stresses and maximum shear stress. Mohr's circle for plane stresses. Combined effect of axial stress, moment and shear. Theories of failure: maximum normal stress, maximum shear stress and maximum strain theory. Unit 2: Axially and Eccentrically Loaded Columns. Slenderness ratio, end connections, short columns, Euler's critical buckling loads, eccentrically loaded short columns, cylinder columns subjected to axial and eccentric loading. Unit 3: Deflections of beams: Introduction, slope and deflections in beams by differential equations, moment area method and conjugate beam method, unit load method, principle of virtual work, Maxwell's Law of Reciprocal Deflections, Williot’s Mohr diagram Unit 4: Analysis of Statically Indeterminate Structures: Introduction, Static and Kinematic Indeterminacies, Castigliano's theorems, Strain energy method, Analysis of frames with one or two redundant members using Castigliano's 2nd theorem. Course Outcome 1. To evaluate the stresses due to combined loading analytically as well as graphically 2. To understand the behaviour of different kind of columns under axial as well as eccentric

loading 3. To analyse the deflection of beams 4. To understand the concepts/ broad methods, sub-methods involved in the analysis of

indeterminate structures. References Books 5. Statically Indeterminate Structures, C.K. Wang, McGraw Hill Book Co., New York. 6. Advanced Structural Analysis, A.K. Jain, Nem Chand & Bros., Roorkee. 7. Indeterminate Structures, R.L. Jindal, S. Chand & Co., New Delhi. 8. Theory of Structures, Vol. I, S.P. Gupta & G.S.Pandit, Tata McGraw Hill, New Delhi.

 

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CEPC16 FLUID MECHANICS PC 3 1 0 4

Internal:50 Marks End Term: 50 Marks Total:100 Marks

Course Content 1. Introduction Fluid properties, mass density, specific weight, specific volume and specific volume and specific gravity, surface tension, capillarity, pressure inside a droplet and bubble due to surface tension, compressibility viscosity, Newtonian and Non-newtonian fluids, real and ideal fluids.

2. Kinematics of Fluid Flow Stready & unsteady, uniform and non-uniform, laminar & turbulent flows, one, two & three dimensional. flows, stream lines, streak lines and path lines, continuity equation in differential form, rotation and circulation, elementary explanation of stream function and velocity potential, rotational and irrotational flows, graphical and experimental methods of drawing flownets.

3. Fluid Statics: Pressure-density-height relationship, gauge and absolute pressure, simple differential and sensitive manometers, two liquid manometers, pressure on plane and curved surfaces, center of pressure, Buoyancy, stability of immersed and floating bodies, determination of metacentric height, fluid masses subjected to uniform acceleration, free and forced vortex.

4. Dynamic of Fluid Flow Euler's equation of motion along a streamline and its integration, limitation of Bernoulli’s equation, Pitot tubes, venturimeter, Orficemeter, flow through orifices & mouth pieces, sharp crested weirs and notches, aeration of nappe.

5. Laminar Flow: Navier Stoke's equation, Laminar flow between parallel plates, Couette flow, laminar flow through pipes-Hagen Poiseuille law, laminar flow around a sphere-Stokes'law.

6. Flow through pipes Types of flows-Reynold's experiment, shear stress on turbulent flow, boundary layer in pipes-Establishment of flow, velocity distribution for turbulent flow in smooth and rough pipes, resistance to flow of fluid in smooth and rough pipes, Stanton and Moody's diagram. Darcy's weisbach equation, other energy losses in pipes, loss due to sudden expansion, hydraulic gradient and total energy lines, pipes in series and in parallel, equivalent pipe, branched pipe, pipe networks, Hardy Cross method, water hammer.

7. Drag and Lift Types of drag, drag on a sphere, flat plate, cylinder and airfoil, development of lift on immersed bodies like circular cylinder and airfoil.

8. Dimensional Analysis and Hydraulic Similude Dimensional analysis, Buckinghum theorem, important dimensionless numbers and their significance, geometric, kinematic and dynamic similarity, model studies, physical modeling, similar and distorted models.

 

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Reference Books

1. Theory and application of fluid Mechanics including Hydraulic Mechanics by K Subramanya

2. Introduction to Fluid Mechanics by Robert N.Fox & Alan T.Macnold 3. Hydraulic and Fluid Mechanic by P.N.Modi & S.M.Seth 4. Introduction to Fluid Mechanics by Robert W.Fox & Alan T.McDonald 5. Fluid Mechanics Through Problems by R.J.Garde 6. Engineering Fluid Mechanics by R.J.Garde & A.G.Mirajgaoker

 

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CELR12 MATERIAL TESTING (P) ELR 0 0 2 1

Internal:60 Marks End Term: 40 Marks Total:100 Marks

Course Content

Tests on Cement

1. Standard consistency of cement using Vicat's apparatus. 2. Fineness of cement by Sieve analysis and Blaine's air permeability method. 3. Soundness of cement by Le-Chatelier's apparatus. 4. Setting time of cement, initial and final. 5. Compressive strength of cement. 6. Measurement of specific gravity of cement. 7. Measurement of Heat of Hydration of cement.

Tests on Aggregate

1. Moisture content and bulking of fine aggregate. 2. Fineness modulus of coarse and fine aggregates.

Tests on Concrete

1. Workability of cement concrete by (a) Slump test, (b) Compaction factor test, (c) Flow table test

2. Compressive strength of concrete by (a) Cube test, (b)Cylinder test 3. Indirect tensile strength of concrete-split cylinder test. 4. Modules of rupture of concrete by flexure test 5. Bond strength between steel bar and concrete by pull-out test 6. Non-destructive testing of concrete

Tests on other materials

1. Bending test on timber and plywood. 2. Compression test on timber. 3. Compressive strength, water absorption and efflorescence test on bricks. 4. Flexural strength of flooring and roofing tiles. 5. Abrasion test of flooring tiles: marble and mosaic tiles. 6. Tensile Strength, elongation, proof stress and ultimate strength of Steel Bars

 

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CELR14 FLUID MECHANICS (P) ELR 0 0 2 1

Course Content Fluid Mechanics – Laboratory Experiments

1. To determine metacentric height of the ship model. 2. To verify the Bernoulli's theorem. 3. To determine coefficient of discharge for an Orificemeter/ venturimeter. 4. To determine coefficient of discharge for an Orifice under variable head. 5. To calibrate a given notch. 6. To study velocity distribution in a rectangular open channel. 7. To determine the coefficient of drag by Stoke's law for spherical bodies. 8. To study the phenomenon of cavitation in pipe flow. 9. To determine the critical Reynold's number for flow through commercial pipes. 10. To determine the coefficient of discharge for flow over a broad crested weir. 11. To study the characteristics of a hydraulic jump on a horizontal floor and sloping

glacis including friction blocks. 12. To study the momentum characteristics of a given jet. 13. To determine head loss due to various pipe fittings.

 

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CEPC21 STRUCTURAL ANALYSIS-II PC 3 1 0 3

Internal:50 Marks End Term: 50 Marks Total:100 Marks

Pre-requisites: Structural Analysis – I

1 Analysis of continuous beam and frames

Slope deflection method, moment distribution method, Kani’s method, Approximate analysis of frames for vertical and lateral loads

8. Unsymmetrical Bending Introduction Centroidal principal axes of sections, Bending stresses in beam subjected to unsymmetrical bending, shear centre, shear centre for channel, Angles and Z sections.

9. Rolling Loads and Influence lines Diagrams Introduction, Single concentrated load, uniformly distributed load longer than span, shorter than span , two point loads, several point loads, Max.B.M. and S.F.Absolute, Max.B.M.

Introduction, influence lines for three hinged and two hinged arches, load position for Max.S.F. and B.M. at a section in the span.

Muller-Breslau Principle, I.L. for B.M. & S.F. for continuous Beams. 10. Analysis of Arches:

Three Hinge Arches: Horizontal thrust, shear force and Bending Moment diagram Two Hinge Arches: Parabolic and circular arches, Bending Moment Diagram for various loadings, temperature effets, web shortening, Axial thrust and Radial Shear force diagrams. Fixed Arches: Expression for Horizontal thrust and Bending Moment at a section, elastic centre

Course Outcome 1. To analysis the structures using different displacement methods 2. To understand the behaviour of structure under unsymmetrical bending 3. To understand influence line diagram and be able to draw influence lines for various

functions of determinate and indeterminate structures 4. To analyse the arches

References Books 1. Indeterminate structures, R.L.Jindal S.Chand & Co.,N.Delhi.Advanced Structural

Analysis-A.K.Jain, NemChand & Bros.,Roorkee. 2. Structural Analysis-A Unified Approach, D.S.Prakash Rao,, University Press,

Hyderabad. 3. Structural Analysis-A unified classical & Matrix Approach, A.Ghali &

A.M.Neville,Chapman & Hall London. 4. Theory of Strucutres,- Vol. I&II,- S.P.Gupta & G.S.Pandit, Tata McGraw Hill, N.Delhi.

 

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CEPC23 SURVEYING-I PC 3 1 0 4

Internal:50 Marks End Term: 50 Marks Total:100 Marks

Course Objectives:

1. To understand the importance of surveying in Civil engineering 2. To study the basic of linear/angular/direction measurements using

chain/tacheometer/compass and theodolite and their applications 3. To study the method of determination of height of points using various leveling

method and Tacheometer 4. To study the significance of Plane Table surveying in preparation of map and setting

of different types of curves 5. To study the determination of coordinates using satellite based method

Course Content UNIT-I

1. Basics of Surveying: Definition, objects, classification, f u nd a me n ta l principles, methods of fixing stations, concept of Geoid and reference spheroids,

2. Linear measurement: Direct measurement, instruments for measuring distance, instruments for making stations, chaining of line, errors in chaining, tape corrections examples, Chain traversing

3. Direction Measurement: Bearings and angles; Compass surveying- magnetic bearings, prismatic and surveyors compass, declination, local attraction errors and adjustments; Methods of compass traversing, checks in traversing, adjustment of closed traverse,

UNIT-II

4. Angle Measurement: Theodolite: Theodolites, temporary adjustment of theodolite, measurement of horizontal and vertical angles, t h e o d o l i t e traverse.

5. Leveling: Definition of terms used in leveling, types of levels and staff, temporary adjustment of levels, principles of leveling, spirit and trigonometric levelling, reduction of levels, booking of staff readings, plane and geodetic trigonometric levelling, correction due to curvature and refraction, axis signal correction, Contouring, contour, characteristics of contours lines, locating contours, interpolation of contours, use of contours.

UNIT-III

6. Plane Table Surveying: Plane table accessories, var ious methods of plane table surveying, two point and three point problems, sources of error, advantages and disadvantages

7. Curves: Classification of curves, elements of simple circular curve, location of tangent points-chain and tape methods, instrumental methods, examples of simple curves Transition Curves-Length and types of transition curves, length of combined curve, examples. Vertical Cu r v es : Necessity and types of vertical curves, setting out of a vertical curve by tangent correction, chord gradient and sight distance method.

 

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UNIT-IV

8. Tacheometry: Principle of tacheometry, stadia and tangential method of tacheometry 9. GNNS: Global Navigation Satellite System (GNSS): basic concepts, History of GPS,

GPS design objectives and details of segments: space, control and user. Brief of different GPS systems, including, NAVSTAR GPS, GLONASS, GALILEO,IRNSS, BeiDou etc, Advantages and limitations of GPS. GPS Signal structure: Carriers frequencies, GPS codes: C/A, P, navigational message, GPS receiver: Types. Principles of GPS position fixing, Pseudo ranging and carrier phase, GPS errors.

Reference Books

Surveying volume I and II: B C Punmia Engineering Surveying (Sixth Edition): W. Schofield Text Book of Surveying: C.Venkataramiah Introduction to GPS: The Global Positioning System: Ahmed El-Rabbany Various Online resources including NPTEL Course outcomes: On completion of the course, the students would be able to: carry out surveying in the field for various civil engineering projects, prepare a contour map and plan of the area, taking accurate measurements with different surveying instruments, adjustment of traverse, understand the process of setting of different curves for road and railway designs

 

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CEPC25 DESIGN OF STEEL STRUCTURES PC 3 0 2 4

Internal:50 Marks End Term: 50 Marks Total:100 Marks

Pre-requisites: Knowledge of Structural Analysis-I

Course Content 7. Elementary Limit Analysis and Design Introduction, Scope of plastic analysis, ultimate load carrying capacity of tension members and compression members, flexural members, shape factor, mechanisms, plastic collapse, analysis, plastic analysis applied to steel beams and simple portal frames and design. Connections Importance, various types of connections, simple and moment resistant, riveted, bolted and welded connections. Design of Tension Members Introduction, types of tension members, net sectional areas, design of tension members, lug angles and splices. Design of Compression Members Introduction, effective length and slenderness ratio, various types of sections used for columns, built up columns, necessity, design of built up columns, laced and battened columns including the design of lacing and battens, design of eccentrically loaded compression members. 8. Design of Beams Introduction, types of sections, general design criteria for beams, design of laterally supported and unsupported beams, design of built up beams, web buckling, web crippling and diagonal buckling. Plate Girder Introduction, elements of plate girder, design steps of a plate girder, necessity of stiffeners in plate girder, various types of stiffeners, web and flange splices (brief introduction), Curtailment of flange plates, design beam to column connections: Introduction, design of framed and seat connection. 9. Column Bases and Footings Introduction, types of column bases, design of slab base and gussested base, design of gussested base subjected to eccentrically loading, design of grillage foundations. Beam Column Introduction, bending about one axis, bending about both axes, boundary constraints, design considerations 10. Roof Trusses Types and compoenents of roof truss, estimation of wind load, design of purlin with and without sag rod, lateral bracing and design of roof truss. Cold Formed Sections Introduction and brief description of various type of cold formed sections, local buckling, concepts of effective width and effective sections, elements with stiffeners, design of compression and bending elements.

 

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Reference Books

8. Design of Steel Structures, A.S.Arya & J.L.Ajmani, Nem chand & Bros., Roorkee. 9. Design of Steel Structures, M.Raghupati, TMH Pub., New Delhi. 10. Design of Steel Structures, S.M.A.Kazmi & S.K.Jindal, Prentice Hall, New Delhi. 11. Design of Steel Structures, S.K.Duggal, TMH Pub., New Delhi.

Corse Outcome: On completion of the course, the students shall be able to:

1. Design Tension Members, Lug Angles and Splices. 2. Design Compression Members, Built-Up Compression Members. 3. Design a Welded and Riveted connection. 4. Design Plate Girders and Gantry Girders. 5. Design Roof trusses, Purlin, joints and end bearings of Steel Structures.

 

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CEPC27 WATER SUPPLY AND TREATMENT PC 3 1 0 4

Internal:50 Marks End Term: 50 Marks Total:100 Marks

Course Learning Objectives

1. To make the students conversant with sources of water and types of water demand 2. To understand the basic characteristics of water and its determination 3. To expose the students to understand components of water supply scheme 4. To provide adequate knowledge about the water treatment processes and its design 5. To have adequate knowledge on water conveyance and distribution network

Course Content 1 Water Quantity Importance and necessity of water supply scheme. Components of water supply scheme, water demands and its variations. Population forecasting, estimation of total quantity of water requirement, quality and quantity of surface and ground water sources, selection of a source for water supply, types of intakes, pumps and pumping stations.

2 Water Quality Sources of impurities, type of impurities in water and their sanitary significance, physical, chemical and bacteriological analysis of water, water quality standards.

3 Water Treatment Objectives, treatment processes and their sequence in conventional water treatment plant, aeration, sedimentation – plain and aided with coagulation- types, features and design aspects, mixing basins and flocculation units. Filtration – mechanisms, types of filters - slow and rapid sand filtration units (features and design aspects), disinfection - theory, methods and practices, specific water treatment methods

4 Water Conveyance and Distribution Hydraulic design of pressure pipe, pipe materials, types of distribution system – gravity system, pumping system, dual system, layout of distribution system – dead end system, grid iron system, ring system, radial system, their merits and demerits, distribution reservoir - functions and determination of storage capacity.

Reference Books

1. Water Supply and Sewerage: E.W. Steel. 2. Water Supply Engineering: S.R. Kshirsagar. 3. Water Supply Engineering: S.K. Garg. 4. Water Supply Engineering: B.C. Punmia. 5. Environmental Engineering: Peavy H. S., Rowe D. R. and Tchobanoglous G. 6. Introduction to Environmental Engineering: Davis M. L. and Cornwell D. A. 7. Water Supply and Sanitary Engineering: Birdie, G. S. and Birdie 8. Manual on Water Supply and Treatment: Ministry of Urban Dev., New Delhi.

Course outcomes On completion of the course, the students will be able to

1. Forecast the population and estimate water demand 2. Analyze various water quality parameters 3. Differentiate various intake structures 4. Design various water treatment units and distribution network

 

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CEPC29 IRRIGATION ENGINEERING PC 3 1 0 4

Internal: 50 Marks End Term: 50 Marks Total: 100 Marks Course Content 1. Introduction Irrigation-necessity, impact of irrigation on human environment, need and historical development of irrigation in India, National water policy- Haryana Scenario, crops and crop seasons with crop water requirement. 2. Soil-water relationship and irrigation methods Soil-water relationship, infiltration, basic terminology such as field capacity, wilting point, deltas, duty of water, flooding methods, border strip method, check basin and furrow method, assessment of irrigation water, sprinkler irrigation and its design, drip irrigation & its design. 3. Canal irrigation Components of canal distribution system, alignment & losses of channels, Kennedy’s and Lacey’s theories and design procedure, Garrets and Lacey’s diagrams. 4. Water logging and land reclamation Water logging-effects, causes & preventive measures, lining of irrigation channels with types & design of lined channel, land drainage, open & closed drains design considerations, advantages of tile drains, discharge and spacing of closed drains, methods of land reclamation, quality of irrigation water. 5. River Training River training and its objectives, classification of river training works, methods of river training, marginal embankments, guide banks, spurs, cutoffs, bank pitching and launching apron.

6. Canal outlets Classification, requirements of a good outlet, design of pipe, APM and open flume outlet, flexibility proportionality, setting and sensitivity of outlet. 7. Diversion canal head works Various components and their functions, layout plan, Bligh’s creep theory, Khosla’s method of independent variables, use of Khosla’s curves, various corrections. 8. Regulation works Canal falls-necessity and location, roughening devices, design of Sarda type fall. Off-take alignment, cross-regulator and distributory head regulators, devices to control silt entry into the off-taking channel and silt ejector, canal escapes. Reference Books

1. Sharma, S.K., Principles and Practice of Irrigation Engg., S.Chand & Co, 1984. 2. Arora K R “Irrigation Water Power & Water Resources Engineering” Standard

Publishers & Distributors, Delhi, 2002. 3. Garg S K “Irrigation Engineering & Hydraulic Structures” Khanna Publisherts,

Delhi, 1995.

 

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4. Varshney, Gupta & Gupta “Irrigation Engineering & Hydraulic Structure” Nem Chand & Bros., Roorkee, 1982.

5. Punmia, B.C., Irrigation and Water Power Engineering, Standard Publishers, 2001. 6. Modi P N “ Irrigation ,Water Resources and Water Power Engg” Standard Book

House N Delhi 2000 7. A M Michael “Irrigation Theory and Practice” Vikas Publishing House Pvt Ltd N

Delhi 2011

 

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CELR21 STRUCTURAL ANALYSIS (P) ELR 0 0 2 1

Internal:60 Marks End Term: 40 Marks Total:100 Marks Pre-requisites: Knowledge of Structural Analysis-I Course Content

10. Verification of reciprocal theorem of deflection using a simply supported beam. 11. Verification of moment area theorem for slopes and deflections of the beam. 12. Deflections of a truss- horizontal deflections & vertical deflections of various joints of

a pin- jointed truss. 13. Elastic displacements (vertical & horizontal) of curved members. 14. Experimental and analytical study of 3 hinged arch and influence line for horizontal

thrust. 15. Experimental and analytical study of behaviour of struts with various end conditions. 16. To determine elastic properties of a beam. 17. Experiment on a two hinged arch for horizontal thrust & influence line for 18. Horizontal thrust 19. Experimental and analytical study of a 3 bar pin jointed Truss. 20. Experimental and analytical study of deflections for unsymmetrical bending of a

Cantilever beam. 21. Experimental and analytical study of an elastically coupled beam. 22. Sway in portal frames - demonstration. 23. To study the cable geometry and statics for different loading conditions.

Corse Outcome: On completion of the course, the students shall be able to:

1. Verification of reciprocal theorem and moment area theorem 2. Analysis of truss and curved members 3. Analysis of three hinge arches 4. Determine elastic properties of beam and analysis of struts

 

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CELR23 SURVEYING-I (P) ELR 0 0 3 1

Internal:60 Marks End Term: 40 Marks Total:100 Marks

Course Content

1. Chain Traversing 2. Compass Traversing 3. Differential Leveling 4. Fly Levelling 5. Cross Sectioning 6. Profile leveling 7. Plane Table surveying: Radiation and Intersection 8. Resection- 2 and 3-point problem with plane Table 9. Working with digital level

Course outcomes:

• On completion of the course, the students will be able to: • Use conventional surveying tools such as chain/tape, compass, plane table, levels in

the field for various civil engineering applications. • Enter observation in field book, adjusting and plotting a traverse • Use plane table to prepare map of a small area.

 

135  

CELR25 ENVIRONMENTAL ENGINEERING –I (P) ELR 0 0 2 1

Internal:60 Marks End Term: 40 Marks Total:100 Marks

Course Learning Objectives

1. To analyze the physical and chemical characteristics of water 2. To quantify chlorine requirement for disinfection 3. To quantify the chemical requirement for turbidity removal 4. To study bacterial contamination of water

Course Content Physical, chemical and bacteriological characterization of water and chemical dose determination for water treatment by performing following laboratory experiments:

1. To determine the pH value of a given sample of water 2. To determine the turbidity of a given water sample 3. To determine free residual chlorine in a given sample of water 4. To determine the conductivity of a given water sample 5. To determine the chloride concentration in a given sample of water 6. To determine the optimum coagulant dose 7. To determine the temporary and permanent hardness in a given water sample. 8. To determine the chlorine dose required for a given water sample 9. To determine the dissolved oxygen (DO) in a given sample of water. 10. To determine the MPN coliform per 100 ml of a given sample of water 11. To determine the total plate count of a given water sample 12. Microscopic studies of water

Course Outcomes

On completion of the course, the students will be able to 1 Apply different analysis techniques for the measurement of physical and chemical

parameters of wastewater 2 Quantify the pollutant concentration in water and wastewater 3 Recommend the degree of treatment required for the water 5. Assess the microbial contamination in water

 

136  

CEPC22 DESIGN OF CONCRETE STRUCTURES-I PC 3 0 2 4

Internal:50 Marks End Term: 50 Marks Total:100 Marks

Pre-requisites: Knowledge of Structural Analysis Course Assessment: Continuous assessment (through assignments/Mid-semester Evaluation), End semester Examination. Course Content 11. Design Philosophies in Reinforced Concrete Working stress and limit state methods, Limit state v/s working stress method, Building code, Normal distribution curve, characteristic strength and characteristics loads, design values, Partial safety factors and factored loads, stress -strain relationship for concrete and steel. 12. Design of flexural member : Limit State Method Basic assumptions, Analysis and design of singly, doubly reinforced rectangular sections & T beams and continuous beams. 13. Design of Slabs One way and Two Ways Slabs General considerations, Design of one way and two ways slabs for distributed and concentrated loads, Non-rectangular slabs, openings in slabs. 14. Columns and Footings Effective length, Minimum eccentricity, short columns under axial compression, Uniaxial and biaxial bending, slender columns, Isolated and wall footings. 15. Foundations Combined footings, raft foundation, design of pile cap and piles, under-reamed piles.

Reference Books

7. Design of Reinforced Concrete Structures,P.Dayaratnam,Oxford & IBH Pub.,N.Delhi. 8. Reinforced Concrete-Limit State Design, A.K.Jain, Nem Chand & Bros.,Roorkee. 9. Reinforced Concrete, I.C.Syal & A,K,Goel, A.H,Wheeler & Co.Delhi. 10. Reinforced Concrfete Design, S.N.Sinha, TMH Pub.,N.Delhi. 11. SP-16(S&T)-1980, 'Design Aids for Reinforced Concrete to IS:456, BIS, N.Delhi. 12. SP-34(S&T)-1987 'Handbook on Concrete Reinforcement and Detailing', BIS,

N.Delhi. Corse Outcome: On completion of the course, the students shall be able to:

1. Know various design philosophies for Structural Design 2. Design a Beam structure 3. Design one way and two way slabs 4. Know various design considerations for design of column and footing 5. Design the retaining wall

 

137  

CEPC24 SOIL MECHANICS PC 3 1 0 4

Internal:50 Marks End Term: 50 Marks Total:100 Marks

Course Learning Objectives: 1. To explain how three phase system is used in soil and how are soil properties estimated

using three phase system 2. To explain the role of water in soil behaviour and how soil stresses, permeability and

quantity of seepage including flow net are estimated 3. To emphasis the importance of soil stress distribution and stress influence due to varies

loads. 4. To explain how soil shear parameters are affected by drainage conditions 5. To explain mechanism of compaction, factors affecting, and effects of compaction on

soil properties 6. To estimate the magnitude and time-rate of settlement due to consolidation.

Course Content

1. Soil Formation and Composition Introduction, soil and rock, Soil Mechanics and Foundation Engineering, origin of soils, weathering, soil formation, major soil deposits of India, particle size, particle shape, interparticle forces, soil structure, principal clay minerals.

2. Basic Soil Properties Introduction, three phase system, weight-volume relationships, soil grain properties, soil aggregate properties, grain size analysis, sieve analysis, sedimentation analysis, grain size distribution curves, consistency of soils, consistency limits and their determination, activity of clays, relative density of sands.

3. Classification of soils Purpose of classification, classification on the basis of grain size, classification on the basis of plasticity, plasticity chart, Indian Standard Classification System.

4. Permeability of Soils Introduction, Darcy's law and its validity, discharge velocity and seepage velocity, factors affecting permeability, laboratory determination of coefficient of permeability, determination of field permeability, permeability of stratified deposits.

5. Effective Stress Concept Principle of effective stress, effective stress under hydrostatic conditions, capillary rise in soils, effective stress in the zone of capillary rise, effective stress under steady state hydro-dynamic conditions, seepage force, quick condition, critical hydraulic gradient, two dimensional flow, Laplace's equation, properties and utilities of flownet, graphical method of construction of flownets, piping, protective filter. 6. Compaction Introduction, role of moisture and compactive effect in compaction, laboratory determination of optimum moisture content, moisture density relationship, compaction in field, compaction of cohesionless soils, moderately cohesive soils and clays, field control of compaction.

 

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7. Vertical Stress Below Applied Loads Introduction, Boussinesq's equation, vertical stress distribution diagrams, vertical stress beneath loaded areas, Newmark's influence chart, approximate stress distribution methods for loaded areas, Westergaard's analysis, contact pressure. 8. Compressibility and Consolidation Introduction, components of total settlement, consolidation process, one-dimensional consolidation test, typical void ratio-pressure relationships for sands and clays, normally consolidated and over consolidated clays, Casagrande's graphical method of estimating pre-consolidation pressure, Terzaghi's theory of one-dimensional primary consolidation, determination of coefficients of consolidation, consolidation settlement, Construction period settlement, secondary consolidation. 9. Shear Strength Introduction, Mohr stress circle, Mohr-Coulomb failure-criterion, relationship between principal stresses at failure, shear tests, direct shear test, unconfined compression test, triaxial compression tests, drainage conditions and strength parameters, Vane shear test, shear strength characteristics of sands, normally consolidated clays, over-consolidated clays and partially saturated soils, sensitivity and thixotropy. 10. Earth Pressure Introduction, earth pressure at rest, Rankine's active & passive states of plastic equilibrium, Rankine's earth pressure theory, Coulomb's earth pressure theory, Culmann's graphical construction, Rebhann's construction.

Reference Books 6. Gopal Ranjan, ASR Rao, Basic and Applied Soil Mechanics, New Age Intetrnational

(P) Ltd. Publishers- N.Delhi, Edition No. - 3rd, 2016. 7. Alam Singh, Soil Engg. In Theory and Practice, Vol .I, Fundamentals and General

Principles, CBS Pub.,N.Delhi. 8. S.K.Gulati, Engg.Properties of Soils, Tata-Mcgraw Hill, N.Delhi. 9. P.Purshotam Raj, Geotechnical Engg, Tata Mcgraw Hill, N.Delhi, Edition No.- I,

1995. 10. B.M.Das, Principles of Geotechnical Engineering, PWS KENT, Boston.

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

1. Understand the formation and structure of soils. 2. Understand the index properties of soil 3. Understand the permeability of soils and factors affecting permeability 4. Understand the concept of seepage 5. Understand Mechanism of compaction, factors affecting, and effects of compaction on

soil properties 6. Understand the knowledge of consolidation of soils 7. Understand stress distribution in soils for point loads and areas of different shapes 8. Understand the shear strength of soils.

 

139  

CEPC26 TRANSPORTATION ENGINEERING –I PC 3 1 0 4

Internal:50 Marks End Term: 50 Marks Total:100 Marks

Pre-requisites: Geotechnical-I, Surveying-I Course Learning Objectives:

1. To understand the importance of transportation, characteristics of road transport, highway planning, alignment and surveys

2. To know the geometric design of highways 3. To study the traffic characteristics, traffic control devices and principles of signal /

intersection design 4. To learn the characteristics, properties and testing procedures of aggregate and

bituminous materials 5. To know about granular and bituminous mixes and their designs

Course Content UNIT-I 1. Introduction

Transportation and its importance. Different modes of transportation. Brief review of history of road development in India and abroad. Road patterns. PMGSY and other Highway projects

2. Highway Plans, Highway Alignment and Surveys Road development plans in India. Classification of roads. Requirements of an ideal highway alignment. Factors affecting alignment. Engineering surveys for highway alignment.

Unit-II

3. Cross Section Elements and Sight Distance Considerations

Cross section elements, Camber, IRC recommended values. Sight distance: stopping sight distance, overtaking sight distance, overtaking zones, intermediate sight distance, sight distance at intersections, Critical locations for sight distance.

4. Design of Horizontal and Vertical Alignment Design of superelevation. Providing superelevation in the field. Radius of circular curves. Extra-widening. Length of transition curves. Gradient, Summit and Valley curves, their design criteria. Introduction to software like MXROAD.

UNIT-III

5. Traffic Characteristics and Traffic Surveys Traffic characteristics. Traffic volume, speed, O & D study, Parking and Accident studies. Fundamental diagram of traffic flow. Level of service. PCU. Capacity for non-urban roads. Road accidents. Introduction to Road Safety Audit

 

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6. Traffic Control Devices Traffic signs, signals, markings and islands. Design of an isolated fixed time signal by IRC method. Intersections at grade and grade separated intersections. Design of a rotary. Traffic pollution.

UNIT-IV

7. Highway Materials:Soil and Aggregate

Subgrade soil evaluation: CBR test, plate bearing test. Desirable properties of aggregates. Various tests for suitability of aggregates. Proportioning of aggregates for road construction by trial and error method.

8. Bituminous Materials and Bituminous Mixes Types of bituminous materials: bitumen, tar, cutback and emulsions. Various tests for suitability of bitumen. Bituminous mix, desirable properties. Marshall' method of mix design. Basic concept of use of polymers and rubber modified bitumen in bituminous mixes, use of waste plastic in bituminous mixes.

Reference Books

1. Khanna, S.K. and Justo, C.E.G., Veeraragavan A., “Highway Engineering”, Nem Chand & Bros.

2. Khanna, S.K. and Justo, C.E.G., “Highway Material Testing Manual”, Nem Chand & Bros.

3. Kadiyali, L.R., “Traffic Engineering and Transportation Planning”, Khanna Publishers.

4. Jotin Khisty, C. and Kent Lall, B., “Transportation Engineering – An Introduction”, Prentice Hall.

5. G.V.Rao, Principles of Transportation and Highway Engg, Tata McGraw Hill Pub. 6. Principles of Transportation Engg, P. Chakroborty & Animesh Dass, Prentice Hall of

India, 2003. Course Outcomes: At the end of the course, the students will be able to: 1. Gain Engineering knowledge of the subject and apply it for the solution of problems

related to highway engineering. 2. Design geometrics, signals and intersections, make investigations, use modern tools and

develop solutions to highway problems including safety of road users. 3. Understand the engineering solutions in societal and environmental context for

sustainable development that takes care of pollution and environment. 4. Understand the norms of engineering practice and the need for life-long learning as per

their exposure to relevant latest IS/IRC/MoRTH specifications.

 

141  

CEPC28 SURVEYING-II PC 3 1 0 4

Internal:50 Marks End Term: 50 Marks Total:100 Marks

Course objectives:

1. To understand the principle of surveying on very large scale by locating precise horizontal controls

2. To learn about surveying applications in setting out works 3. To learn about determining absolute positions of a point using celestial measurements 4. To learn about different types of errors in measurements and their adjustment 5. To introduce the basic concept of photogrammetry, Remote sensing, and GIS

Course Content UNIT-I

1. Triangulation and Trilateration: Triangulation systems, classification, strength of figure, selection of triangulation stations, grade of triangulation, field work of triangulation, triangulation computations, Trilateration- Principle, Methods, advantages and disadvantages, introduction to total station

2. Survey layout/setting out: Introduction, controls for layout, examples of laying out

UNIT-II

3. Survey Adjustment and computations: Definitions, types of error, weight of an observation, law of weights, most probable values, principle of least squares, method of correlates, normal equation, adjustment of triangulation figures by method of least squares.

UNIT-III

4. Astronomy: Definitions of astronomical terms, celestial coordinate systems, Napier's rule of circular parts, star at elongation, star at prime vertical star at horizon, star at culmination, Astronomical triangle, Time: definitions of sidereal, apparent, solar and mean solar time, equation of time

5. Elements of Photogrammetry: Introduction, types of photographs, Terrestrial

and aerial photographs, aerial , camera, scale and height displacements of vertical photographs, Stereoscopic vision and stereoscopes, height determination from parallax measurement, flight planning, principle of photo interpretation.

UNIT-IV

6. Introduction to remote sensing: Definition of Remote Sensing, types of remote sensing, remote sensing system and components. EMR source and characteristics, active and passive remote sensing, EMR propagation through medium, Role of atmosphere, Atmospheric windows, EMR interaction with objects, Spectral signature, EMR interaction with vegetation, soil and water. Satellite orbits and platforms: Geostationary and sun synchronous satellites, Resolution, Applications of remote sensing in civil engineering

 

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7. Geographical Information System (GIS): Definition, and Objectives, Components of

GIS, Spatial data models: Raster and Vector, Data inputting in GIS, Linkage between spatial and non spatial data, Spatial data analysis: Vector and raster based spatial data analysis, Integration of RS and GIS data, Digital Elevation Model, GIS Software Packages.

Reference Books

1. Chang.T.K. 2002: Geographic Information Systems, Tata McGrawHill 2. Punmia, B.C. 2005: Surveying I and II, Luxmi Publications 3. Charles D. Ghilani: Adjustment Computations: Spatial Data Analysis (Fifth Edition) 4. Paul R Wolf: Elements of Photogrammetry 5. G S Srivastava: An introduction to Geoinformatics 6. Basudeb Bhatta: Remote Sensing and GIS 7. G. L. Hosmer: Text-book on Practical Astronomy 8. Various Online resources including NPTEL

Course Outcome:

Students would be able to know about advanced methods of locating horizontal controls, set out various civil engineering structures, learn about different types of time and solution of astronomical triangle, apply corrections to the measurements for different errors, understand the difference between aerial photograph and satellite images and their use in map making.

 

143  

CELR22 COMPUTATIONAL HYDRAULICS (P) ELR 0 0 2 1

Internal:60 Marks End Term: 40 Marks Total:100 Marks

COMPUTATIONAL HYDRAULIC LABORATORY Course objectives To provide student skill in problem solving in water resources engineering Course contents

1. Analysis and design packages in rainfall –runoff modeling 2. Analysis and design packages flood routing 3. Analysis and design packages in water balance model 4. Analysis and design packages in reservoir operation 5. Analysis and design packages for hydraulic structures 6. Design packages for pipe network analysis

Course outcomes Students will be able to apply software skills in the field of water resources engineering

 

144  

CELR24 SURVEYING-II (P) ELR 0 0 3 1

Internal:60 Marks End Term: 40 Marks Total:100 Marks

Course Content

1. Study of theodolite 2. measurement of horizontal /Vertical angle with theodolite 3. Measurement of Tacheometric constants 4. C a l c u l a t i n g horizontal d i s t a n c e and elevations using tacheometer. 5. Study of Total Station 6. Measurements of distance, elevation, coordinate with total station 7. Special problems with Total station 8. Plan and contour map with a total station and software (including AutoCAD)

Course outcomes: On completion of the course, the students will be able to:

• Use the theodolite for measuring angles and using tacheometer to determine distance and

elevation. • Use a total station to measure distance, elevation and coordinates • Use total station to plot a map of given area with softwares

 

145  

CELR26 SOIL MECHANICS (P) ELR 0 0 2 1

Internal:60 Marks End Term: 40 Marks Total:100 Marks Course Learning Objectives:

1. To estimate index properties of soils. 2. To estimate consistency limits of fine grained soils. 3. To estimate shear strength of soil by direct shear test, triaxial shear test & unconfined

compressive test. 4. To estimate the engineering properties of the soils by density tests & permeability test.

Course Content

13. Visual Soil Classification and water content determination. 14. Determination of specific gravity of soil solids. 15. Grain size analysis-sieve analysis. 16. Atterberg’s Limits determination. 17. Field density by:

a. Sand replacement method b. Core cutter method

18. Standard Proctor compaction test. 19. Coefficient of permeability of soils. 20. Unconfined compressive strength test. 21. Direct shear test on granular soil sample. 22. Unconsolidated undrained (UU) triaxial shear test of fine grained soil sample.

Reference Books

1. Gopal Ranjan, ASR Rao, Basic and Applied Soil Mechanics, New Age Intetrnational (P) Ltd. Publishers- N.Delhi, Edition No. - 3rd, 2016.

2. P.Purshotam Raj, Geotechnical Engg, Tata Mcgraw Hill, N.Delhi, Edition No. - I, 1995. Course Outcome: On completion of this course, the student will be able to:

1. Properly classify soil and can comment on its suitability for construction 2. Estimate soil consistency and compaction characteristics 3. Estimate soil design parameter for shear strength estimation

 

146  

CELR28 TRANSPORTATION ENGINEERING-I (P) ELR 0 0 2 1

Internal:60 Marks End Term: 40 Marks Total:100 Marks Pre-requisites: Transportation Engineering-I Course Learning Objectives:

1. To understand the characterization of highway materials 2. To know the procedure for testing of aggregate and bituminous materials 3. To know the standard specifications of IS/IRC/MoRTH for judging suitability of these

materials Course Content:

11. Aggregate Impact Test 12. Los-Angeles Abrasion Test on Aggregate 13. Crushing Strength Test on Aggregate 14. Flakiness and Elongation Index of aggregates 15. Penetration Test on Bitumen 16. Ductility Test on Bitumen 17. Viscosity Test on Bituminous Material 18. Softening Point Test on Bitumen 19. Flash and Fire Point Test on Bitumen 20. CBR lab test on soil

Course Outcome: On completion of the course, the students shall be able to: At the end of the course, the students will be able to: 1. Gain Engineering knowledge of the subject and apply it for judging the suitability of

highway materials. 2. Make investigations, use modern test tools and develop solutions to use the highway

materials for sustainable development that preserves the environment. 3. Understand the norms of engineering practice and the need for life-long learning as per

their exposure to relevant IS/IRC specifications.

 

147  

CEPC31 DESIGN OF CONCRETE STRUCTUTRES-II PC 3 0 2 4

Internal: 50 Marks End Term: 50 Marks Total: 100 Marks

Pre-requisites: Knowledge of Structural Analysis and Concrete Structures-I

Syllabus: 1. Retaining Walls Classification, Forces on retaining walls, design criteria, stability requirements, Proportioning of cantilever retaining walls, counterfort retaining walls, criteria for design of counteforts, design examples. 2. Design of beams curved in plan Maximum moments and shear for beams curved in plan, analysis for torsion, torsional reinforcement, design examples. 3. Flat slabs Advantages of flat slabs, general design considerations, approximate direct design method, design of flat slabs, openings in flat slab 4. Design of staircases Design of various types of staircases, design examples.

5. Water Tanks Design requirements of water retaining structures, rectangular and cylindrical underground and overhead tanks, Intze tanks, design considerations, design examples. 6. Silos and Bunkers Various theories, Bunkers with sloping bottoms and with high side walls, design examples. 7. Prestressed Concrete Introduction, basic concepts of prestress concrete, various prestressing systems, losses in prestress, initial and final stress conditions, load balancing concept, analysis and design of sections for flexure and shear stresses

8. Yield Line Theory Basic assumptions, Methods of analysis, yield line patterns and failure mechanisms, analysis of one way and two way rectangular and non-rectangular slabs, effect of top corner steel in square slabs, design examples.

References books

8. Plain and Reinforced Concrete, Vol.2, Jai Krishna & O.P.Jain, Nem Chand & Bros., Roorkee.

9. Pre-Stressed Concrete, N.Krishna Raju, TMH Pub.,N,.Delhi. 10. Design of Prestressed Concrete Structures, T.Y.Lin, John Wiley & Sons., N.Delhi. 11. Reinforced Concrete-Limit StaTge Design, A.K.Jain, Nem Chand & Bros.,Roorkee. 12. IS 1343-1980,IS Code of Practice for Prestressed Concrete. 13. IS 3370-1976(Part I to IV), Indian Standard Code of Practice for Liquid Retaining

Structures. 14. IS 456-2000, Indian Standard of Practice for Plain and Reinforced Concrete. IS 1893, 4326 & 13920 Indian Standard Code of Practice for Earthquake Resistant Design

of Structures.

 

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Corse Outcome: On completion of the course, the students shall be able to: 1. Continuous beams, beams curved in plan. 2. Flat slabs and staircase 3. Combined footing, raft foundation and pile foundation. 4. Water tank, silos and bunkers 5. Prestressed members 6. Slab using yield line method

 

149  

CEPC33 GEOTECHNOLOGY-I PC 3 1 0 4

Internal: 50 Marks End Term: 50 Marks Total: 100 Marks Pre-requisites: Knowledge of Soil Mechanics Course Content 9 Sub-Surface Exploration Purpose, stages in soil exploration, depth and lateral extent of exploration, guidelines for various types of structures, ground water observations, excavation and boring methods, soil sampling and disturbance, major types of samplers, sounding methods-SCPT, DCPT, SPT and interpretation, geophysical methods, pressure-meter test, exploration logs. 10 Drainage & Dewatering Introduction, ditches and sumps, well point systems, shallow well system, deep well drainage, vacuum method, Electro-osmosis, consolidation by sand piles. 11 Shallow Foundations-I Design criteria for structural safety of foundation( i ) location of footing,(ii) shear failure criterion, (iii) settlement criterion, ultimate bearing capacity, modes of shear failure, Rankine's analysis Tergazi's theory, Skempton's formula, effect of fluctuation of G.W.T. , effect of eccentricity on bearing capacity, inclined load, I.S Code recommendations, factors affecting bearing capacity, methods of improving bearing capacity. 12 Shallow Foundations-II Various causes of settlement of foundation, allowable bearing pressure based on settlement, settlement calculation, elastic and consolidation settlement, allowable settlement according to I.S.Code. Plate load test and its interpretation, bearing capacity from penetration tests, design bearing capacity. 13 Shallow Foundations-III Situation suitable for the shallow foundations, types of shallow foundations and their relative merits, depth of foundation, footing on slopes, uplift of footings, conventional procedure of proportioning of footings, combined footings, raft foundations, bearing capacity of raft in sands and clays, various methods of designing rafts, floating foundations. 14 Pile Foundations-I Introduction, necessity of pile foundations, classification of piles, load capacity, static analysis, analysis of pile capacity in sands and clays, dynamic analysis, pile load tests, negative skin friction, batter piles, lateral load capacity, uplift capacity of single pile, under-reamed pile. 15 Pile Foundations-II Group action in piles, pile spacing, pile group capacity, stress on lower strata, settlement analysis, design of pile caps, negative skin friction of pile group, uplift resistance of pile group, lateral resistance, batter pile group. 16 Drilled Piers and Caisson Foundations Drilled piers-types, uses, bearing capacity, settlement, construction procedure. Caissons-Types, bearing capacity and settlement, construction procedure.

 

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Well foundations-shapes, depth of well foundations, components, factors affecting well foundation design lateral stability, construction procedure, sinking of wells, rectification of tilts and shifts, recommended values of tilts & shifts as per I.S.3955. Reference Books

1. Murthy, V.N.S, A text book of Soil Mechanics and Foundation Engineering, UBS Publishers & Distributors Pvt. Ltd., New Delhi 1999.

2. Punmia, B.C., Soil Mechanics and Foundation Engineering, Laxmi Publications Pvt. Ltd., New Delhi, 1995.

3. Gopal Ranjan, ASR Rao, Basic and Applied Soil Mechanics, New Age Intetrnational (P) Ltd. Publishers- N.Delhi, Edition No. - 3rd, 2016.

4. Nainan P Kurian, Design of foundation Systems Principles and Practices, Narosa, 2011 5. Braja M. Das, Principles of Foundation Engineering, Thomson Asia Pvt. Ltd.,

Singapore, 2005. 6. Donald P. Coduto, Man-Chu Ronald Yeung and William A. Kitch, Geotechnical

Engineering, Principles and Practices, PHI Learning Private limited, 2011. 7. Joseph E. Bowles, Foundation Analysis and Design, McGRAW-Hill, 1998. 8. P.Purshotam Raj, Geotechnical Engg, Tata Mcgraw Hill, N.Delhi, Edition No. - I, 1995

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

1. Understand the importance of soil investigation for any civil engineering construction 11. Do proper bearing capacity estimation including IS code methods 12. Do proper foundation proportioning for any kind of shallow foundation system and

also get exposed in foundation analysis 13. To estimate pile and pile group capacity for any kind of soils including group

efficiency and negative friction 14. To emphasize the importance of soil investigations. 15. To explain the concept of bearing capacity and how to estimate the safe bearing

capacity for various foundation system including settlement consideration 16. To explain how to select a suitable shallow foundation system for various site

conditions and also analysis of different foundation system 17. To explain in what circumstances pile is needed and how to estimate pile and pile

group capacity under various soil conditions

 

151  

CEPC35 HYDROLOGY & WATER RESOURCES ENGINEERING

PC 3 1 0 4

Internal: 50 Marks End Term: 50 Marks Total: 100 Marks

Course objectives To provide student knowledge in hydrology and hydraulics and understand concepts

of water resources systems. Course contents

1. Introduction Hydrologic cycle, scope and application of hydrology to engineering problems, drainage basins and its characteristics, stream geometry, hypsometric curves.

2. Precipitation Forms and types of precipitation, characteristics of precipitation in India, measurement of preciptation, recording and non recording raingages, raingage station, raingage network, estimation of missing data, presentation of rainfall data, mean precipitation, depth -area -duration relationship, frequency of point rainfall, intensity -duration- frequency curves, probable max. precipitation.

3. Evaporation & Transpiration Process, evaporimeters and empirical relationships, analytical method, reservoir evaporation and methods of its control, transpiration, evapotranspiration and its measurement, Penman's equation and potential evapotranspiration.

4. Infiltration Infiltration process, initial loss, infiltration capacity and measurement of infiltration, infiltration indices.

5. Runoff Factor affecting run-off, estimation of runoff, rainfall-run off relationships, measurement of stage-staff gauge, wire gauge, automatic stage recorder and stage hydrograph, measurement of velocity-current meters, floats, area velocity method, moving boat and slope area method, electromagnetic, ultra-sonic and dilution methods of stream flow measurement, stage discharge relationship.

6. Hydrograph Discharge hydrograph, components and factors affecting shape of hydrograph, effective rainfall, unit hydrograph and its derivation, unit hydrograph of different durations, use and limitations of UH, triangular UH, Snyder's synthetic UH, floods, rational methods, empirical formulae, UH method, flood frequency methods, Gumbel's method, graphical method, design flood.

7. Ground Water Occurrence, types of aquifers, compressibility of aquifers, water table and its effects on fluctuations , wells and springs, movement of ground water, Darcy's law, permeability and its determination, porosity, specific yield and specific retention, storage coefficient, transmissibility. Steady state flow to wells in unconfined and confined aquifers.

8. Water Resources Planning Role of water in national development, assessment of water resources, planning process, environmental consideration in planning, system analysis in water planning, some common problems in project planning, functional requirements in multipurpose projects, multipurpose planning, basinwise planning, long term planning. Reservoir planning-dependable yield, sedimentation in reservoir, reservoir capacity, empirical-area reduction method.

 

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9. Water Resources Systems Engineering Concept of system's engineering, optimal policy analysis, simulation and simulation modeling, nature of water resources system, analog simulation, limitations of simulation, objective function, production function, optimality condition, linear, non-linear and dynamic programming, applications to real time operations of existing system, hydrologic modeling and applications of basic concepts.

Reference Books

1 Engineering Hydrology by K.Subramanya. 2 Hydrology by H.M.Raghunath. 3 Hydrology for Engineers by Linsely, Kohler, Paulhus. 4 Water Resources Engineering by Linseley and Franzini 5 Economics of Water Resources Engineering by James and Lee. 6 Optimisation Theory and Applications by S.S.Roy 7 Water Resources Systems Planning & Economics by R.S.Varshney. 8 Operational Research-An Introduction by Hamdy A.Taha.

Course outcomes

Students will be able to understand and measure various hydrologic data required for water resources planning and design of hydraulic structures.

 

153  

CEPC37 SEWERAGE AND SEWAGE TREATMENT PC 3 1 0 4

Internal: 50 Marks End Term: 50 Marks Total: 100 Marks Course Learning Objectives

1. To learn basics of sewage collection and design of sewers 2. To learn the basics of sewage composition and its characteristics 3. To have adequate knowledge about various sewage treatment processes and its design 4. To provide adequate information on various disposal standards for treated effluents

Course Content

1 Collection of Sewage Importance of sanitation, types of sewerage systems – separate, combined and partially separate, quantity of sanitary sewage and variations, shapes of sewer - circular and egg shaped, design of sewers, self-cleansing velocity and slopes, construction and testing of sewer lines, sewer materials, joints and sewer appurtenances, building drainage and plumbing systems. 2 Sewage Characterisation Quality parameters- BOD, COD, solids, oil and grease, Indian Standards for disposal of effluents into inland surface sources and on land, guidelines for reuse of treated wastewater. 3 Sewage Treatment Objectives, sequence and efficiencies of conventional treatment units, preliminary treatment, screening and grit removal units, theory and design aspects of primary treatment, secondary treatment- activated sludge process & its modifications, tricking filter, UASB process, introduction to advance sewage treatment systems - sequencing batch reactor (SBR)-moving bed biofilm reactor (MBBR)-membrane bioreactor (MBR), Stabilization pond, aerated lagoon, septic tank, sludge disposal – thickening-digestion-dewatering, introduction of tertiary treatment 4 Disposal of Sewage Recycling and reuse of treated wastewater, disposal of sewage by dilution - self-purification of streams - Streeter Phelps equation - oxygen sag curve, sewage disposal by irrigation (sewage treatment). Reference Books

1 Environmental Engineering: Peavy H. S., Rowe D. R. and Tchobanoglous G. 2 Introduction to Environmental Engineering: Davis M. L. and Cornwell D. A. 3 Wastewater Engineering, Collection, Treatment and Disposal: Metcalf and Eddy 4 Water Supply and Sanitary Engineering: Birdie, G. S. and Birdie 5 Sewage and Sewage Treatment: S.K. Garg. 6 Sewage and Sewage Treatment: S.R. Krishansagar. 7 Waste Water Engineering: B.C. Punmia. 8 Manual on Sewerage and Sewage Treatment: Ministry of Urban Dev., New Delhi.

Course outcomes On completion of the course, the students will be able to

1 Estimate quantity of sewage and design sewerage system 2 Determine the various characteristics of sewage 3 Design various sewage treatment units 4 Plan reuse of treated effluent and select appropriate disposal option

 

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CEPC39 TRANSPORTATION ENGINEERING-II PC 3 1 0 4

Internal: 50 Marks End Term: 50 Marks Total: 100 Marks Pre-requisites: Transportation Engineering-I, SA-I Course Learning Objectives:

1. To understand the design of flexible and rigid pavements. 2. To know the construction techniques of highways pavements. 3. To understand the pavement failures and maintenance of pavements including

strengthening. 4. To learn economic evaluation of highway projects and sources of financing. 5. To know the basics of tunnel engineering.

Course Content: UNIT-I 1. Design of Flexible Pavements Types of pavements. Flexible and rigid pavements. Components of a pavement and their functions. Factors affecting design of pavements. Review of design by old methods, Design of a flexible pavement by CBR method (as per latest IRC guidelines). 2. Design of Rigid Pavements Westergaard’s theory, critical locations of loading, load and temperature stresses. Critical combination of stresses. IRC guidelines for determination of thickness of a rigid pavement. Joints: requirements, types, patterns. Spacing of expansion and contraction joints. Functions of dowel and tie bars. UNIT-II 3. Highway Construction : Non-Bituminous Pavements Subgrade and embankment construction, Construction of GSB, WBM, WMM. Construction of DLC & PQC. Fixed form and Slip-form paving techniques. 4. Construction of Bituminous Pavements Various types of bituminous constructions. Prime coat, tack coat, seal coat and surface dressing. Construction of BUSG, Premix carpet, BM, DBM and BC. Mastic asphalt. Brief introduction to functions of Rollers, paver and hot mix plants. Introduction to various IRC and MoRTH specifications. UNIT-III 5. Highway Maintenance Failures and remedies of bituminous and cement concrete pavements. Pavement evaluation. Benkleman beam. Introduction to various types of overlays. Overlay design. 6. Highway Drainage and Hill Roads Surface drainage: types, brief design. Types of sub-surface drainage. Special characteristics of hill roads: geometrics, hair pin bends.

 

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UNIT-IV 7. Highway Economics and Finance Need of economic evaluation. Highway user benefits and costs. Methods of economic evaluation, Highway finance. PPP Projects. Rate analysis of MoRTH standard data book & cost estimation. 8. Tunnels Sections of tunnels, Shaft. Pilot tunnel. Driving tunnel in rocks. Driving tunnel in soft ground. Drainage and Ventilation of Tunnels. Reference Books 6. Highway Engg by S.K.Khanna & C.E.G. Justo, Veeraragavan A., Nem Chand Bros.,

Roorkee, 2014. 7. Principles and Practice of Highway Engg. by L.R.Kadiyali, N.B. Lal, Khanna Publishers,

Delhi, 2008. 8. Principles of Pavement Design by Yoder,E.J & Witczak,M.W., John Wiley and Sons,

USA. 9. Tunnel Engineering by S.C.Saxena, Dhanpat Rai Publications, N.Delhi. 10. A text book of Tunnel, Bridges and Railway Engg. by S.P.Bindra, Dhanpat Rai Delhi. Course Outcomes: At the end of the course, the students will be able to: 1. Gain Engineering knowledge of the subject and apply it for the solution of problems

related to pavement engineering. 2. Design flexible and rigid pavements, make investigations, use modern tools and develop

solutions to problems related to highway pavements. 3. Understand the engineering solutions in societal context for sustainable development that

takes care of environment and economical use of resources. 4. Understand the norms of engineering practice and the need for life-long learning as per

their exposure to relevant latest IS/IRC/MoRTH specifications.

 

156  

CELR31 GEOTECHNOLOGY (P) ELR 0 0 2 1

Internal: 60 Marks End Term: 40 Marks Total: 100 Marks Pre-requisites: Knowledge of Geotechnology Course Learning Objectives: 1. To estimate index properties of soils 2. To estimate consolidation parameters of clayey soil. 3. To estimate shear strength parameters of soil by triaxial shear test. 4. To estimate the relative density and maximum dry density of soils. 5. To have a feel of plate load test. Course Content: 11. Grain Size Analysis-Hydrometer method. 12. Modified Proctor compaction Test 13. Relative Density of Granular Soils. 14. Consolidated Drained (CD) Triaxial Test. 15. Consolidated Undrained (CU) Triaxial Test with Pore Water Pressure Measurement. 16. Consolidation Test. 17. Undisturbed Sampling. 18. Standard Penetration Test. 19. Dynamic Cone Penetration Test. 20. Model Plate Load Test. Reference Books 1. Gopal Ranjan, ASR Rao, Basic and Applied Soil Mechanics, New Age International

(P) Ltd. Publishers- N.Delhi, Edition No. - 3rd, 2016. 2. P. Purshotam Raj, Geotechnical Engg, Tata Mcgraw Hill, N.Delhi, Edition No.- I,

1995.

 

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CELR33 TRANSPORTATION ENGINEERING – II (P) ELR 0 0 2 1

Internal: 60 Marks End Term: 40 Marks Total: 100 Marks Pre-requisites: Transportation Engineering-I & II Course Learning Objectives: 1. To understand the characterization of highway materials 2. To learn the mix designs of granular, bituminous and CC mixes 3. To learn the use of modern equipment for traffic studies & pavement evaluation 4. To know the standard specifications of IS/IRC/MoRTH for judging suitability of these

materials Course Content: 1. Specific gravity and water absorption test on coarse aggregate 2. Specific gravity of bitumen 3. Stripping test on aggregates 4. Determination of bitumen content and gradation of bituminous mix 5. Granular Mix Design 6. Bituminous Mix Design by Marshall’s method 7. Cement concrete mix design for pavements 8. Traffic volume and speed study using videography technique 9. Demonstration of Radar Gun & Automatic Counter Classifier 10. Demonstration of BBD & Bump Integrator Corse Outcome: On completion of the course, the students shall be able to:

At the end of the course, the students will be able to: 1. Gain Engineering knowledge of the subject and apply it for judging the suitability of

highway materials. 2. Make investigations, use modern test tools and develop solutions to use highway

materials for sustainable development that preserves the environment. 3. Understand the norms of engineering practice and the need for life-long learning as per

their exposure to relevant IS/IRC specifications.

 

158  

CEPE39 COMPUTATIONAL PRACTICAL PE 0 0 2 1

Internal: 60 Marks End Term: 40 Marks Total: 100 Marks

Pre-requisites: Knowledge of programming language, Structural analysis and drawing.

Solution of the following problems using MATLAB / C language / Excel

1. Design of the structural elements in concrete and steel. 2. Development of simple programs for solving Transportation Engineering problems:

Highway geometrics, pavement design. 3. Development of simple programs for solving Geotechnical Engineering problems: Earth

pressure, Foundation settlement and stress analysis, Consolidation. 4. Problems in Environmental and Water resources engineering: Treatment systems, Pipe

networks analysis, Synthetic Unit hydrograph derivation, Flood routing, Water balance model.

Analysis, Design and detailing using software packages in Structural

Engineering/Transportation Engineering/Environmental/Water Resources/Geotechnical Engineering/ GIS and Remote sensing applications

Reference Books 1. Rajasekaran S, Computational Structural Mechanics, Prentice Hall of India, New Delhi,

2001. 2. Manickaselvam V.K., Elements of Matrix and Stability Analysis of Structures, Khanna

Publishers, New Delhi, 1998. 3. Software Manuals (STAAD Pro, SAP, ETABS etc.)

Course outcomes

On completion of the course, the students shall be able to: 1. Understand the need for software tools in analysis and design of Civil Engineering

Systems 2. Identify the available open source software tools used for specific problems in Civil

Engineering 3. Use the latest software tools for Modeling, Analysis and Design of Civil Engineering

Systems 4. Apply the software skills in the transportation engineering, water resources and

environmental engineering. 5. Apply computing skills to geotechnical engineering.

 

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CEPC41 BRIDGE ENGINEERING PC 3 1 0 4

Internal: 50 Marks End Term: 50 Marks Total: 100 Marks Pre-requisites: Knowledge of Transportation Engineering and Concrete Structures Syllabus: 9 Introduction Definition, components of bridge, classification of bridges, selection of site , economical span and essential design data. Standard Specifications For Roads And Railways Bridges General, Indian Road Congress Bridge Code, width of carriage way, clearance, various loads to be considered for the design of roads and railway bridges, detailed explanation of IRC standard live loads. 10 Design Consideration for R. C. C. Bridges Various types of R.C.C. bridges (brief description of each type) , design of R.C.C. culvert and T-beam bridges, PSC bridges 11 Design Consideration for Steel Bridges Various types of steel bridges (brief description of each), design of truss and plate girder bridges, composite bridges 12 Hydraulic & Structural Design Piers, abutments, wingwall and approaches. Brief Description Bearings, joints, articulation and other details. Bridge Foundation Various types, necessary investigations and design criteria of well foundation. Reference Books 1. Essentials of Bridge Engineering, D.J.Victor, Oxford & IBH Pub.N.Delhi. 2. Design of Bridges, N.Krishna Raju, Oxford & IBH, N.Delhi. 3. Bridge Deck Analysis, R.P.Pama & A.R.Cusens, John Wiley & Sons. 4. Design of Bridge Structures, T.R.Jagadish & M.A.Jairam, Prentice Hall of India,

N.Delhi. Corse Outcome: On completion of the course, the students shall be able to:

1. Design the slab culvert, Box culvert 2. Design the T beam bridge and substructures 3. Design the Bridge bearings 4. Design the steel bridge for railways

 

160  

CEPC43 RAILWAY AND AIRPORT ENGINEERING PC 3 1 0 4

Internal: 50 Marks End Term: 50 Marks Total: 100 Marks Pre-requisites: Transportation Engineering-I&II Course Learning Objectives:

1. To understand the permanent way and its components 2. To know about points, crossings and train control systems 3. To understand the geometric design of track, about stations, yards and maintenance of

tracks. 4. To learn airport layout planning and runway pavement design

Course Content: UNIT-I Introduction of Permanent Way History and general features of Indian railways, Railway Track Gauge, Rails, Sleepers, Track fittings and fastenings, Creep of rails, Ballast, Subgrade and formation, Rail joints and welding of rails, modern welded railway track, Track and Track stresses.

UNIT-II Stations and Yards, Points and Crossings, and Signalling Stations and yards, Points and crossings, design of turnouts and crossings, Signalling and interlocking, Train Control systems, Track maintenance and drainage. UNIT-III Geometric Design of Track, High speed train systems Geometric design of track, curves and super elevation, Train resistance and tractive power, Urban Railway system, High speed Tracks, high speed train system technologies, Introduction to RDSO/IS specifications. UNIT-IV Airport Planning, Runway Layout and Pavement Design Airport planning, layout, geometric design, Airport pavements, introduction to runway pavement design software like FAARFIELD Reference Books

1. Chandra, S. and Agarwal, M. M., “Railway Engineering”, Oxford. 2. Arora, S. P. and Saxena, S. C., “A Text Book of Railway Engineering”, Dhanpat Rai

Publications. 3. Mundrey, J. S., “Railway Track Engineering”, Tata Mcgraw Hill. 4. Khanna, S. K., Arora, M. G. and Jain, S. S., “Airport Planning & Design”, Nem

Chand and Bros. 5. Horonjeff, Robert and McKelvey, Francis X., “Planning & Design of airports’, 4th

Ed., McGraw Hill. 6. Saxena, S.C., “Airport Engineering – Planning and Design”, CBS Publishers. 7. Transportation Engineering by C Venkatramaiah

 

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Course Outcomes: At the end of the course, the students will be able to: 1. Gain Engineering knowledge of the subject and apply it for the solution of problems

related to railway and airport engineering. 2. Design points and crossings, design runway pavements, make investigations, use modern

tools and develop solutions to problems related to railway / airport engg. 3. Understand the engineering solutions in societal context for sustainable development that

takes care of environment and optimal use of resources. 4. Understand the norms of engineering practice and the need for life-long learning as per

their exposure to relevant latest IS/RDSO/FAA/ICAO specifications.

 

162  

CEPC45 GEOTECHNOLOGY-II PC 3 1 0 4

Internal: 50 Marks End Term: 50 Marks Total: 100 Marks Pre-requisites: Knowledge of Geotechnology-I Course Learning Objectives:

1. To explain the concept of earth dam design including stability analysis under seepage. 2. To evaluate stability of slopes under different drainage conditions using different

methods. 3. To explain design principles of retaining structures and coffer dams. 4. To explain the concept of soil stabilization. 5. To explain the significance of dynamic load in machine foundation analysis. 6. To explain theory of vibration for different field conditions. 7. To understand salient points of environmental engineering pertaining to Geotechnology

Course Content: 9 Earth Dams Introduction, types of sections, earth dam foundations, causes of failure and criteria for safe design, control of seepage through the embankment, control of seepage through the foundation, drainage of foundations, criterion for filter design. 10 Stability of slopes Causes of failure, factors of safety, stability analysis of slopes-total stress analysis, effective stress analysis, stability of infinite slopes types of failures of finite slopes, analysis of finite slopes-mass procedure, method of slices, effect of pore pressure, Fellinius method to locate center of most critical slip circle, friction circle method, Tayler's stability number. 11 Braced Cuts Depth of unsupported vertical cut, sheeting and bracing for deep excavation, movements associated with sheeting and bracing, modes of failure of braced cuts, pressure distribution behind sheeting. 12 Cofferdams Introduction, types of cofferdams, design and lateral stability of braced cofferdams, design data for Cellular cofferdams, stability analysis of cellular cofferdams on soil and rock, inter-locking stresses.

13 Cantilever Sheet Piles Purpose of sheet piles, cantilever sheet piles, depth of embedment in granular soils-rigorous method, simplified procedure, cantilever sheet pile penetrating clay. 14 Anchored Bulkheads Methods of design, free earth support method in cohesionless and cohesive soils, fixed earth support method in cohesionless soils. 15 Soil Stabilization Soil improvement, mechanical treatment, use of admixtures, lime stabilization, cement stabilization, lime fly ash stabilization, Bituminous stabilization, chemical stabilization, stone column, grouting, methods of grouting.

 

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16 Basics of Machine Foundations Terminology, characteristics elements of vibratory systems, analysis of vibratory motions of single degree freedom system-undamped free vibrations, undamped forced vibrations, criteria for satisfactory action of a machine foundation, degrees of a freedom of a block foundation, Barken's soil spring constant, Barken's method of a determining natural frequency of a block foundation subjected to vertical oscillations. 17 Environmental Geotechnology Introduction, Environmental cycles, natural cycles, development of environmental geotechnology, pollution process, contamination of sub-soil, contaminant transport, quantity of contaminants, contaminated site characterization, composition of solid wastes, waste containment.

Reference Books 7 S.Prakash, Gopal Ranjan & S.Saran, Analysis and Design of Foundation and Retaining

Structures, Sarita Prakashan Meerut, 1977. 8 Swami Saran, Analysis and Design of Sub Structures, IBH Oxford 9 Gopal Ranjan, ASR Rao, Basic and Applied Soil Mechanics, New Age Intetrnational

(P) Ltd. Publishers- N.Delhi, Edition No. - 3rd, 2016. 10 Shamsher Prakash, Soil Dynamic, McGraw Hill, 1981. 11 Teng, Foundation Design, Prentice Hall, Edition No. - 10th, 1984. 12 P.Purshotam Raj, Geotechnical Engg, Tata Mcgraw Hill, N.Delhi, Edition No.- I, 1995 13 Debashis Moitra, Geotechnical Engineering, Universities Press, Edition No. - I, 2016. Course Outcome: On completion of this course, the students will be able to: 1. Do earth dam design and stability analysis for all kind of drainage conditions 2. Do stability analysis of any kind of slope and its protection 3. Understand the earth pressure theories and able to calculate lateral earth pressure for

different conditions 4. Evaluate depth of embedment for cantilever as well as anchored sheet piles. 5. Learn the concept of soil stabilization and machine foundation 6. Understand salient points of environmental engineering pertaining to Geotechnology

 

164  

CEPC47 CONSTRUCTION MANAGEMENT, ESTIMATING

AND COSTING

PC 3 0 0 3

Internal:50 Marks End Term: 50 Marks Total:100 Marks

Pre-requisites: None Course Content 9 Network Techniques in Construction Management-I:CPM Introduction, network techniques, work break down, classification of activities, rules for developing networks, network development-logic of network, allocation of time to various activities, Fulkerson's rule for numbering events, network analysis , determination of project schedules, critical path, ladder construction, float in activities, shared float, updating, resources allocation, resources smoothing and resources leveling. Network Techniques in Construction Management-II-PERT Probability concept in network, optimistic time, pessimistic time, most likely time, lapsed time, deviation, variance, standard deviation, slack critical path, probability of achieving completion time, central limit theorem. Cost-Time Analysis Cost versus time, direct cost, indirect cost, total project cost and optimum duration, contracting the network for cost optimisation, steps in time cost optimisation, illustrative examples. 10 Construction Contracts & Specifications Introduction, types of contracts, contract document, specifications, important conditions of contract, arbitration. Necessity of specifications, types of specifications, general specifications, specification for bricks, cement, sand, water, lime, reinforcement; Detailed specifications for Earthwork, Cement, concrete, brick work, floorings, D.P.C., R.C.C., cement plastering, white and colour washing, distempering, painting. 3. Inspection & Quality Control Introduction, principles of inspection, enforcement of specifications, stages in inspection and quality control, testing of structures, statistical analysis.

a. Estimate Principles of estimation, units, items of work, different kinds of estimates, different methods of estimation, estimation of materials in single room building, two roomed building with different sections of walls, foundation, floors and roofs, R.B. and R.VC.C. works, Plastering, White-washing, Distempering and painting, doors and windows, lump sum items, Estimates of canals, roads etc.

b. Rate Analysis Purpose, importance and requirements of rate analysis, units of measurement, preparation of rate analysis, procedure of rate analysis for items:- Earthwork, concrete works, R.C.C. works, reinforced brick work, plastering, painting, finishing(white-washing, distempering). 4. Public Works Account Introduction, function of P.W. department, contract, guidelines, types of contracts, their advantages and disadvantages, Tender and acceptance of tender, Earnest money, security money, retention money, measurement book, cash book, preparation, examination and payment of bills, first and final bills, administrative sanction, technical sanction.

 

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Reference Books 1. Construction Planning & Management by P.S.Gehlot & B.M.Dhir, Wiley Eastern Ltd. 2. PERT & CPM -Principles & Applications by L.S.Srinath. Affiliated East-west

Press(P)Ltd. 3. Project Planning & Control with PERT & CPM by B.C.Punia &

K.K.Khandelwal,Lakshmi Pub. Delhi 4. Construction Management & Planning by B.sengupta & H.Guha, Tata McGraw Hills. 5. Estimating and Costing for Building & Civil Engg.Works by P.L.Bhasin, S.Chand &

Co., N.Delhi. 6. Estimating, Costing & Specification in Civil Engg. by M.Chakarborty, Calcutta. 7. Estimating & Costing in Civil Engg..: Theory & Practice by B.N.Dutta, S.Dutta &

Co., Lucknow. 8. Building Construction Estimating by George H.Cooper, McGraw Hill Book Co., New

York. Corse Outcome: On completion of the course, the students shall be able to:

1. Understand the roles and responsibilities of a project manager 2. Prepare schedule of activities in a construction project 3. Prepare tender and contract document for a construction project 4. Understand safety practices in construction industry 5. Identify the equipment used in construction

 

166  

CEPC42 OPEN CHANNEL HYDRAULICS PC 3 1 0 4

Internal: 50 Marks End Term: 50 Marks Total: 100 Marks Syllabus 1. Basic fluid flow concepts

Definition, importance of study of open channel flow, Types of channels, Classification of Flows, Velocity distribution, One-Dimensional method of flow analysis, Pressure Distribution, Equation of Continuity, Energy Equation, Momentum equation.

2. Energy-Depth Relationships Specific Energy, specific fore, Critical Flow, critical depth, Calculation of Critical Depth for some shapes of channels.

3. Uniform Flow in rigid boundary channels Introduction, shear stress on boundary, shear stress in open channels, velocity distribution and effect of secondary circulation on velocity distribution, flow over roughness elements, Chezy Equation, Darcy-Weisbach Friction Factor, Manning’s roughness Formula, Resistance Formulate for Practical Use, Normal Depth and it computation for some shapes of channels.

4. Uniform Flow in mobile boundary channels Incipient motion, Shield’s diagram, regimes of flow, bed forms, sediment load and its measurement, regime channels, design of stable channels.

5. Hydraulic Jump Occurrence and importance, Momentum Equation for hydraulic Jump, computation of sequent depth, Classification of Jumps, Characteristics of Jump in a Rectangular Channel, location of jump, Hydraulic jump application, Use of the Jump as an Energy Dissipater.

6. Rapidly-Varied Flow Weirs, Sharp-crested Weir, Broad-crested Weir, submergence of weirs, Critical-Depth Flumes, Sluice-gate Flow, free and submerged flow and its analysis of sluice gate, free overfall.

Reference Books 1. Chow Ven Te, “Open Channel Hydraulics”. McGaw Hill International Edition. 2. Ranga Raju, K.G. “Flow Through Open Channel”. Tata McGraw-Hill 3. Choudhary, Hanif “Open Channel Hydraulics” Prentice Hall of India 4. Subramanya K. “Flow in Open Channels”. Tata McGraw-Hill 5. Srivastava, R. “Flow Through Open Channels”. Oxford University Press.

 

167  

CEPC44 INDUSTRIAL WASTE WATER TREATMENT PC 3 1 0 4

Internal: 50 Marks End Term: 50 Marks Total: 100 Marks

Course Learning Objectives

1 To study characteristics of industrial wastewater and its effects on water bodies 2 To know the quality of industrial effluents required before disposal on environment 3 To learn various physico-chemical and biological treatment techniques to treat

industrial wastewater 4 To gain knowledge about the reuse of treated industrial effluents

Course Content

Prevention Vs control of industrial pollution, zero discharge concept, effects of industrial waste disposal on streams, sewerage systems and wastewater treatment plants, effluent standards for disposal into inland surface water sources and on land for irrigation, industry specific standards, quality requirements for reuse, various steps to minimize effects of industrial effluents on waste water treatment plants and receiving streams-conservation of water, process change, reuse of waste water, volume reduction, strength reduction, neutralization, equalization and proportioning, population equivalent, common effluent treatment plant (CETP), study of the following industries from waste generation, quality and its treatment including brief overview of manufacturing process: Textile, tannery, sugar mill, distillery, dairy, pulp & paper, metal plating, oil refinery, nitrogenous fertilizers, thermal power plants and radioactive wastes. Reference Books

1 Industrial and Hazardous Waste Treatment: N. L. Nemerow and A. Dasgupta. 2 Industrial Effluents by N. Manivasakam 3 Waste Water Treatment: M. N. Rao and A. K. Dutta 4 Industrial Water Pollution Control: W. W. Eckenfelder 5 Handbook of Industrial Pollution and Control, Volume I & II: S. C. Bhatia 6 Pollution Control in Process Industries: S. P. Mahajan

Course outcomes

On completion of the course, the students will be able to 1 Recognize various environmental problems due to improper management of industrial

wastewater 2 Determine appropriate technologies for treatment and management of industrial

wastewater 3 Recommend different techniques for the safe disposal of industrial effluents 4 Analyse the quality requirements for reuse of industrial effluents

 

168  

CELR42 ENVIRONMENTAL ENGINEERING – II (P) ELR 0 0 2 1

Internal: 50 Marks End Term: 50 Marks Total: 100 Marks Course Learning Objectives

1. To analyze the physical and chemical characteristics of wastewater 2. To familiarize the methods to estimate the organic strength of wastewater 3. To study the growth of microorganisms and its quantification

Course Content Physical, chemical and bacteriological characterization of wastewater and strength assessment of wastewater by performing following laboratory experiments:

1. To determine the acidity of a wastewater sample 2. To determine the alkalinity of a wastewater sample 3. To determine total, suspended, dissolved and settable solids in a wastewater sample 4. To determine volatile and fixed solids in a wastewater sample 5. To determine oil and grease in a wastewater sample 6. To determine the chloride concentration in a wastewater sample. 7. To determine the sulphate concentration in a wastewater sample. 8. To determine the B.O.D. of a given wastewater sample. 9. To determine the C.O.D. of a given wastewater sample. 10. To determine the T.O.C. of a given wastewater sample. 11. To determine the fecal count of a given wastewater sample. 13. Microscopic studies of a wastewater

Course Outcomes On completion of the course, the students will be able to

1 Apply different analysis techniques for the measurement of physical and chemical parameters of wastewater

2 Quantify the pollutant concentration in wastewater 3 Recommend the degree of treatment required for the wastewater 4 Assess the microbial population in wastewater

 

169  

CEPE11 ADVANCED DESIGN OF STEEL

STRUCTURES PE 3 0 0 3

Internal:50 Marks End Term: 50 Marks Total:100 Marks

Pre-requisites: Knowledge of Structural analysis, Steel structures

Contents 1. Introduction to plastic analysis and design, plastic bending of beams, stages of bending,

shape factor, plastic hinge, load factor, failure mechanism - Theorems of plastic analysis, collapse load for beams and frames, design of continuous beams.

2. Design of round tubular structures - Introduction, sectional properties, permissible stresses, grades of steel tubes, tubular tension members, tubular compression members, tubular flexural members, combined bending and axial stresses.

3. Analysis and design of steel stacks - Wind load estimation as per IS875 part 3, functional and structural requirements, self supporting and guyed stacks, base plate and anchor bolts, stability considerations.

4. Wind load - Introduction to wind load, analysis and design of structural elements. 5. Connections - Welded and bolted connections for un-stiffened and stiffened

connections, moment resistant beam end connections. 6. Composite construction - Introduction, composite beams, method of construction, limit

state of collapse, limit state of serviceability, design examples. 7. Design of steel tanks - Design loads, permissible stresses, design of cylindrical tanks

with suspended bottom, supporting ring beam, staging for tanks, rectangular pressed steel tanks.

Reference Books:

1. Subramanian N, Design of Steel Structures, Oxford University Press, New Delhi 2008. 2. Bhavikatti, S.S., Design of Steel Structures, I.K. International Publishing House Pvt.

Ltd., New Delhi, 2010. 3. Krishnaraju, N. Structural Design and Drawing, Universities Press, 2009 4. IS 800 - 2007, Code of practice for general construction in steel, Bureau of Indian

Standards, New Delhi. 5. SP6 (1)-1964, IS hand book for structural Engineers. Bureau of Indian Standards, New

Delhi. 6. IS 875 Part (3)-1987, Code of Practice or Design Loads (other than earthquake) for

buildings and structures: wind loads, Bureau of Indian Standards, New Delhi.

 

170  

CEPE12 DYNAMICS OF STRUCTURES PE 3 0 0 3

Internal: 50 Marks End Term: 50 Marks Total: 100 Marks Contents 7. Seismology:

Introduction, plate tectonics, earthquake distribution and mechanism, seismicity, seismic waves, earthquake magnitude and intensity, seismic zoning and seismometry.

8. Single Degree of Freedom Systems: Various types of dynamic loads, vibration of single degree of freedom system, Free and forced vibrations, types of damping, critical damping. Transmissibility, vibration measuring instruments, response spectrum.

9. Multi-degrees of Freedom(MDOF)Systems: Equation of Motion, normal modes and natural frequencies, semi-definite systems, dynamic vibration absorbers, vibration dampers, principle of orthogonally, Stodolas method, Holzer's method, matrix method, modal analysis and its limitations. Mode super position method.

10. Seismic Analysis and Design: General principles, assumptions, seismic coefficient method, response spectrum method, strength and deflection, design criterion for structures, significance of ductility, design and detailing for ductility, codal provisions, design examples.

11. Seismic Performance, Repair and Strengthening: Methods for assessing seismic performance, influence of design ductility and masonry infills, criterion for repair and strengthening, repair and strengthening techniques and their applications, additions of new structural elements.

12. Vibrational Control: General features of structural control, base isolation, active and passive control system. Earthquake resistance design as per I.S.:1893, I.S.4326 and I.S.13920.

Reference Books

6 Elements of Earthquake Engineering, Jai Krishna, A. R. Chandershekaran & Brajesh Chandra , South Asian Pub New Delhi.

7 Dynamics of Structures, Clough & Penzion, McGraw Hill 8 Earthquake Engineering, Y-X Hu,S-C.Liu and W.Dong, E and FN Sons., Madras. 9 Earthquake Resistant Concrete Structures, George G. Penelis and J. Kapoors, E & FN

Sons, Madras. 10 Structural Dynamics, Mario Paz, CBB Pub. N. Delhi.

 

171  

CEPE13 INTRODUCTION TO FINITE ELEMENT

METHOD PE 3 0 0 3

Internal: 50 Marks End Term: 50 Marks Total: 100 Marks Pre-requisites: Knowledge of Mathematical Methods, Structural Analysis

10. Introduction:

Field conditions, boundary conditions, functional approximation, finite differences method, development of finite element method.

11. Element Properties: Displacement models, relation between the nodal degrees of freedom and generalized coordinates, convergence requirements, natural co-ordinate systems, shape functions, element strains and stresses, development of element stiffness, matrix and equivalent nodal loads, static condensation.

12. Isoparametric Elements: Isoparametric, super-parametric and sub-paramatric elements, computation of stiffness matrix of isoparametric elements, convergence criteria for isoparametric elements, numerical integration technique using Gauss Quadrature.

13. One Dimensional Element: Truss element, analysis of plane truss problem, Hermitian beam element, beam on elastic foundation, solution of beam problem.

14. Plane Stress and Plane Strain Analysis: Triangular elements, rectangular elements, isoparametric elements, patch test, axisymmetric solid element.

15. Plane Bending Analysis: Displacement functions, plate bending elements, reduced integration, stress smoothing technique.

16. Conduction Heat Transfer: Formulation of finite element method for heat conduction, various weighted residual techniques, one dimensional heat conduction, two dimensional conduction heat transfer.

17. Direct Stiffness Method of Analysis and Solution Technique: Assemblage of elements, direct stiffness method, boundary conditions and

reactions, Gauss elimination and matrix decompsition. 18. Finite Element Analysis Software:

Pre-and Post-processors finite element analysis software, error estimates and adaptive meshing. Reference Books

1. Krishnamurthy, C.S.,'Finite Element Analysis-Theory and Programming', TMH Pub.N.Delhi.

2. Cook, R.D.,Malkus,D.S. and Plesha,M.E.,'Concept and Applications of Finite Element Analysis', John Wiley & Sons, New York.

3. Desai, C.S. and Abel,J.F.,'Introduction to the Finite Element Method', Affiliated East-West Press Pvt.Ltd.N.Delhi.

4. Manicka Selvam,V.K.,'Finite Element Primer', Dhan

 

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Corse Outcome: On completion of the course, the students shall be able to:

1. Develop shape functions and stiffness matrices for spring and bar elements 2. Develop global stiffness matrices and global load vectors 3. Apply natural and arial coordinate systems to constant strain triangle and linear strain

triangle elements 4. Analyze planar structural systems using finite element modelling

 

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CEPE14 ROCK MECHANICS PE 3 0 0 3

Internal: 50 Marks End Term: 50 Marks Total: 100 Marks Pre-requisites : Knowledge of Engineering Geology and Geotechnical Engineering. Course Learning Objectives:

1 To understand the problems associated with underground excavations 2 To understand the rock mass classification 3 To understand the failure criteria of rock 4 To understand about in-situ stresses from field test data

Contents 1 Introduction Importance of rock mechanics, composition of rocks, geological and lithological classification of rocks, classification of rocks for engineering purposes, R.Q.D. method of classification of rocks. Theories of Brittle failure. 2 Laboratory Testing of Rocks Various methods of obtaining rock cores, methods of sample preparation, methods of removing end friction of the rock samples. Compression testing machine, uniaxial compression strength of rock samples, methods of finding tensile strength-direct and indirect methods, Brazilian test, shear box test, triaxial shear test, punch shear test. 3 In-situ Testing of Rocks Field direct shear test on rock blocks, field triaxial strength, use of flat jacks, chamber test, plate load test, cable jacking test. 4 Stress Evaluation in Field Stress-relief technique(over coring), use of strain gauges, bore hole, deformation cell, photo-elastic stress meter, stress measurement with flat jack. Hydraulics Fracturing Techniques. 5 Stabilization of Rocks Rock bolting, principle of rock bolting, various types of rock bolts, application of rock bolting. Field testing of rock bolts and cable anchors. 6 Elastic and Dynamic Properties of Rocks Stress-strain behaviour dynamic properties, resonance method and ultra-sonic pulse method. 7 Pressure on Roof of Tunnels Trap door experiment, Terzaghi's theory, Bieraumer, kommerel, Protodyakanov theory. 8 Stress Around the Tunnels Basic design and Principles of tunnels in rocks, design of pressure tunnels in rocks. Reference Books

1 Lama,et.al Rock Mechanics, Vol.I,II,III,IV 2 Jaeger and Cook, Fundamentals of Rock Mechanics 3 Stagg & Zienkiewiez, Rock Mechanics

 

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4 Obert & Duvell, Rock Mechanics & Design of Structures in Rocks 5 Jaeger, Rock Mechanics & Engineering 6 Schzy, Art of Tunneling

Course Outcome: On completion of this course, the students will be able to:

1 Identify the problems associated with underground excavations 2 Classify the rock mass using the reference data 3 Understand the failure criteria of rock 4 Determine in-situ stresses from field test data

 

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CEPE15 GEOSYNTHETICS ENGINEERING PE 3 0 0 3

Internal: 50 Marks End Term: 50 Marks Total: 100 Marks Course Learning Objectives:

1. To explain the basic mechanisms of soil reinforcement and design principles in reinforced earth wall

2. To understand the applications of Geosynthetics in geotechnical problems and its design principles

3. To explain the usage of Geosynthetics in geoenvironmental and pavement engineering with design

4. To explain the present status of development in geo-synthetics and filed instrumentation and control

Contents 1. Basic Description of Geosynthetics Historical Development, the Nomenclature, Function, Use Around the World, Applications, Development in India. 2. Raw Materials – Their Durability and Ageing Raw Materials, Durability, Degrading Agencies, Polymers, Biological Resistance, Chemical Resistance, Weathering Resistance. 3. Manufacturing Methods Fibers, Yarn, Nonwoven Geotextiles, Woven geotextiles, D.S.F. Fabrics. 4. Geogrids – Testing And Evaluation Factors Influencing Testing, Sampling, Physical Properties, Mechanical Properties under Uniaxial loading, Creep Testing. 5. Erosion Control With Geogrids Wind Erosion, Rain Water Erosion, Erosion Control Measures, Placement of Geogrid. 6. Bearing Capacity Improvement with Geogrids Advantages, Mechanism. Modes of Failure, Friction Coefficient, Experimental Studies. 7. Application of Geosynthetics in Water Resources Projects Case Studies: Dharoidam, Hiran II Dam, Meda Creek Irrigation Scheme, Lining of Kakarapar Canal. Reference Books

1. Robert M. Koerner, Designing with Geosynthetics, Prentice-Hall 2. G.V. Rao & G.V.S. Raju, Engineering with Geosynthetics, Tata McGraw-Hill 3. Debashis Moitra, Geotechnical Engineering, Universities Press, Edition No. - I,

2016. Course Outcome: On completion of this course, the students will be able to:

1 Identify the functions of geosynthetics 2 Select the geosynthetic products 3 Identify the testing methods for geosynthetics 4 Design geosynthetic products

 

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CEOE16 TRAFFIC ENGINEERING AND ROAD

SAFETY /OE 3 1 0 4

Internal: 50 Marks End Term: 50 Marks Total: 100 Marks Course Learning Objectives:

1. To understand the importance of traffic engineering, characteristics of traffic and Causes of road accidents

2. To know the relationship between contributing factors and road accidents 3. To study the traffic control devices and principles of signal / intersection design to

address the problem of road accidents 4. To learn the environmental issues related to road traffic

Course Content: UNIT-I Organisational set up of traffic engg department in India. Traffic characteristics. Max dimensions and weights of vehicles. Traffic growth. Traffic studies. Accident statistics, Accident study. Parking Issues. Road alignments and road geometrics affecting road safety. Land use planning and road safety. UNIT-II Space and time headway. Fundamental diagram of traffic flow. Relationship between speed, volume and density. Level of service. PCU. Design service volume. Capacity of non-urban & urban roads. Road congestion and road safety. IRC recommendations. Traffic control devices. Signal & Intersection Designs. Road markings, Traffic control aids and street furniture. Traffic control devices and road safety. UNIT-III Traffic regulations. Regulation of speed, vehicles and drivers. General traffic regulations. Motor vehicle act. Scope of traffic management. Traffic management measures: restrictions on turning movements, one way streets, tidal flow operations, exclusive bus lanes, traffic restraint, road pricing. Enforcement and education measures for road safety. UNIT-IV Road safety audit, RSA team, RSA Report, Elements of RSA, Detrimental effects of traffic. Vehicular air pollution. Situation in India. Vehicular emission norms in India and abroad. Alternate fuels. Factors affecting fuel consumption. Arboriculture. Reference Books 5. Traffic Engg. and Transportation Planning by L.R.Kadiyali, Khanna Publishers,

Delhi, 2002. 6. Highway Engg by S.K.Khanna & C.E.G. Justo, Veeraragavan A., Nem Chand Bros.,

Roorkee, 2014 7. Traffic Engg. by Matson, T.M., Smith, W.S. and Hurd, F.W., McGraw- Hill Book

Co., New York. 8. Traffic Flow Theory by Drew, D.R., McGraw- Hill Book Co., New York. 9. Trainers Road Safety Manual, NHA and Ministry of Shipping, Road Transport and

Highways, Govt of India.

 

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Course Outcomes:

At the end of the course, the students will be able to: 1. Gain Engineering knowledge of the subject and apply it for the solution of problems

related to road safety. 2. Design geometrics, signals and intersections, make investigations, use modern tools and

develop solutions to traffic problems including safety of road users. 3. Understand the engineering solutions in societal and environmental context for

sustainable development that takes care of pollution and environment. 4. Understand the norms of engineering practice and the need for life-long learning as per

their exposure to relevant latest IS/IRC/MoRTH specifications.

 

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CEPE17 TRANSPORTATION PLANNING PE 3 0 0 3

Internal: 50 Marks End Term: 50 Marks Total: 100 Marks

Pre-requisites: Transportation Engineering-I

1. To understand the importance of transportation planning 2. To know the planning process 3. To study the forecasting of travel demand 4. To learn the evaluation of transportation plans 5. To learn the problems of urbanisation Contents Unit-I 1. TRANSPORT PLANNING PROCESS Status of transportation in India. Objectives and scope of transport planning. Urban, regional and national transport planning. Transport planning process, various stages. Land use and traffic. 2. TRANSPORTATION SURVEY Definition of study area. Zoning. Types of surveys. O-D surveys. Inventories of existing transport facilities, land use and economic activities. Unit-II 3 . TRIP GENERATION Trip purpose. Factors affecting trip generation. Trip generation estimation by multiple linear regression analysis, brief review of category analysis, advantages and limitations of these methods. 4. TRIP DISTRIBUTION Methods of trip distribution. Basic concepts of uniform factor method, average factor method and opportunity model. Trip distribution by gravity model. Unit-III 5. TRAFFIC ASSIGNMENT Principles of assignment. Assignment techniques. All or nothing assignment. Brief review of multipath assignment, capacity restraint assignment and diversion curves. 6. MODAL SPLIT General considerations for modal split. Factors affecting modal split. Brief introduction to various methods of modal split. Unit-IV 7. EVALUATION Need for evaluation. Several plans to be formulated. Testing. Considerations in evaluation. Economic evaluation, basic principles, brief introduction to various methods of economic evaluation, comparison. 8. MASS RAPID TRANSIT SYSTEMS Problems of Urban Transport. Introduction to MRTS. Requirements of MRTS. Types of MRTS. MRTS in India. MRTS Corridor selection References Books

(i) Traffic Engg. and Transport Planning by L.R.Kadiyali, Khanna Publishers, Delhi. (ii) Highway Engg by S.K.Khanna & C.E.G. Justo, Nem Chand Bros., Roorkee.

 

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(iii) Introduction to Transport Planning by Bruton, M.J., Hutchinson Technical Education, London.

(iv) Principles of Transportation Engg, P. Chakroborty & Animesh Dass, Prentice Hall of India, 2003.

Course Outcomes:

At the end of the course, the students will be able to:

1. Gain Engineering knowledge of the subject and apply it for the solution of problems related to urbanisation

2. Make investigations, use modern tools, forecast travel demand and develop solutions to cater to increased future traffic.

3. Understand the engineering solutions in societal and environmental context for sustainable development that takes care of optimal use of resources.

4. Understand the norms of engineering practice and the need for life-long learning as per their exposure to relevant latest know-how in the field of planning.

 

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CEPE18 POLLUTION CONTROL AND WASTE

MANAGEMENT PE 3 0 0 3

Internal: 50 Marks End Term: 50 Marks Total: 100 Marks Course Learning Objectives

1 To understanding environment, impact of various activities on environment, sustainable development, ecology and biodiversity conservation

2 To understand air pollution, its effects and control methods 3 To understand noise pollution, its effects and control measures 4 To understand the sources, types and composition of municipal solid waste and the

methods of solid waste disposal Content

1. Environment, Ecology and Biodiversity Global environment, impact of humans upon environment, impact of environment upon humans, population explosion and its effects on environment, need of sustainable development, conventional sources of energy and their impact on environment. Ecology: Ecosystem and its types, energy flow in ecosystems, food chains, trophic levels, food web, ecological pyramids, biogeochemical cycles - nitrogen, sulphur and phosphorus cycles, biodiversity and its importance, measures of biodiversity conservation

2. Air Pollution Composition and structure of atmosphere, classification and sources of air pollutants, effects of air pollution on plants, animals, human health, economic effects of air pollution, greenhouse effect and global warming, ozone layer depletion and acid rains. Meteorological parameters influencing air pollution, plume behaviour. Air quality standards, air quality index, automobile pollution - effects and control measures. Atmospheric self – cleansing processes, approaches and techniques of air pollution control. Air pollution control devices: Gravitational settling chamber, cyclones, wet scrubbers, fabric filters, ESP and catalytic converters.

3. Noise Pollution General introduction to noise pollution, human acoustics, unit of measurement, loudness, measurements of noise and weighting networks, sources and effects of noise pollution, noise abatement/control, noise standards.

4. Solid Waste Management Definition, types, composition and sources of solid wastes, Solid Waste Management Rules (2016), storage and collection of municipal solid waste, methods of solid waste disposal – composting, incineration, pyrolysis and sanitary land filling, recovery of materials and energy from solid waste.

Reference Books

1 Environmental Engineering by H. S. Peavy, D. R. Rowe and G. Tchobanoglous 2 Ecology by E. P. Odum 3 Air Pollution by M. N. Rao 4 Environmental Noise Pollution by P. F. Cuniff 5 Solid Waste Management Collection, Processing and Disposal by A. D. Bhide and B.

B. Sundaresan

 

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Course outcomes

On completion of the course, the students will be able to

1 Understand importance of sustainable development, biodiversity conservation and environmental protection

2 identify the types and sources of air pollutants 3 predict the effects of air pollutants on human health and the environment 4 choose appropriate technologies for control of air pollutants 5 understand and select appropriate measures for noise pollution control 6 explain the various functional elements involved in solid waste management system 7 select suitable solid waste processing technologies and disposal methods

 

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CEPE19 ENVIRONMENTAL IMPACT

ASSESSMENT PE 3 0 0 3

Internal: 50 Marks End Term: 50 Marks Total: 100 Marks Course Learning Objectives

1 To learn the importance of environmental impact assessment in various development projects

2 To understand the legal provisions on EIA and EIA notifications 3 To brief the various methodologies involved in environmental impact assessment 4 To identify the prediction tools for the assessment of different environmental impacts 5 To describe the concepts of environmental management system.

National environmental policy, impacts of development projects on environment, Environmental Impact Assessment (EIA) and Environmental Impact Statement (EIS) - Objectives - EIA Types, EIA in project cycle - Capacity and limitations, Legal provisions on EIA, Environmental Impact Assessment notification, Methods of categorization of industries for EIA, Elements of EIA - Process screening, baseline studies, mitigation, Methods of EIA - matrices, checklist - strength, weakness and applicability, Prediction and assessment of impact on land, water, air, noise and energy, flora and fauna, Socio economic impact, Mathematical models for impact prediction, rapid EIA, public participation, Post environmental audit. Plan for mitigation of adverse impact on environment – Options for mitigation of impact on water, air and land, energy, flora and fauna; addressing the issues related to the project affected people, Environment Management Plan – ISO 14000. EIA case studies for new and expansion projects: township projects, river valley projects, thermal power plants and industrial plants. References Books

1 Environmental Impact Assessment by Canter, R. L. 2 Environmental Impact Assessment Methodologies, Anjaneyulu, Y 3 Concepts in Environmental Impact Analysis by Shukla S. K. and P. R. Srivastava 4 Environmental Impact Analysis by John G. Rao and David C. Hooten (Ed.).

Course Outcomes

At the end of the course, the students will be able to

1 Analyse the environmental impacts of proposed projects 2 Categorize the type of EIA required for proposed projects 3. Predict and assess the impact of proposed projects on the environment 4. Use mathematical tools to predict the environmental impacts 5. Propose proper mitigation measures to avoid environmental impacts 6. Summaries the EIA report with suitable environmental management plan

 

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CEPE20 GROUND WATER ENGINEERING PE 3 0 0 3

Internal: 50 Marks End Term: 50 Marks Total: 100 Marks Properties of Aquifers, Formation constants, compressibility of aquifers, Equation of motion for steady and unsteady ground water flow in isotropic homogeneous aquifers, Dupit's assumptions. Unconfined flow with a recharge, tiled train problem. Ground water exploration and methods of investigations. Effect of boundaries, interference of water, leaky aquifers, Thiem's equilibrium formula for unconfined and confined aquifers and determination of hydraulic properties of aquifers. Partial penetration of an aquifer by a well, spherical flow in a well. Non equilibrium formula for aquifer (unsteady radial flows). Tube wells, optimum capacity, silting of tube well, design of tube wells in different aquifers, tube well types, parts, bore hole, strains, its types, well pipe, casing pipe, blind pipe. Construction and working of tube wells, site selection, drilling operation, cable tool method, hydraulic method, rivers Rotary Method and drilling fluids, well screen assembly installation, verticality and alignment of tube wells, gravel packing, development of tube wells, sickness, corrosion and failure of tube wells, Pumping equipment and hydraulic testing of pumps. Artificial recharge of ground water, considerations and methods, recharge techniques induced infiltration, water spreading, flooding, basins, ditching, modification of natural channels, irrigation, recharge pits, shafts and recharge wells. Occurrence of saline water intrusion, Ghyben-Herzberg Relation between fresh and saline water shape and structure of fresh water and salt water interface, upcoming saline water, fresh water and salt water relations on oceanic islands, Control of salt water intrusion, Recognition of sea water in the ground water. Reference Books

7. Ground water Hydrology, D.K.Todd, John Wiley & Sons Inc.Newyork. 8. Groundwater, H.M.Raghunath, Wiley Eastern Ltd., N.Delhi 9. Karamouz, M, Ahmadi, A, and Akhbari, M, Groundwater Hydrology: Engineering,

Planning and Management, CRC Press 10. Davis, S.N., and De Weist, R.J.M., Hydrogeology, John Wiley & Sons, New York 11. Domenico, Concepts and Models in Groundwater Hydrology, McGraw Hill Inc. New

York.

 

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CEPE21 FLOOD CONTROL & DRAINAGE ENGG. PE 3 0 0 3

Internal: 50 Marks End Term: 50 Marks Total: 100 Marks FLOOD PROBLEMS

Introduction, Indian rivers and flood, Causes of flooding and economic losses, Flood

management measures, Flood control strategies, Alleviation of flooding

ESTIMATION OF DESIGN FLOOD

Methods of design flood computations, Observation of highest flood, Empirical flood

formulae, Flood frequency study, Derivation from storm studies and application of

unit hydrograph principal, Rainfall analysis Infiltration approach, By runoff

percentage, Soil Conservation service-US curve number method , Rational method,

Derivation of regional flood formula, Hydrograph and derivation of unit hydrograph,

Derivation of unit hydrograph, Duration of unit storm period, Limitations of the unit

hydrograph theory, Concentration of runoff near peak, Synthetic unit hydrograph ,

Changing the duration of a unit hydrograph, Estimation of design storm and the

design flood therefrom, Estimation of design flood

FLOOD ROUTING THROUGH RESERVOIRS AND CHANNELS

Flood routing through reservoirs: General, Basic Principle of routing, Pul’s method or

inflow- storage discharge method, Electronic analogue, Mechanical flood router,

Routing through river channels, Muskingum method

FLOOD MITIGATION THROGH PLANNING OF RESERVOIR CAPACITIES AND OPERATION OF RESERVOIRS

Introduction, General design factors, Storage capacity determination, Live storage

capacity, Mass curve, Flood storage, Dead storage, Reservoir silting , Sediment

outflow, Trap efficiency, Computation of unit weight, Measurement of sediments

yields, Reservoir sedimentation surveys, Sediment load measurements, Distribution of

Sediment in a reservoir, Moody’s method to find new zero elevation, Useful life of

reservoirs, Ideal reservoir operation for flood control , Operation procedure of

multipurpose reservoir , Reservoir operation from practical considerations, Based on

annual storage capacity to the annual runoff , Based on regulation of reservoirs,

Single-purpose reservoirs for flood control, Conservation reservoir, Multipurpose

reservoir, System of reservoirs, Spillway gate operation schedule , Operation to

 

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ensure maximum and minimum flow, Single-purpose reservoir, Operation of

multipurpose reservoir

FLOOD MITIGATION THROUGH RIVER PROTECTION AND IMPROVEMENT WORKS

Introduction, Types of river, Theoretical background in river engineering, types of flow, Resistance laws, Energy slope, Gradually varied flow, River improvement works , River and hydrographic surveying, Embankment, Discharge capacity, Design of river dyke or embankment, Computation of wave heights, Design of dyke section, Stability analysis of the dyke, Bank protection, Causes of bank recession , Classification of bank protection works, Direct protection, Indirect protection, Channel improvement, Cutoffs, Diversion, Flood relief or by-pass channel, Floods ways , Flood-plain zoning or redevelopment ,Spreading grounds ,Soil conservation methods

FLOOD FORECASTING, WARNING AND ECONOMICS OF FLOOD CONTROL

General, Basic data, Communication network, Forecasting techniques and procedures ,

Forecasting rainfall, Determination of runoff from rainfall data, Methods of forecasting

stages, The Relationship for the peak travel time , Example on forecasts reporting, Flood

warning, Engineering measures for flood fighting, Estimating flood damages, Estimates

of benefit analysis for a flood control project, Flood control planning through remote

sensing, General Remote sensing technique

Reference Books:

1. Flood Control and Drainage Engg. By S.N.Ghosh OXFORD & IBH Publishing Co. Pvt. Ltd. New Delhi

2. Fundamentals of Irrigation Engg. by Bharat Singh, Nem Chand & Bros. Roorkee UP 3. Handbook of Applied Hydraulics, edited by C.V. Davis & T.E. Sorensen, Mc Graw

Hill, Company

 

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CEPE22 HEALTH MONITORING OF STRUCTURES PE 3 0 0 3

Internal: 50 Marks End Term: 50 Marks Total: 100 Marks Course Learning Objectives To investigate the materials, products, structures or components that fall or do not operate or function as intended causing personal injury or damage the property. Course content Introduction- Qualitative and non-continuous methods of evaluation of structures- SHM definition- Detecting the existence of the damage on the structure- Locating the damage- Identifying the types of damage- Quantifying the severity of the damage-Sensors- Feature extraction through signal processing and statistical classification-Structure- Data acquisition systems-Data transfer and storage mechanism-Data management- Data interpretation and diagnosis : System Identification-Structural model update-Structural condition assessment-Prediction of remaining service life Different sensors - accelerometers, strain gauges, displacement transducers, level sensing stations, anemometers, temperature sensors and dynamic weight-in-motion sensors- Case studies- SHM for bridges Reference Books

1. Raghavan, A. and Cesnik, C. E., Review of guided-wave structural health monitoring," Shock and Vibration Digest, vol. 39, no. 2, pp. 91-114, 2007.

2. Shen-En Chen, R. Janardhanam, C. Natarajan, Ryan Schmidt, Ino-U.S. Forensic Practices - Investigation Techniques and Technology, ASCE, U.S.A., 2010.

3. Natarajan C., R. Janardhanam, Shen-En Chen, Ryan Schmidt, Ino-U.S. Forensic Practices - Investigation Techniques and Technology, NIT, Tiruchirappalli, 2010.

4. Gary L. Lewis, Guidelines for Forensic Engineering Practice, ASCE, U.S.A., 2003. 5. Joshua B.Kardon, Guidelines for Forensic Engineering Practice, ASCE, U.S.A., 2012.

Course Outcomes On completion of the course, the students will be able to:

1. Perform Structural health monitoring 2. Handle emerging technologies using sensors 3. Perform notable applications of structural health monitoring in Civil applications

 

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CEPE23 EXPERIMENTAL STRESS ANALYSIS PE 3 0 0 3

Internal: 50 Marks End Term: 50 Marks Total: 100 Marks Course Learning Objectives

1. To study the working principles of different types of strain gauges 2. To understand the model analysis 3. To know the fundamentals of photo elastic coatings 4. To study the effects of 2-D photo elasticity 5. To study the working principle of load, pressure and displacement transducers

Course Content Strain gauges – Mechanical, optical, acoustic, electrical inductance and capacitance pneumatic types – description and working principles Electrical resistance strain gauges, gauge characteristics and types – Equipment for recording static strain – reduction of strain gauge data. Load, pressure and displacement transducers. Model analysis – direct and indirect models – law of structural similitude – choice of scales – Model materials – limitations of model studies –Buckingham PI theorem – design of direct and indirect models – Beggs deformeter and its applications. Two dimensional photo – elasticity – optical principles stress optic law – Methods of producing isoclines and isochromatics using polariscopes – Methods of measuring fractional fringe orders – model materials – separation techniques Fundamental of Photo elastic coatings, Moire fringe and brittle coating techniques – Introduction to stress freezing techniques – Introduction to non-destructive testings. Reference Books

1. Daley and Riley, Experimental Stress Analysis, McGraw Hill Book Company, 1987 2. Srinath, L.S. et al., Experimental Stress Analysis, Tata McGraw Hill 1984. 3. Hetenyi, M., Hand Book of Experimental Stress Analysis, John Wiley & Sons. Inc New

York. 1980.

Course outcomes On completion of the course, the students will be able to:

1. Identify the different types of strain gauges 2. carry out model analysis 3. apply the concepts of photo elastic coatings 4. analyze the behavior of 2-D photo elasticity 5. apply the working principles of transducers

 

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CEPE24 CONSTRUCTION TECHNIQUES AND

EQUIPMENTS PE 3 0 0 3

Internal: 50 Marks End Term: 50 Marks Total: 100 Marks Course Learning Objectives

1. To learn the principles of construction of building components 2. To know about prefabricated construction and building services 3. To study the different repair and rehabilitation technique 4. To understand the planning and operation of various construction equipment

Course Content Principles of construction: Bonding , Reinforced brick work , Stone masonry, Hollow block masonry Composite masonry, Cavity walls, Flooring, Formwork, Centering and Shuttering sheet piles, Slip and moving forms, Roofs and roof covering, Joints in Concrete, Plastering and Pointing, Shoring and Scaffolding, Under pinning, Submerge Structures. Prefabricated structures and building services: Prefabricated panels & structures, Production, Transportation and Erection of structures, Sound insulations, Ventilations, Fire resisting construction, Damp proofing, Termite proofing. Construction damages & repair techniques: Causes of damage and deterioration in masonry and concrete structures, Symptoms & Diagnosis, Types of repair and rehabilitation techniques. Basics of construction equipment: Factors affecting the selection of equipment, economic life of equipment, cost of equipment, maintenance of equipment. Construction equipment and machinery: Earthwork equipment, Hoisting and lifting equipment, Material handling equipment, Concrete equipment, dewatering equipment. Reference Books

1. Arora, S.P. and Bindra, S.P. A Text Book of Building Construction, Dhanpat Rai Publications, New Delhi, 2005.

2. Varghese, P.C., Building Constructions, Prentice Hall, 2007. 3. Sharma & Kaul, Building Construction, S.Chand & Company Pvt, New Delhi, 1998 4. Peurifoy, R.L., Schexnayder, J.C., and Shapira, A, Construction Planning, Equipment

and Methods, Tata McGraw Hill, New Delhi, 2010. 5. Sharma S.C. Construction Equipment and Management, Khanna Publishers, New Delhi,

2013. Course outcomes On completion of the course, the students will be able to:

1. Supervise and execute all the construction jobs with the knowledge of the different construction techniques

2. Identify the building defects and apply suitable repair techniques to rectify them 3. Evaluate the costs of equipment and make proper selection of the suitable construction

equipment 4. Ensure the proper completion of a construction task using particular construction

equipment

 

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CEPE25 STEEL CONCRETE COMPOSITE

STRUCTURES PE 3 0 0 3

Internal: 50 Marks End Term: 50 Marks Total: 100 Marks Course Learning Objectives

1. To introduce the concept of composite construction and their applications in engineering

2. To discuss shear connector types, degree of shear connector, interaction and their strength

3. To introduce design of composite beams under propped and un-propped condition 4. To introduce design of different types of composite deck slabs 5. To discuss effects of temperature, shrinkage and creep and cyclic loading on composite

sections Course content Introduction – types – advantages – comparison – applications - limit states of composite sections – introduction to plastic analysis – mechanism of composite members. Shear connectors – types of shear connectors – degree of shear connection – partial and complete shear connections – strength of shear connectors – experimental evaluation of shear connectors. Analysis and design of composite beams without profile sheet - propped condition – un-propped condition – deflection - design of partial shear connection. Design of composite beam with profile sheet – propped and un-propped condition – deflection of composite beams –design of partial shear connection. Introduction – Composite slabs – profiled sheeting – sheeting parallel to span – sheeting perpendicular to span – analysis and design of composite floor system. Reference Books

1. Johnson R.P., “Composite Structures of Steel and Concrete”’ Volume-I, Black Well Scientific Publication, U.K., 1994

2. Teaching Resources for “Structural Steel Design”. Vol.2 of 3, Institute of Steel Development and Growth (INSDAG), 2000

3. Narayanan R., “Composite Steel Structures – Advances, Design and construction, Elsevier, Applied Science, U.K., 1987

4. Owens, G.W & Knowles, P., Steel Designers Manual,” (fifth edition), Steel Concrete Institute (U.K), Oxford Blackwell Scientific Publication, 1992.

5. IS 11384 – 1985 Indian Standard Code of Practice for Composite Construction in Structural Steel and Concrete, Bureau of Indian Standards, New Delhi

Course outcomes On completion of the course, the students will be able to:

1. Apply the concepts of composite construction in engineering. 2. Analyse the behavior of shear connectors, degree of shear connection and their

interaction. 3. Design composite beams under propped and un-propped condition. 4. Design different types of composite deck slabs. 5. Analyse the effects of temperature, shrinkage and creep and cyclic loading on

composite sections.

 

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CEPE26 EARTHQUAKE RESISTANT STRUCTURES PE 3 0 0 3

Internal: 50 Marks End Term: 50 Marks Total: 100 Marks Course Learning Objectives

1. To introduce the basics of Earthquake Engineering 2. To introduce the engineering seismology, building geometrics & characteristics,

structural irregularities, 3. To introduce tips on earthquake engineering - do’s and don’ts 4. To introduce cyclic loading behaviour of RC, steel and pre-stressed concrete elements 5. To discuss code provisions and their application on different types of structures

Course Content Elements of Engineering Seismology - Theory of Vibrations -Indian Seismicity -Earthquake History - Behavior of structures in the past Earthquakes. Seismic Design Concepts - Cyclic loading behavior of RC, Steel and Prestressed Concrete elements - Response Spectrum- Design spectrum - capacity based design. Provision of Seismic Code frames, shear walls, Braced frames, Combinations - Torsion. Performance of Regular Buildings 3D Computer Analysis of Building Systems (Theory only) - Design and Detailing of frames - Shear walls and Frame walls. Seismic performance - Irregular Buildings -Soil performance, Modern Concepts - Base Isolation - Adoptive systems - Case studies. Reference Books

1. Pankaj Agarwal and Manish ShriKhande, Earthquake Resistant Design of Structures, Prentice- Hall of India, New Delhi, 2003.

2. Bullen K.E., Introduction to the Theory of Seismology, Great Britain at the University Printing houses, Cambridge University Press 1996.

Course outcomes On completion of the course, the students will be able to:

1. apply the basics of Earthquake Engineering 2. demonstrate the dynamics of structural system under earthquake load 3. analyze the influence of the structural / geometrical design in building characteristics 4. demonstrate the cyclic loading behaviour of RC steel and pre-stressed concrete elements 5. Apply Codal provisions on different types of structures.

 

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CEPE40 APPLICATION OF ARTIFICIAL INTELLIGENCE TO

CIVIL ENGINEERING PE 3 0 0 3

Internal: 50 Marks End Term: 50 Marks Total: 100 Marks

Pre-requisites: Knowledge of basic civil engineering

Introduction to Artificial Neural Network: Feed-forward and Feed-Backward -work. Neural network learning rules. Linear separability of training patterns, Perceptron learning Algorithms. Multilayer Networks: Exact and approximate representation using feed forward net-works, Fixed Multilayer feed forward Network Training by Back propagation.

Recurrent Network: Symmetric networks and Associative Memory, Bi-directional Associative Memory. Analog Hopfield networks, simulated Annealing in optimization. Case studies for modeling using ANN and Fuzzy.

Introduction to Fuzzy logic: Statistics and random Processes, Uncertainty in information. Classical Sets and Fuzzy Sets: Classical sets, operations on classical sets, properties of classical sets. Mapping of classical sets to functions, Fuzzy sets, fuzzy set operations, properties of Fuzzy sets

Classical Relations and Fuzzy Relations: Cartesian product, crisp, relations, cardinality of crisp relations, operations on crisp relation, properties of crisp relations. Composition, fuzzy relations. Cardinality of Fuzzy relations, operations on Fuzzy relations. Properties of Fuzzy relations. Membership Functions: Fuzzification, Membership value assignment. Fuzzy-to-crisp Conversions: Defuzzification Methods.

Reference Books

1. Zurada, J.M. Introduction to artificial neural Network System. Jaico Publicating House. 2. Haykin, S.ANN a comprehensive Foundation. Macmillan College Publising Company,

New York. 3. Bose, N.K. and Liang, P. Neural network Fundamentals with Graphs Algorithms,

and Applications. Tata Mc'Graw Hill. ~ 4. Ross, J. Timothy. " Fuzzy logic with Engineering Applications". Mc Graw Hill. 5. Asai, K. Fuzzy systems for information processing". IOS press.

Course Outcome: On completion of the course, the students shall be able to:

1. Incorporate skills in developing models for various systems 2. Develop neural network and fuzzy logic model. 3. Provides basic knowledge on fuzzy system and optimization tools 4. Apply modeling tools to civil engineering problems

   

 

192  

 

CEOE11 MACHINE FOUNDATIONS OE 3 1 0 4

Internal: 50 Marks End Term: 50 Marks Total: 100 Marks Pre-requisites: Knowledge of Geotechnical Engineering. Course Learning Objective:

1. To explain the principles of machine foundation design for reciprocating and impact machines

2. To explain the concept and method of foundation isolation Course Content: 8. Theory of Vibrations

Definitions, harmonic motion, vibrations of a single degree freedom system, transmissibility, theory of vibration measuring instruments.

9. General Principles of Machine Foundation Design Types of machines and machine foundations, criteria for satisfactory action of a machine foundation, permissible amplitude, allowable soil pressure, permissible stresses in concrete and steel, permissible stresses in timber.

10. Evaluation of Parameters Modes of vibration of a rigid block foundation, Barken's soil spring constants, determination of coefficients of elastic uniform compression and Elastic uniform shear.

11. Foundations for Reciprocating Machines Analysis of block foundation by Barken's theory of linear elastic weightless spring analogy, Indian Standard for design and construction of foundation for reciprocating machine, design procedure, design examples.

12. Foundation for Impact Machines Dynamic analysis, Barken's recommendations for weight and base contact area, IS Code practice for design and construction of foundations for impact machines, design procedure, design examples.

13. Foundations for Rotary Machines Special considerations, design criteria, methods of analysis and design.

14. Vibration Isolation and Screening: Active isolation, passive isolation, methods of isolation, wave screening, vibration absorbing materials, planning for vibration isolation.

Reference Books

1. D.D.Barken, Dynamics of Bases and Foundations 2. Shamsher Prakash, Soil Dynamic, McGraw Hill, 1981. 3. Swami Saran, Soil Dynamics and Machine Foundations 4. B.M.Das, Principles of Soil Dynamics 5. Crede, Vibration and Shock Isolation

Course Outcome: On completion of this course, the students will be able to:

1 Understand the dynamic behaviour of foundations. 2 Select foundations for dynamic loading 3 Design machine foundations 4 Identify vibration isolation techniques

 

193  

CEOE12 GEOTECHNICAL EARTHQUAKE

ENGINEERING OE 3 1 0 4

Internal: 50 Marks End Term: 50 Marks Total: 100 Marks Pre-requisites : Knowledge of Engineering Geology and Geotechnical Engineering. Course Learning Objectives

1. To explain the mechanism of earthquake and its related causes to build structures and in-situ soils

2. To explain how ground motion is recorded and how do quantify the earthquake intensity and frequency related parameters

3. To explain how seismic site investigation will be done and seismic soil design parameters are estimated

4. To explain how seismic resistant design of foundation will be done and also explain the concept of liquefaction and related causes including codal recommendations

5. To explain how to do hazard assessment and mitigation and explain how do prepare a risk and microzonation mapping

Course Content 1. Mechanism of Earthquakes - Causes of earthquake - Earthquake Fault sources – Elastic

Rebound theory - Seismic wave in Earthquake shaking - terminology - Locating an earthquake - Quantification of earthquakes. Strong Motion Records - characteristics of ground motion - Factors influencing Ground motion - Estimation of frequency content parameters

2. Seismic site investigations – Selected Case Studies - Evaluation of Dynamic soil properties – Codal Provisions Design Ground Motion - Developing

3. Design Ground Motion-Codal recommendations. 4. Earthquake Resistant Design of foundation of buildings - Design considerations -.

Earthquake Response of slopes - Evaluation of slope stability – Liquefaction Susceptibility - Liquefaction Resistance-Codal recommendations.

5. Risk mapping - Hazard assessment – Mitigation measures - Seismic microzonation and its importance

Reference Books

1. Kameswara Rao, N.S.V., Dynamics soil tests and applications, Wheeler Publishing - New Delhi, 2000.

2. Krammer S.L., Geotechnical Earthquake Engineering, Prentice Hall, International Series, Pearson Education (Singapore) Pvt. Ltd., 2004.

3. Kameswara Rao, Vibration Analysis and Foundation Dynamics, Wheeler 4. Robert W. Day, Geotechnical Earthquake Engineering Hand book, McGraw Hill, 2002 5. Debashis Moitra, Geotechnical Engineering, Universities Press, Edition No. - I, 2016.

Course Outcomes: On completion of the course, the students will be able to:

1. Demonstrate the principles of earthquake loading 2. Quantify earthquake intensity and ground motion 3. estimate seismic soil design parameters 4. analyze and design seismic resistant foundation for buildings 5. prepare soil risk and microzonation maps

 

194  

CEOE13 TRAFFIC ENGINEERING AND ROAD

SAFETY OE 3 1 0 4

Internal: 50 Marks End Term: 50 Marks Total: 100 Marks Course Learning Objectives:

1. To understand the importance of traffic engineering, characteristics of traffic and Causes of road accidents

2. To know the relationship between contributing factors and road accidents 3. To study the traffic control devices and principles of signal / intersection design to

address the problem of road accidents 4. To learn the environmental issues related to road traffic

Course Content: UNIT-I Organisational set up of traffic engg department in India. Traffic characteristics. Max dimensions and weights of vehicles. Traffic growth. Traffic studies. Accident statistics, Accident study. Parking Issues. Road alignments and road geometrics affecting road safety. Land use planning and road safety. UNIT-II Space and time headway. Fundamental diagram of traffic flow. Relationship between speed, volume and density. Level of service. PCU. Design service volume. Capacity of non-urban & urban roads. Road congestion and road safety. IRC recommendations. Traffic control devices. Signal & Intersection Designs. Road markings, Traffic control aids and street furniture. Traffic control devices and road safety. UNIT-III Traffic regulations. Regulation of speed, vehicles and drivers. General traffic regulations. Motor vehicle act. Scope of traffic management. Traffic management measures: restrictions on turning movements, one way streets, tidal flow operations, exclusive bus lanes, traffic restraint, road pricing. Enforcement and education measures for road safety. UNIT-IV Road safety audit, RSA team, RSA Report, Elements of RSA, Detrimental effects of traffic. Vehicular air pollution. Situation in India. Vehicular emission norms in India and abroad. Alternate fuels. Factors affecting fuel consumption. Arboriculture. Reference Books 10. Traffic Engg. and Transportation Planning by L.R.Kadiyali, Khanna Publishers,

Delhi, 2002. 11. Highway Engg by S.K.Khanna & C.E.G. Justo, Veeraragavan A., Nem Chand Bros.,

Roorkee, 2014 12. Traffic Engg. by Matson, T.M., Smith, W.S. and Hurd, F.W., McGraw- Hill Book

Co., New York. 13. Traffic Flow Theory by Drew, D.R., McGraw- Hill Book Co., New York. 14. Trainers Road Safety Manual, NHA and Ministry of Shipping, Road Transport and

Highways, Govt of India.

 

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Course Outcomes:

At the end of the course, the students will be able to: 1. Gain Engineering knowledge of the subject and apply it for the solution of problems

related to road safety. 2. Design geometrics, signals and intersections, make investigations, use modern tools and

develop solutions to traffic problems including safety of road users. 3. Understand the engineering solutions in societal and environmental context for

sustainable development that takes care of pollution and environment. 4. Understand the norms of engineering practice and the need for life-long learning as per

their exposure to relevant latest IS/IRC/MoRTH specifications.

 

196  

CEOE14 ENVIRONMENTAL STUDIES OE 3 1 0 4

Internal: 50 Marks End Term: 50 Marks Total: 100 Marks

Course Learning Objectives

1 To become aware of various issues related to environment degradation, poverty, development and social welfare and their interlinking.

2 To understand various environmental problems arising due to human activities and the reasons of those problems.

3 To understand importance of natural resources, ecosystem preservation, biodiversity conservation and pollution control.

Course Content

Unit 1: Multidisciplinary nature of environmental studies Definition, scope and importance, need for public awareness. Unit 2: Natural Resources: Renewable and non-renewable resources Natural resources and associated problems a) Forest resources: Use and over-exploitation, deforestation, case studies. Timber extraction, mining, dams and their effects on forest and tribal people. b) Water resources: Use and over-utilization of surface and ground water, floods, drought, conflicts over water, dams-benefits and problems. c) Mineral resources: Use and exploitation, environmental effects of extracting and using mineral resources, case studies. d) Food resources: World food problems, changes caused by agriculture and overgrazing, effects of modern agriculture, fertilizer-pesticide problems, water logging, salinity, case studies. e) Energy resources: Growing energy needs, renewable and non renewable energy sources, use of alternate energy sources, case studies. f) Land resources: Land as a resource, land degradation, man induced landslides, soil erosion and desertification. Role of an individual in conservation of natural resources, Equitable use of resources for sustainable lifestyles. Unit 3: Ecosystems Concept of an ecosystem, Structure and function of an ecosystem, Producers, consumers and decomposers, Energy flow in the ecosystem, Ecological succession, Food chains, food webs and ecological pyramids, Introduction, types, characteristic features, structure and function of the following ecosystem: Forest ecosystem, Grassland ecosystem, Desert ecosystem, Aquatic ecosystems (ponds, streams, lakes, rivers, oceans, estuaries

 

197  

Unit 4: Biodiversity and its conservation Introduction – Definition : genetic, species and ecosystem diversity, Biogeographical classification of India, Value of biodiversity : consumptive use, productive use, social, ethical, aesthetic and option values, Biodiversity at global, National and local levels, India as a mega-diversity nation, Hot-sports of biodiversity, Threats to biodiversity : habitat loss, poaching of wildlife, man-wildlife conflicts, Endangered and endemic species of India, Conservation of biodiversity : In-situ and Ex-situ conservation of biodiversity. Unit 5: Environmental Pollution Definition, Cause, effects and control measures of - Air pollution, Water pollution, Soil pollution, Marine pollution, Noise pollution, Thermal pollution, Nuclear hazards Solid waste Management: Causes, effects and control measures of urban and industrial wastes, Role of an individual in prevention of pollution, Pollution case studies. Disaster management: floods, earthquake, cyclone and landslides. Unit 6: Social Issues and the Environment From Unsustainable to Sustainable development, Urban problems related to energy, Water conservation, rain water harvesting, watershed management, Resettlement and rehabilitation of people; its problems and concerns, Case Studies, Environmental ethics: Issues and possible solutions. Climate change, global warming, acid rain, ozone layer depletion, nuclear accidents and holocaust, Case Studies, Wasteland reclamation, Consumerism and waste products, Environment Protection Act, Air (Prevention and Control of Pollution) Act, Water (Prevention and control of Pollution) Act, Wildlife Protection Act, Forest Conservation Act, Issues involved in enforcement of environmental legislation, Public awareness. Unit 7: Human Population and the Environment Population growth, variation among nations, Population explosion – Family Welfare Programme, Environment and human health, Human Rights, Value Education, HIV/AIDS, Women and Child Welfare, Role of Information Technology in Environment and human health, Case Studies.

Reference Books

1 Text Book for Environmental Studies by Erach Bharucha Course outcomes

On completion of the course, the students will be able to 1 Understand various problems related to environmental degradation and suggest

appropriate measures for environmental protection. 2 Take appropriate measures for ecosystem and biodiversity conservation to maintaining

ecological balance. 3 Device appropriate strategies for control effects of pollution. 4 Involve all stakeholders for sustainable development of society.

 

198  

CEOE15 GEOINFORMATICS OE 3 1 0 4

Internal: 50 Marks End Term: 50 Marks Total: 100 Marks

Course objectives (1) To develop understanding about Photogrammetry, remote sensing system, Global Navigation Satellite System (GNSS) and GIS. (2) To enable students to understand the process of acquiring remotely sensed data and extract information from them.

UNIT-I AERIAL PHHOTOGRAMMETRY: History and classification of Photogrammetry, Aerial Photogrammetric processes: acquisition of data, classification of photographs, photographic scale, relief displacement, flight planning, stereo Photogrammetry: parallax, stereoscopic view, streoscope and parallax bar. UNIT-II REMOTE SENSING Introduction to Electromagnetic Spectrum (EMR), interaction of EMR with atmosphere and target, Resolutions: Spatial, temporal, spectral and radiometric, sensor characteristics, satellite data products, digital imaging, digital image processing, visual image interpretation, digital image interpretation. microwave remote sensing. UNIT-III GNSS Global Navigation Satellite System (GNSS) basic concepts, GPS (NAVSTAR), Galileo, GLONASS and Indian Regional Navigation Satellite System (IRNSS). Functional segments of GPS and components. Working principle, factors affecting, GPS setup and accessories, satellites & receivers, Differential GPS (DGPS), Applications of GNSS. UNIT-IV GIS Structure of GIS: Cartography, Geographic mapping process, GIS data models, database management systems, Raster data representation, Vector data representation, transformations, map projections, Geographic Data Representation, Storage, Quality and Standards, Assessment of data quality, Managing data errors, Geographic data standards. Raster and vector based GIS data processing – Queries, Spatial analysis, Descriptive statistics, Spatial autocorrelation, Network analysis, Surface modeling.

Reference Books 1. B. Bhatta, Remote Sensing and GIS, 2nd Edition, Oxford University Press, New

Delhi 2. G S Srivastava: An introduction to Geoinformatics 3. P.A. Burrough and R.A. McDonnell, Principles of Geographical Information

Systems, 2nd ed.Oxford, England, Oxford University Press. 4. T.M. Lillesand, R.W. Kiefer and J.W. Chipman, Remote Sensing and Image

Interpretation, (5th edition), John Wiley and Sons, India 5. George Joseph, Fundamentals of Remote Sensing, Universities Press, India, 2005

Course Outcome: After learning the course the students should be able to understand the basics of Geoinformatics and their applications in various engineering disciplines.

 

199  

CEOE16 HYDRO POWER ENGINEERING OE 3 1 0 4

Internal: 50 Marks End Term: 50 Marks Total: 100 Marks 1. Introduction Sources of power, estimation of water power, necessity and importance of harnessing small hydro power, flow duration and power duration curves, load curve, load factors, capacity factors, utilization factors, firm and secondary power.

7. Types of Hydro Power Plants Elements of Hydro power, classification of hydro-power plants, run-of-river plants, storage plants diversion canal development, pumped storage plants, tidal power plants, base load and peak load plants in a power grid.

8. Intakes Intake structures, functions and their types, components of intakes-forebay, trash racks, gates and valves, force required to operate gates. 9. Conveyance System Penstocks, design criterion, economical diameter anchor blocks, cradles and footings, water hammer, instantaneous closure of power canal, surge tank, surges in canals.

10. Turbines Types of turbines, specific speed and classification of turbines, synchronous speed, scroll casing, flumes and draft tubes, dimensions of scroll casing and draft tubes, setting of turbines

11. Power House General layout and arrangements of hydro-power units, number and size of units, sub-structure, spacing of units, super-structure, underground power stations, tidal power. Reference Books

6 Water Power Engineering, Dandekar, M.M., Sharma,K.N. 7 Hydro-Electric Engineering Practice Vol.I ,II & III Brown J.G. 8 Water Power Engineering, Borrows, H.K. 9 Water Power Development, Vol.I & II, Mosonyi,E. 10 Water Power Engineering, M.M.Deshmukh.

 

200  

CEOE17 DRAUGHT AND FLOOD OE 3 1 0 4

Internal: 50 Marks End Term: 50 Marks Total: 100 Marks Course objectives

To provide student knowledge of shortage and excess of precipitation and its impact on human life.

Course contents

1. Drought Definition, causes, types, indices, management, water harvesting

2. Flood Problems Causes, alleviation

3. Estimation of design floods Methods of computations

4. Flood routing through reservoirs and channels Puls method, Muskingum method

5. Spillway designs Functions, types

6. Flood mitigation Various types of storages, Reservoir operation, river improvement works

7. Flood forecasting, warning and fighting Forecasting techneques, engineering measures for flood fighting

8. Design of subsurface drainage systems Necessity, design of underdrains

9. Design of surface drainage systems Necessity, design of underdrains

Reference Books

1 Engineering Hydrology by K.Subramanya. 2 Hydrology for Engineers by Linsely, Kohler, Paulhus. 3 Flood Control and Drainage Engineering by S.N. Ghosh 4 Water Resources Engineering by Larry W. Mays 5 Land drainage Principles, methods and applications by A K Bhattacharya and AM

Micael

Course outcomes

Students will be able to understand methods of design structures required to drought and flood.

 

201  

CCEOE18  ADVANCED CONCRETE TECHNOLOGY OPEN ELECTIVE  3  0  0  3

Internal: 50 Marks  End Term: 50 Marks Total: 100 Marks 

Pre-requisites: Knowledge of Concrete and its ingredients. Introduction - Concrete materials - Cement: Physical tests on cement - Concrete materials - Tests on aggregates - Quality of Water for mixing and curing - use of sea water for mixing concrete. Rheology of concrete- Introduction, Rheological behaviour, Factors affecting rheological properties, mixture adjustments. Mix Design - factors influencing mix proportion - Mix design by ACI method and I.S. code method - Design of normal concrete, high strength concrete and self compacting concrete. Admixtures - accelerating admixtures - Retarding admixtures - water reducing admixtures - Air entraining admixtures - coloring agent - Plasticizers. Batching - Mixing -Transportation - Placing of concrete - curing of Concrete. Strength of Concrete - Shrinkage and temperature effects - creep of concrete - permeability of concrete - durability of concrete - Corrosion - Causes and effects - remedial measures- Thermal properties of concrete - Micro cracking of concrete, microstructure of concrete. Classification of causes of concrete deterioration – Permeability of concrete – Chloride penetration – Acid attack - Sulfate attack – Alkali-aggregate reaction – Concrete in sea water – AC impedance test - Corrosion of embedded steel in concrete – Case histories.. Special Concrete - High Performance Concrete (HPC) Introduction – Principles of HPC – Ingredients used for HPC – Production of HPC – Curing of HPC – Mechanism of HPC – Properties of HPC during the fresh and hardened state. Durability of HPC - Acid Attack – Permeability – Scaling resistance – Chloride penetration – Resistance to sea water – sulfate attack – Alkali-aggregate reaction – Fire resistance – Mix design methods of HPC. Special High Performance Concrete-Air-entrained HPC Reactive powder Concrete-Bio concrete-Geo polymer, Fiber reinforced concrete Quality control - Sampling and testing-Acceptance criteria. Reference Books

1. Shetty, M.S., Concrete Technology, Theory & Practice, S.Chand and Co, 2004. 2. Gambhir, M.L., Concrete Technology, Tata McGraw Hill, 2004. 3. Nevile, Properties of Concrete, Longman Publishers, 2004. 4. Santakumar A.R., Concrete Technology, Oxford University Press, New Delhi, 2007. 5. P.-C.Aïtcin, High Performance Concrete, E &FN SPON, 1998 6. E.G.Nawy, Fundamentals of High Performance Concrete, John Wiley & Sons., 2nd

edition, 2000 7. High Performance Concrete Structural Designers Guide published by FHWA, USA,

2005. 8. Geert De Schutter, Peter J.M. Bartos, Peter Domone, John Gibbs, Self Compacting

Concrete, Whittles Publishing, 2008.

 

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Course Outcome: On completion of the course, the students shall be able to:

1. Test all the concrete materials as per IS code. 2. Design the concrete mix using ACI and IS code methods. 3. Determine the properties of fresh and hardened of concrete. 4. Design special concretes and their specific applications. 5. Ensure quality control while testing/ sampling and acceptance criteria.