Civil Syllabus

CIVIL ENGINEERING BE 3rd Semester S. No. 1 2 3 4 5 6 7

Course Code CIV 301 CIV 302 CIV 303 CIV 304 CIV 305 CIV 306 CIV 352

8

Subject Surveying I Building Material & Construction Structural Mechanics I Reinforced Concrete I Fluid Mechanics I Disaster Management Building Drawing through AUTOCAD Vocational Training

Total

L

T

P

Theory Sess Exam

Marks Practical Total Sess Exam

Total

4 4 4 4 4 2 0

0 0 0 0 0 0 0

2 0 0 2 0 0 2

75 75 75 75 75 30 ---

75 75 75 75 75 30 --

150 150 150 150 150 60 ----

60 ----60 ----60

50 --50 --50

110 ------110 ------110

--22

-0

---8

--405

-405

---810

60 240

50 200

110 440

Marks of vocational Training on based workshop after 2nd semester

BE 4th Semester S. No.

T

P

Marks Practical Total Sess Exam

Total

Course

1 2

Code CIV 401 CIV 402

Structural Design I Structural Mechanics II

4 4

0 0

0 2

75 75

75 75

150 150

--40

-30

---70

3 4 5 6

CIV 403 CIV 404 CIV 405 CIV 406

4 3 4 4

0 0 0 0

2 2 2 0

75 75 75 75

75 75 75 75

150 150 150 150

40 40 40 ---

30 30 30 --

70 70 70 ----

7

CIV 451

Surveying II Engg. Geology Transportation Engg. I Building Services & Quantity Survey Structural Drawing through AUTOCAD

0

0

2

---

--

----

40

30

70

22

0

10

450

450

900

200

150

350

Total

L

Theory Sess Exam

Subject

BE 5th Semester S. No. 1

Course

Subject

Code CIV 501

Reinforced Concrete II

L

T

4

0

1

P 0

Theory Exam Sess

Marks Practical Total Sess Exam

Total

75

150

----

75

---

--

2 3 4 5 6

CIV 502 CIV 503 CIV 504 CIV 505 CIV 506

7

CIV 551

Structural Design II Fluid Mechanics II Irrigation Engg. I Environment Engg. I Geographical Information Systems & Surveying Reinforced Concrete drawing through AUTOCAD

Total

4 4 4 4 4

0 0 0 0 0

0 2 0 0 2

75 75 75 75 75

75 75 75 75 75

150 150 150 150 150

--60 ----70

-50 --50

---110 ------120

0

0

2

---

--

----

70

50

120

24

0

6

450

450

900

200

150

350

After 5th Semester survey camp will be held in Winter Vacation of 3 Weeks Duration

BE 6th Semester S. No.

Course

1 2

Code CIV 601 CIV 602

3 4 5 7

CIV 603 CIV 604 CIV 605 CIV 652

8 10

CIV 653 CIV 656 Total

Subject Geotechnical Engg. I Introduction to Earthquake Engineering Irrigation Engg. II Environmental Engg. II Transportation Engg. II Structural Drawing II through AUTOCAD Irrigation Drawing II Survey Camp

L

T

P

Marks Theory Exam Sess

Total

Practical Sess Exam

Total

4 4

0 0

2 0

75 75

75 75

150 150

60 ---

40 --

100 ----

4 4 4 0

0 0 0 0

0 2 0 3

75 75 75 ---

75 75 75 --

150 150 150 ----

--60 --60

-40 -40

---100 ---100

0 --20

0 -0

3 ---10

----375

--375

------750

60 70 310

40 30 190

100 100 500

Four weeks practical training after 6th semester

BE 7th Semester Marks S. No. 1 2 3 4 5 6 7 8

9

Course Code CIV 701 CIV 702 CIV 703 CIV 704 CIV 751 CIV 752 CIV 760

Subject Hydrology and Dams Structural Mechanics III Remote Sensing & Surveying Geotechnical Engg. II Elective Transportation Engg. (Project I) Environment Engg. (Project II) Standard Civil Engg. Software Packages

CIV 761 Seminar (Training Report) 4 weeks practical training after 6th Semester

L

T

3 3 3 3 3 0 0 0

0 0 0 0 0 0 0 0

-----

---

2

P 0 0 0 0 0 4 4 2

------

Exam

Theory Sess

Total

100 100 100 100 100 -------

50 50 50 50 50 ----

150 150 150 150 150 -------

-----

---

------

Sess

Practical Exam

Total

-----75 75 40

---------------200 200 100

----------125 125 60

-----

50 --

50 ---

Total

1 2 3 4

CIV 705 CIV 706 CIV 707 CIV 708

15

0

10

500

250

750

310

240

550

Elective Subjects Solid Waste Management Architecture and Town Planning Maintenance of Buildings Traffic Engg.

BE 8th Semester S. No. 1 2 3 4 5 6 7 8

Course Code CIV 801 CIV 802 CIV 803 CIV 804 CIV 851 CIV 852 CIV 853

Subject Structural Design III Transportation Engg. III Construction planning & Management Environment Management Elective Structural Design (Project III) Irrigation Structure (Project IV) Seminar

Total 1 2

CIV 805 CIV 806

3.

CIV 807

L

T

P

Theory Exam Sess

Marks Practical Total Sess Exam

Total

3 3 3

0 0 0

0 0 0

100 100 100

50 50 50

150 150 150

-------

----

----------

3 3 0 0 --15

0 0 0 0 -0

0 0 4 4 ---8

100 100 ------500

50 50 ---250

150 150 ---------750

----125 125 --250

--75 75 50 200

------200 200 50 450

Elective Subjects Advanced Structural Design Water Resources Planning Management Bridge Engineering

3

SYLLABUS FOR BACHELOR OF ENGINEERING (CIVIL) THIRD SEMESTER COURSE NAME

:

SURVEYING-I

COURSE NO.

:

CIV. 301

LTP

:

402

Theory

Note: The examiner shall set 8 questions i. e 4 from each part and students shall be required to attempt a total of 5 questions with atleast 2 questions from each part. Max Marks : 75 Min. Marks: 30 SECTION – A lectures INTRODUCTION TO SURVEYING

(03)

Basic principles of Surveying, Plans, Maps, Surveying Stations & Lines, Ranging, Distance measurements. COMPASS SURVEY (05) Principle, Traverses, Meridians, Bearings, Included angles from bearing and vice versa, Prismatic Compass, Surveyor’s compass, Magnetic declination, local attraction, Field work for compass traverse, Plotting and adjustment errors. LEVELLING (04) Basic definitions, Dumpy level, Levelling staffs, Simple Levelling, Terms in Levelling, Precautions, Differential Levelling. Field Book for Levelling, Profile levelling, Cross-sectioning & Reciprocal levelling. CONTOURING (03) Contour characteristics, direct and indirect methods of contouring, Contour gradients and automatic levels. PLANE TABLING (04) Plane Table and its accessories, Telescopic alidade, Principle, Basic definitions, setting and orienting the plane table, methods of plane tabling, Three point problem, Two point problem. SECTION – B (05) THEODOLITE TRAVERSING Vernier Theodolite, Basic definitions, Temporary and permanent adjustments, Measuring horizontal and vertical angle, Optical Theodolites, Electronic Digital Theodolites, Selection and marking of stations for traversing, Angular measurements. TRAVERSE ADJUSTMENTS (05) Balancing angles of the traverse, computation of latitudes & departures, consecutive & independent coordinates, Checks for open and closed traverses, Adjustment methods for a traverse, Gales traverse table, Omitted measurements. TACHEOMETRIC SURVEY (05) Introduction, Tacheometer and stadia rods, Determination of constants, Purpose of using Analatic lens without derivation. Tacheometric equations for inclined sights. Tangential Methods. Auto Reduction Tacheometers. TRIGONOMETRIC SURVEY

(04)

4

Plane trigonometric survey, Principles, Geodetic trigonometric surveys, Refraction and curvature corrections. Axis signal correction. Single observation and Reciprocal observation methods. BOOKS: 1. 2. 3. 4.

Dr. K.R. Arora, Surveying Vol. I & II Standard Book House, New Delhi. Dr. B.C. Punmia, Surveying Vol. I & II Luxmi Publications, New Delhi. Dr. S.K. Duggal: Surveying Vol. I & II Tata McGraw Hill, New Delhi. T.P. Kanetkar & Kulkarni, Surveying volume I & II

REFERENCES: 1. Y. R. Nagraga & A. Veeraragavan; Surveying Vol. I, Nem Chand Bros., New Delhi 2. C. Venkatramaish Text Book of Surveying, University Press (India) Limited, Hydrabad 3. G.L. Hasmer, Geodesy John Wiley & Sons, New York. SURVEYING-I (Practical) Compass traversing with plotting and graphical adjustments. Simple levelling and differential levelling. Profile levelling, cross sectioning and their plotting. Contouring by taking levels by square method and drawing contours on a plan. Plotting details by plane tabling. Three point problem. Theodolite practice and measurement of angles by repetition and reiteration method. To determine reduced levels by tacheometry. Survey instruments. COURSE NAME

:

BUILDING MATERIALS AND CONSTRUCTION (Th.)

COURSE NO.

:

CIV. 302

LTP

:

400

Note: The examiner shall set 8 questions i. e 4 from each part and students shall be required to attempt a total of 5 questions with atleast 2 questions from each part. Max Marks : 75 Min. Marks: 30 SECTION – A

lectures

BUILDING MATERIALS (04) (a) Bricks Ingredients Manufacture Process; Classifications, Efflorescence in bricks work, causes and remedies. (b) Stones Classification, Characteristics of good building stones, methods of quarrying, blasting of rocks, dressing of stones. BINDING MATERIALS (LIME AND CEMENT) (03) Characteristics, sources, varieties, manufacturing process, setting of lime, slaking & testing of lime & cement, storage of cement. MORTARS AND CONCRETE (03) Definitions, properties of fine & coarse aggregates, fineness modulus, bulking of sand, puzzolonic materials, different types of mortars & concrete grades & types, Factors affecting strength of concrete. TIMBER Characteristics of timber, structure of timber, types, defects, preservation, seasoning.

5

(02)

COMPOSITE & SMART MATERIALS

(02)

MISC. MATERIALS Tar, bitumen, glass, paints, varnishes, rubber, plastic.

(02)

FOUNDATIONS (02) Definition; Bearing Capacity and Load Distribution through soils; types of foundations & their suitability. MASONRY Brick work, Types of Bonds, English and Double Flemish Bonds; their merits and demerits. Stone Work, Rubble and Ashlar work, Joints in stone masonry. Hollow Blocks. Clay tiles. SECTION - B WALLS AND DAMP PROOFING Types, load-bearing and non-load bearing, Damp proofing, Causes and Effects and Remedial Measures. DOORS, WINDOWS, LINTEL AND ARCHES Types of doors and windows, Metal and Plastic, methods of fixing, types of Lintels and Arches.

(03)

(02) (03)

FLOORS Constituents sub-floor and top finishes; Types of Floor and their construction details. 1) Kota Stone 2) Flooring Tiles

(03)

STAIRS AND STAIR-CASES Types, proportioning, ramps, terminology, escalators and lifts.

(02)

ROOFS AND ROOF COVERINGS Flat roofs, wooden, RCC, RBC, Slopping roofs. Mud Phuska, Coba treatment

(02)

CONCRETE CONSTRUCTION Formwork, mixing, use of concrete mixers and vibrators, laying, curing.

(03)

Low CoST Construction

(04) Introduction: improved construction techniques using locally available materials such as non erodable mud plaster, fire proof thatched roof, pre fabricated wall & roof panels, ferrocement BOOKS : 1. Engineering Materials 2. Engineering Materials 3. Engineering Materials 4. Building Construction 5. Building Construction 6. Building Construction 7. Building Construction 8. Civil Engg. Materials 9. Engineering Materials 10. Civil Engg. Materials 11. Advances in Building Materials & Construction

: : : : : : : : : : :

S. K. Sharma & G. C. Mathur N. Chowdhuri S. C. Rangwala S. K. Sharma & B.K. Kaul S. C. Rangwala S. P. Arora and S. P. Bindra B. C. Punmia P.D. Kulkarni, TMH Surinder Singh NITTTR Publication Mohan Rai & MP Jaisingh, CBRI, Roorkee Publication

6

COURSE NAME

:

STRUCTURAL MECHANICS - I (Theory)

COURSE NO.

:

CIV. 303

LTP

:

400

Note: The examiner shall set 8 questions i. e 4 from each part and students shall be required to attempt a total of 5 questions with atleast 2 questions from each part. Max Marks : 75 Min. Marks: 30 SECTION- A

lectures

ANALYSIS OF PLANER FRAMES: (03) Analysis of simple plane frames, frames of different types, force analysis of planer frames by method of joints and section. COLUMN & BUCKLING: (03) Definitions and examples of instability; criteria for stability of equilibrium, Euler’s theory of columns, buckling, Euler’s equation for various end restraints, Rankine formula, eccentrically loaded struts, struts with initial curvature, lateral stability of beams; struts with lateral loading. DISTRIBUTION OF SHEAR STRESS (03) Distribution of shear stress in beams for triangular, rectangular, circular, hollow circular, hollow rectangular, I and L sections, symmetric and unsymmetrical bending, Location of shear center. SLOPE AND DEFLECTION (05) Double Integration method, Macaulay’s method, moment area method. Use of all these methods to calculate slope and deflection for the following (i) Cantilevers and (ii) Simply supported beams with or without overhangs. Under concentrated Loads, udl or combination of concentrated and udl. Application of above methods to analyse fixed beams and propped cantilevers under above load cases. DEFLECTION OF TRUSSES (05) Calculation of deflections of trusses and frames by unit load and castigliano theorem method, method of computing deflection of trusses by Williot and Williot Mohr diagram. SECTION - B TRAVELLING LOADS (06) Simple case of travelling loads, maximum SF and BM diagrams for simply supported beams (without overhangs) carrying (i) A single concentrated load. (ii) udl. (iii) Two concentrated loads at fixed distance apart. (iv) Series of concentrated loads. Enveloping parabola, equivalent udl. for BM and SF in each of the above case. INFLUENCE LINES (05) Reactions, SF and BM influence line for simply supported beams and girders. Use of influence lines for calculating maximum values of reaction, SF and BM on any section of beam for any simple load system. Force influence lines for simple framed girders with horizontal beams, reversal of stresses due to udl Forces in the spandrel beams due to dead and live load. Influence lines for framed girders with curved top beam, Muller Breslau principle and its application to determinate structures.

7

UNSTIFFENED SUSPENSION BRIDGE (04) Suspension bridges (unstiffened) Maximum tensions in the suspension cable, back stays and pressure on towers. ARCHES (06) Three hinged arches Eddy’s theorem. Linear arch BM radial shear and normal thrust at any section of a parabolic and segmental three hinged arch due to simple cases of loading. Moving loads on three hinged arches, maximum BM diagram for following moving loads (i) A single wheel load. (ii) udl longer than span. Change in Rise of the arch due to increase of temperature, Three-hinged spandrel braced arch Stresses in various members under dead load, force influence lines for different members, maximum forces in the member due to following cases of moving loads (i) One or two concentrated loads. (ii) udl longer than span. BOOKS : 1. Strength of Materials (Volume 1) 2. Strength of Materials (Volume 2) 3. Elementary Theory of Structures 4. Mechanics of Structures Volume I and II 5. Strength of Materials 6. Mechanics of Structures 7. Basic Structural Analysis

: : : : : : :

B. C. Punmia and Jain B. C. Punmia R. L. Jindal and B. K. Kaul S. B. Junarkar R. S. Khurmi R. S. Khurmi C.S. Reddy

COURSE NAME

:

REINFORCED CONCRETE - I ( Theory & Practical)

COURSE NO.

:

CIV. 304

LTP

:

402

Note: The examiner shall set 8 questions i. e 4 from each part and students shall be required to attempt a total of 5 questions with atleast 2 questions from each part. Max Marks : 75 Min. Marks: 30 Theory SECTION – A Lectures CONCRETE TECHNOLOGY (05) Properties of the concrete constituent materials, Parameters affecting strength of concrete, Grades of concrete. Advantages of R.C.C. construction over other types. Introduction to various methods of concrete mix design with details of concrete mix design by IS code method. Non Destructive Testing of Concrete. DESIGN CONCEPTS (04) Assumption made in RCC design, working stress and limit state methods, design consideration for flexure, shear and bond using limit state method. MOR of RCC section, diagonal tension, development length, various types of anchorages. DESIGN FOR THE FOLLOWING TO BE DONE BY LIMIT STATE METHOD AS PER IS 456-2000 BEAMS (05) Design Of Singly, Doubly Reinforced Beams Of Various Sections Namely, Rectangular, T&L Beams. SLABS

(04)

8

One-way slab, two way slabs using I. S. code method.

SECTION- B COLUMNS (05) Design of short and long columns of various shapes namely rectangular and circular with ties/spiral reinforcement under axial load, combined bending and axial thrust. STAIRS Design of single flight and Dog legged.

(03)

FOOTINGS Wall footing, isolated footing under axial loads.

(05)

WIND LOAD WITH DUCTILE DETAILING CONCEPTS OF DESIGN OF LIQUID RETAINING STRUCTURES & CIRCULAR BEAMS. (05) LIMIT STATE OF DEFLECTION AND CRACKING BOOKS: 1. Plain & Reinforced Concrete : 2. Limit State Design : 3. Limit State Design : 4. Concrete Technology: 5. Concrete Technology:

(03)

Jai Krishna & O.P. Jain (vol I & II) A.K. Jain Ramachandra M.L. Gambhir R.S. Varshney

REFERENCES: 1. Reinforced Concrete Structures : Punmia & Jain 2. Concrete Structures : V.N. Vazirani & M.M. Ratwani 3. Relevant IS Codes Practical To determine specific gravity of cement. To determine fineness of cement by sieving through standard IS 90 micron sieve. To determine standard consistency, initial and final setting time of a given sample of cement by Apparatus. To determine soundness of cement by Le-Chatlier Apparatus. To determine tensile strength of cement. To determine compressive strength of 1 : 3 cement mortar cubes after 3 days and 7 days. To determine unit weight (bulk density) and voids of concrete aggregates (C.A. and F.A.) To determine fineness modulus and grain size distribution of aggregates (C.A. and F.A.). To determine by slump test, the workability of concrete mix of given proportions. To determine concrete mix by IS method To determine water absorption and compressive strength of a brick. BOOKS : 1. Plain and Reinforced Concrete Vol. I

:O. P. Jain and Jai Krishna

9

Vicat’s

2. Laboratory Manual on Concrete Testing (Part-I) :V. V. Shastri and M. L. Gambhir 3. Laboratory Manual on Concrete Testing (Part-I) :C. B. Kukreja 4. ISI Codes on Concrete Testing. 5. Laboratory Manual on Concrete Technology :PD Kulkarni, LN Mittal & Hemant Sood COURSE NAME : FLUID MECHANICS – I COURSE NO.

:

CIV. 305

LTP

:

400

Note: The examiner shall set 8 questions i. e 4 from each part and students shall be required to attempt a total of 5 questions with atleast 2 questions from each part. Max Marks : 75 Min. Marks: 30 Theory SECTION- A Lectures DIMENSIONAL ANALYSIS AND HYDRAULIC SIMILITUDE (07) Significance of Euler, Reynolds and Froude numbers. Releigh’s method - Theorem, Application to fluid problems. Similarity in Hydraulic model studies. River models - Distorted and movable bed models. BASIC EQUATIONS (08) Control Volume, derivation of continuity, momentum, energy and moment of momentum equations. Force of a jet on stationery, moving flat and curved plates, flow over vanes, velocity triangle, hydraulic and other efficiencies Kinetic energy and momentum correction factors. Fluid masses subjected to uniform acceleration. Euler’s equation of motion in Cartesian co-ordinates. Integration to derive Bernoulli’s theorem. LAMINAR FLOW (06) Navier-stokes Equation in Cartesian co-ordinates (no derivation), meaning of terms, Flow between parallel plates, Stokes law, Flow through Porous media. Transition from Laminar to Turbulent flow. SECTION- B TURBULENT FLOW (06) Definition of turbulence, scale and intensity. Effects of turbulence. Turbulent flow in pipes. Equation for velocity distribution in smooth and rough pipes (no derivation), Resistance diagrams. BOUNDARY LAYER ANALYSIS (06) Assumption and concept of boundary layer theory, Boundary-layer thickness, laminar and turbulent boundary layers on a flat plate, laminar sub layer, smooth and rough boundaries. Local and average friction co-efficient, separation and control. PIPE FLOW PROBLEMS (07) Concept of equivalent length, design problems, 3 - reservoir problem, simple network problems, transmission of power through nozzles, siphons. BOOKS: 1. Fluid Mechanics : 2. Fluid Mechanics & Hydraulic Power Engineering: 3. Fluid Mechanics : 4. Fluid Mechanics Volume I and II : 5. Fluid Mechanics : 6. Elementary Mechanics of Fluids :

10

Dr. Baljeet S. Kapoor (New Age Publishers) D.S Kumar R. J. Garde and A. J. Mirajgooker R. M. Dave Victor Streeter Hunter Rouse

7. 8.

Fluid Mechanics Fluid Mechanics & Hydraulic Machines

: :

Frank M White, McGraw Hill. S.C. Gupta, Pearson Education

COURSE NAME

:

DISASTER MANAGEMENT ( Theory)

COURSE NO.

:

CIV. 306

LTP

:

200

Note: The examiner shall set 8 questions i. e 4 from each part and students shall be required to attempt a total of 5 questions with atleast 2 questions from each part. Max Marks : 30 Min. Marks: 12 SECTION – A

lectures

Disaster management Types of hazards, Natural and man-made disasters, Impact, causes and effects, damages, (04) Coping mechanism and relief assistance, (04) Disaster continuum, Preparedness, prevention, mitigation, (04) Warning and management, vulnerability assessment, (04) Rehabilitation and reconstruction after disasters, Pre disaster planning for earthquakes, cyclones, floods, draught and famine, (04) SECTION – B Disaster resistant constructions, Non-structural and structural mitigation measures, Guiding principles of mitigation, Education and training for disasters, Disaster case studies, Computer use in disaster scenario development.

(04) (04) (04) (04) (04)

Books: 1.

William H. Dennen and Bruce R. Moore, WCB Publishers, Iowa, 1986.

2.

John M. Wallace and Peter V. Hobbs, Atmospheric Science : An Introductory Survey, Academic Press, New York, 1977.

3.

Egbort Bocker and Rienk Van Grondille, Environmental Physics, John Wiley & Sons Ltd., 1999.

4.

Barbar W. Murk et. al., Environmental Geology, John Wiley & Sons, New York, 1996.

COURSE NAME

:

BUILDING DRAWING THROUGH AUTO CAD (Practical)

COURSE NO.

:

CIV. 352

LTP

:

0-0-2

Sketches of various foundation types–spread, isolated, combined, continuous, raft, cantilever, grillage, inverted arch and piles. Elevation and plans of alternate courses in English and double Flemish bonds for various thickness of walls and columns. Details of Cavity-wall construction. Section through a wall showing details of : (a) Floor (b) Window sill and (c) Roof components. Schematic sketches of damp-proof courses, horizontal and vertical. Damp proofing of basements.

11

Details of different types of arches and lintels. Key elevations of different types of doors. Construction details Plan, elevation and section through a double door and windows. Key plans sections through a variety of staircases. Construction details : Plan, elevation and section through a double door and window. Sectional details of : Flat Roofs. Steel Truss-Roof. Timbering in trenches, centering scaffolding, underpinning, shoring and formwork. FOURTH SEMESTER COURSE NAME

:

STRUCTURAL DESIGN - I (Theory)

COURSE NO.

:

CIV. 401

LTP

:

400

Note: The examiner shall set 8 questions i. e 4 from each part and students shall be required to attempt a total of 5 questions with atleast 2 questions from each part. Max Marks : 75 Min. Marks: 30 SECTION – A

lectures

There will be one question either on Design and Drawing details of a steel roof truss riveted with given forces in various members. OR (08) Design and Drawing of welded plate girder with static load u.d.l. over whole span and concentrated load at fixed points. (08) SECTION - B STEEL STRUCTURES (a) Allowable stresses in direct tension, direct compression, Bending, bearing and shear in structural steel. (04) (b) Design of (10) (i) Steel beams, encased beams. (ii) Tension and compression member. (iii) Columns under axial load (built up section). (iv) Riveted and welded connections for axial loads. (v) Riveted and welded joints subjected to moment in the plane of joint and perpendicular to the plane of joint. (vi) Framed connections. (c) Complete design of (05) (i) A grillage foundation. (ii) A column base under direct and lateral loads. MASONRY STRUCTURES Allowable stresses in masonry, Design of wall, columns and their footings for direct axial loads. BOOKS : 1. Building Design 2. Design of Steel Structures Volume III 3. Steel Structures 4. Design of Steel Structures

: : : :

12

A. S. Arya Vazirani and Ratwani Rama Chandra A. S. Arya and S. L. Ajmani.

(05)

COURSE NAME

:

STRUCTURAL MECHANICS - II (Th.)

COURSE NO.

:

CIV. 402

LTP

:

402

Note: The examiner shall set 8 questions i. e 4 from each part and students shall be required to attempt a total of 5 questions with atleast 2 questions from each part. Max Marks : 75 Min. Marks: 30

SECTION – A

lectures

INDETERMINATE STRUCTURE (08) Determination of Static and Kinematic indeterminacy of beam frames and trusses. Muller Breslau principle with application to indeterminate structures, qualitative Influence Line Diagrams for continuous beam, frames, arches. TWO HINGED ARCHES (08) Parabolic arches with secant variation of moment of Inertia. Derivation of expression for horizontal thrust, BM and SF diagrams for simple cases of static loads. Influence lines for horizontal thrust, and Radial force for Parabolic arches with secant variation of moment of inertia. Reaction locus and its applications. Effect of temperature, support yielding. Two hinged spandrel, braced arches - Forces on various members due to static loads, Reaction locus and their use to determine, maximum force in various members. REDUNDANT TRUSSES (08) Method of least work, Castigliano’s 2nd theorem - its derivation and application. Analysis of plane frames with maximum of total two redundancies. Forces in various members of a plane redundant frames due to lack fit of member. SECTION – B SLOPE DEFLECTION METHOD (08) Derivation of general slope deflection equations, application to statically indeterminate portal frames, Indeterminate beams, yielding of supports. MOMENT DISTRIBUTION METHOD (08) Introduction, stiffness factor, carry over factor, distribution factor, application of method to statically indeterminate beams, yielding of supports, portal frames. Analysis of frames with sway by App. Method i. e. portal and cantilever methods. Analysis of frame with sway by exact method. (a) Moment Distribution Method. (b) Slope Deflection Method. BOOKS : 1. Indeterminate Structures

:R. L. Jindal

13

2. 3. 4. 5. 6. 7. 8.

Theory of Structures Volume II Indeterminate Structural Analysis Indeterminate Structures Basic Structural Analysis Indeterminate Structures Computational Structural Mechanics Structural Analusis (I&II)

:Punmia and Jain :Kinney : C.K Wang : C.S. Reddy : A.K. Jain :R. Rajasekaran & G. Sankarasubramaniam : S.S. Bhavikatti

STRUCTURAL MODELS (Practical) Beams on elastic supports or elastically coupled beams. Influence line for end reaction of bow girder or a continuous beam. Moment due to side sway of portal frame subjected to horizontal loads. Verification of Eddy’s theorem using linear Arch concept. Verification of Maxwell’s reciprocal theorem by any of the following two: (i) Two hinged circular arch. (ii) Split circular ring. (iii) Continuous beam or frames. Application of strain gauges on steel and concrete specimens. To determine the deflection of beams curved in plan. Verification of Energy theorem for plain truss. BOOKS : 1. Indetermination Structural Analysis 2. Indeterminate Structures

:Kinney :R. L. Jind

COURSE NAME

:

SURVEYING - II (Theory)

COURSE NO.

:

CIV. 403

LTP

:

402

Note: The examiner shall set 8 questions i. e 4 from each part and students shall be required to attempt a total of 5 questions with atleast 2 questions from each part. Max Marks : 75 Min. Marks: 30

SECTION – A

lectures

CURVES (06) Types of horizontal curves, Basic definitions, Degree of curve, elements of a curve, Peg interval, Setting out curves with and without theodolite, Setting out with total station instrument, Obstacles in curve setting, compound curves, Reverse curves. TRANSITION CURVES (06) Combined circular and Transition Curves and their setting out in field. Vertical curves, Setting out vertical curves by chord gradient and tangent correction methods. GEODETIC TRIANGULATION (06) Triangulation figures, Classification, Shape of triangles, Field work, Selections of stations, Intervisibility of stations, Signals, Phase correction, Reduction of Centre, Baseline site, selection Baseline measurement, Baseline corrections, Baseline Extension, Survey of India Top Sheet numbering system. SURVEY ADJUSTMENTS (06) Definitions, Law of Weights, Theory of least squares, normal equations, Most probable values by normal equations, by method of differences and by method of correlates, Adjustment of level lines.

SECTION – B

14

TRIANGULATION ADJUSTMENTS

(06)

Station adjustments, conditions for Figure adjustment of Plane triangles, Chain of triangles, two connected triangles, Braced Quadrilaterals, Triangle with a central station, Method of equal shifts, Setting out buildings, culverts, Piers and abutments. TRILATERATION (04) Basic principles, Slope, distance from vertical angles and elevations. Approximate methods of adjustments of Braced Quadrilateral and Polygon with a central station. ELECTRONIC DISTANCE MEASUREMENT (04) Basic definitions, Types of waves, Phase, Measuring distance from transit time and from phase difference carrier waves, Modulations, EDM instruments, Corrections, Brief description of electronic theodolite, Total stations etc. INTRODUCTION OF TOTAL STATION (02) BOOKS : 1. Surveying Volume II and III 2. Surveying Volume II and III 3. Surveying Volume I and II

: : :

B. C. Punmia K. R. Arora T.P. Kanetkar

Practical THEODOLITE TRAVERSING Reconnaissance, setting up stations, measurement of horizontal angles by Repetition, Measuring Traverse lines and taking offsets, Computations and analytical adjustment of the traverse by Gales traverse table, Plotting by independent coordinates and preparation of the map. TRIANGULATION Reconnaissance, setting up stations, Measuring angles by Reiteration, Measuring the Base line and W.C.B. of one line, Corrections to measured Base line, Adjustment of Triangulation by least squares method, Computation of independent coordinates. PRECISE LEVELLING To carry out differential levelling from a B. M. to an unknown point with two intermediate checks points.

levels

and

with

INTRODUCTION OF TOTAL STATION BOOKS : 1. Surveying Vol. I & II 2. Surveying Vol. II

:

: Dr. K.R. Arora Dr. B.C. Punmia

COURSE NAME

:

ENGINEERING GEOLOGY

COURSE NO.

:

CIV. 404

LTP

:

302

Note: The examiner shall set 8 questions i. e 4 from each part and students shall be required to attempt a total of 5 questions with atleast 2 questions from each part. Max Marks : 75 Min. Marks: 30

Theory

15

SECTION – A lectures GENERAL GEOLOGY (08) (i) Introduction, division of Geology, importance of Engineering Geology. (ii) Weathering definition, types, effects. (iii) Geological work of streams as an agent of erosion, transportation and deposition; resulting features like sand-dunes and loses. (iv) Geological work of streams as an agent of erosion, transportation and deposition; resulting features like valley, terraces, flood-plain deltas, channel deposits, meandering. (v) Geological work of Glaciers an agent of erosion, transportation and deposition; resulting features like valleys, hanging valleys, cirques, and tail, moraines. (vi) Brief account of the Physiographic features of India. STRATIGRAPHY (05) (i) Brief idea about the standard geological time scale, unit & fossils. (ii) Brief description covering age, distribution, life classification and economic importance of the following stratic graphic systems of India. 1. Archean system 2. Guddapah system 3. Vindhyan system SECTION – B STRUCTURAL GEOLOGY (08) (i) Brief idea about stratification apparent, dip, true, dip, strike and unconformities. (ii) Folds Definition, parts of a fold, classification, cause, relation to engineering operations. (iii) Faults Definition, parts of a fault, classification, causes, relation to Engineering operations. (iv) Joints Definition, attitude, joint set, joint system, classification, relation to Engineering operations. MINERALOGY AND PETROLOGY (09) Crystals Definition, technology, crystallographic axes symbols, form, class, normal class, system, Elementary study of Cubic, Tetragonal and Orthorhombic system of crystallography, covering only normal class for each. Important physical properties of minerals, colour, luster, streak, cleavage, fracture, transparency, from hardness, specific gravity. Brief study about origin, mode of occurrence and distribution in India of 1. Coal, 2. Petroleum. Formation, Textures, Structures, Classifications, Geological and Engineering characteristics of Igneous, Sedimentary and metamorphic rocks. ENGINEERING GEOLOGY (10) Building stone, Characteristics of good building stone, examples from igneous, Sedimentary and metamorphic rocks with description use and distribution in India. Geological Consideration in the engineering projects like Tunnels, Highways, Foundations, Dams, Reservoirs. Earthquake: Definition, terminology, earthquake waves, intensity recording of earthquakes, reservoir related earthquakes, seismic zones in India, factors to be considered and method in earthquakes proof construction. Ground water : Definition, sources of ground water, water table, perched water table, acquifers (confined and unconfined) walls, cones of depression, artesian wells, water retaining capacity of the igneous, sedimentary and metamorphic rocks, Ground water provinces of India. Earth Movements : Landslides and land subsidence, elementary idea about classification, factors causing landslides and land subsidence, preventive measures like retaining walls, slope treatment, chemical stabilization and drainage control. Soils : Formation, genetic classification, soil erosion, preventive measures, brief and general study of the soil groups of India. BOOKS :

16

1. 2. 3. 4. 5. 6. 7. 8.

Geology for Engineers Mineralogy Structural Geology Geology of India Engineering Geology Engineering Geology Geology for Engineering Petrology

D. S.Arora, Mahindra, Chd., 1984. Dana, Wiley Eastern Limited, 1992. Billing, M.P., Prentice Hall, 1979. D. N. Wadia, Tata McGraw Hill, India, 1973. Hries and Watson, John Viley, 1953. Parbin Singh, N D. Kataria, 1996. Tirifethen Van, Nebard, 1957. Tyrrell, B. I., N. D., 1994.

Practical EXPERIMENTAL WORK Study of physical properties of minerals, like luster, streak, fracture, cleavage Hardness, forms and specific gravity by Walkers steel yard balance. Examination of some common, typical rock-forming ore minerals. Rough drawing and elementary study of a few typical crystal models from cubic, tetragonal and orthohombic systems. Examination of some important rocks used for engineering purpose from igneous, sedimentary and metamorphic groups. Study of structural models. DRAWING WORK Simple dip and strike problems. Map Work Completing the out-crop, finding the dip and strike, drawing cross-section along the given section line, discussing order of superposition and brief geological history. Simple map dealing with location of dam and tunnel sites. COURSE NAME

:

TRANSPORTATION ENGINEERING - I

COURSE NO.

:

CIV. 405

LTP

:

402

Note: The examiner shall set 8 questions i. e 4 from each part and students shall be required to attempt a total of 5 questions with atleast 2 questions from each part. Max Marks : 75 Min. Marks: 30 SECTION – A

lectures

Theory HIGHWAY DEVELOPMENTS (04) Importance of Roads in India, Characteristics of road transport, Scope of highway engineering, Development of Road Construction. Constructions steps for Roman, Tresaguet, Telfrod & Macadam roads, Comparison of Macadam and Telford method. HIGHWAY PLANNING (03) Necessity of Highway Planning, Classification of roads, Methods of classification of roads, Salient features of first, second and third twenty-year road development plans, comparison of first and second twenty-year road development plans. HIGHWAY ALIGNMENT AND SURVEYS (03) Basic requirements for an ideal alignment, Factors controlling alignment, Engineering surveys for highway location, Map Study, Reconnaissance, Preliminary survey, Detailed survey. HIGHWAY GEOMETRIC DESIGN (04) (a) Importance of Geometric design, design of cross-section elements. Pavement width, width of roadway, right of way, shoulders, kerbs, separators and cross slope.

17

(b) Sight Distances Factors affecting the sight distance, Analysis of stopping sight distance, Analysis of overtaking sight distance, overtaking zones, Reaction time. IRC Specification. DESIGN OF HORIZONTAL ALIGNMENT (04) Design Speed, Radius of horizontal curve, and Super-elevation Analysis of super-elevation and Design steps for super-elevation. Object of providing extra widening on horizontal curves. Analysis of extra widening, Object of providing Transition curve, Method of designing length of Transition curves, Advantages of transition curves. SECTION - B TRAFFIC ENGINEERING (05) Definition, Role of Traffic engineering, Traffic surveys, object of traffic volume study, methods of counting traffic volume. Presentation of traffic volume data, object and uses of spot speed study in traffic engineering, methods for conducting spot speed study and presentation of spot speed data, object and uses of speed and delay study, methods for conducting speed and delay study, presentation of speed and delay study data. HIGHWAY MATERIALS (05) ROAD AGGREGATES Desirable properties of road aggregates, Strength, Hardness, Toughness, Dura-bility, Weather resistant etc. Tests for judging suitability of road aggregates Crushing value, Impact value, Abrasion Value, Soundness, Specific gravity and Water absorption and Shape tests Flakiness Index and Elongation Index. BITUMEN (04) Types of Bituminous material, Desirable properties of bitumen Stability, flexibility, temperature susceptibility, strength, hardness. Tests for judging suitability of Bitumen Penetration value, Ductility value, Specific gravity and water absorption test, Softening point, Flash and fire point and Viscosity test. HIGHWAY CONSTRUCTION (02) Various types of roads, construction procedure for water bound macadam, bituminous concrete, bituminous bound Macadam and cement concrete roads. HIGHWAY MAINTENANCE (06) Need for highway maintenance, general causes of pavement failures, Failures in flexible pavements, Failure in cement concrete Pavements, Maintenance of highways Routine maintenance, Maintenance of Water bound macadam roads, Bituminous roads, Cement Concrete roads, Special repairs in bituminous road and cement concrete roads. BOOKS : 1. Highway Engineering Volume I and II 2. Highway Engineering 3. Highway Engineering 4. Highway Engineering 5. Principles of Highways and Transportation Engineering Practical

: : : : :

AGGREGATE TESTS Aggregate Crushing Value Test. Aggregate Impact Value Test. Los Angles Abrasion Value Test. Deval Abrasion Test. Aggregate Soundness Test.

18

O’ Flaherty Khanna, S.K. & Justo C.E.G. L. R. Kadiyali O’Glesby G. V. Rao

Flakiness Index and Elongation Index Test. Specific Gravity and Water Absorption Test. Laboratory CBR Test. BITUMEN TESTS Penetration Test. Ductility Test. Softening Point Test. Viscosity Test. Specific Gravity Test. Flash Point and Fire Point Test. Float Test. REFERENCES 1. Highway Materials Testing : Khanna & Justo 2. Relevant ISI Standards 3. Laboratory Testing in Highway Engineering (Instruction Manual), AK Duggal, NITTTR, 2006. COURSE NAME

:

BUILDING SERVICES AND QUANTITY SURVEY (Theory)

COURSE NO.

:

CIV. 406

LTP

:

400

Note: The examiner shall set 8 questions i. e 4 from each part and students shall be required to attempt a total of 5 questions with atleast 2 questions from each part. Max Marks : 75 Min. Marks: 30 SECTION – A

lectures

SERVICES IN RESIDENTIAL, COMMERCIAL AND MEDICAL BUILDINGS (08) Air Conditioning and Ventilation, control cooling systems, modern systems of air conditioning, ducting systems, different mechanical means of air conditioning. Acoustics General Principles of transmission and passage of sound reverberation, absorption, and reflection. Acoustic materials and their co-efficiency, Principles of good acoustic design. Thermal Insulation Behavior of various building materials and Thermal Conductivity, Thermal insulation of air conditioned interior spaces, working out air conditioning loads for different spaces. Illumination, Solar Passive Design - Concepts ARCHITECTURAL CONTROLS AND BUILDING BYELAWS (06) Role of building byelaws in a city, local byelaws in a city, local byelaws and architectural controls, facade control and zoning plans. SECTION – B ESTIMATES (06) Types of rough and detailed estimates of two roomed buildings, preparing of rough cost estimates. Estimation of quantities of earth work of roads, Computation of areas and volumes. CONTRACTS AND TENDERS WITH P.W.D. ACCOUNTS

19

(06)

Different types of contracts and obligations of different parties. Methods of tendering cash book, receipts, vouchers, indents, muster roll, measurement book. Earnest Money and security money. RATE ANALYSIS AND SPECIFICATION (08) Over head cost, task or out turn work, labour required for different works. Loads for carts and trucks, Materials for different items of works, analysis of rates of plain concrete, cement concrete, brick work, plaster work. General specifications of Ist, IInd, IIIrd, IVth class building. Detailed specification of each work, L.C.P.C. Brick work in substructure and superstructure of building. VALUATION AND RENT FIXATION (06) Gross income, Net income, outgoing, scrap value, salvage value etc. obsolescence, Annuity, capitalized value, years purchase, sinking fund, depreciation, valuation of building. Determination of depreciation, methods of valuation, lease, fixation of rent, Plinth area required for residential building. BOOKS : 1. 2. 3. 4. 5. 6. 7. 8.

Estimating and Costing : B.N. Dutta Estimating and Accounts : M. Chakraborty P.W.D. Accounts : Chief Engineer, B & R, Punjab Professional Practice : Prof. Nanabati Civil Engineering Quantities : Irory M. Sealy, Mcmillion & Co. Building Construction : B.C. Punmia Services : Desphande & Duggal Handbook of designing & installation of services in building complex- High Rise Buildings: V.K. Jain, Khannna Publishers

COURSE NAME

:

STRUCTURAL DRAWING THROUGH AUTOCAD- I (Pr.)

COURSE NO.

:

CIV. 451

LTP

:

0-0-2

Detailed working drawing for: 1. A steel roof truss. 2. Plate girder (welded) Fully dimensioned sketches for the following: 1. Stanchion beam connections. 2. A grillage foundation. 3. Composite column with lacings

20

FIFTH SEMESTER COURSE NAME

:

REINFORCED CONCRETE - II (Th.)

COURSE NO.

:

CIV. 501

LTP

:

400

Note: The examiner shall set 8 questions i. e 4 from each part and students shall be required to attempt a total of 5 questions with atleast 2 questions from each part. Max Marks : 75 MIN. MARKS: 30 SECTION – A

lectures

BEAMS CURVED IN PLAN AND CONTINUOUS BEAM (08) Introduction, Design of circular beams loaded uniformly and supported on symmetrically placed columns, semi-circular beams simply supported on 3 supports equally spaced using shear, moment and torsion coefficient, provision for torsion reinforcement. Design of continuous beams using I. S. Code method. BUILDING FRAMES Design loads on buildings including wind and seismic forces. Design of Portal frames.

(06)

RETAINING WALLS Type of retaining walls

(06) Design of cantilever and counter-fort type retaining walls. SECTION – B

R.C.C. FOOTINGS AND FOUNDATIONS Design of combined footings, strap footing, raft and foundation.

(06)

LIQUID RETAINING STRUCTURES Introduction, Design of circular and rectangular tanks by approx. method and I. S. code method.

(06)

PRESTRESSED CONCRETE (08) Basic Principles, Comparison of R.C.C. and Pre-Stressed structures, methods of prestressing pretensioning and post tensioning Freyssinet system Magnet Blaton system etc. Losses in prestressed concrete, Analysis and design of rectangular beams and I beams. BOOKS: 1. Concrete Structure 2. Plain and Reinforced Concrete

: :

21

V. N. Vazirani and M. M. Ratwani Jai Krishna and O. P. Jain,

3. 4. 5. 6.

Design of Reinforced Concrete Structure Reinforced Concrete Structures Reinforced Concrete Behaviour, Analysis and Design of Reinforced Concrete Structural Element

: : : :

Volumes I and II S. Rama Murthan Syal and Goel H. J. Shah Syal and Ummat

COURSE NAME

:

STRUCTURAL DESIGN - II (Theory)

COURSE NO.

:

CIV. 502

LTP

:

400

Note: The examiner shall set 8 questions i. e 4 from each part and students shall be required to attempt a total of 5 questions with atleast 2 questions from each part. Max Marks : 75 Min. Marks: 30 SECTION –A lectures Design of Industrial building frames, bracings, gantry girders and stepped columns, columns base. Design of Steel Tanks: Pressed steel tanks and their staging. SECTION –B Towers: Transmission line towers, Microwave tower, Design Procedure. IS : Specification. Design of a single track railway bridge with lattice girders having parallel chords design of : (a) Stringer (b) Cross Girder (c) Main Girders Various members and their joints (d) Portal, Sway Bracings (e) Bearings Rocker and Rollers BOOKS : 1. Design of Steel Structure : 2. Steel Structures : 3. 4.

Steel Structures : Design of Steel Structures

(08) (08) (08) (16)

A. S. Arya and J. I. Ajmani, M/s. Nem Chand and Bros. V. N. Vizirani and M. M. Ratwani, M/s. Khanna Publication, Delhi. E. H. Gaylord. : L.S. Negi, TMH Publications

COURSE NAME

:

FLUID MECHANICS - II (Theory & Practical)

COURSE NO.

:

CIV. 503

LTP

:

402

Note: The examiner shall set 8 questions i. e 4 from each part and students shall be required to attempt a total of 5 questions with atleast 2 questions from each part.

22

Max Marks : 75 Min. Marks: 30 Theory SECTION –A lectures UNSTEADY FLOW IN CLOSED CONDUITS (08) Equation of motion for unsteady flow (applicable to pipes flow), compressibility effect, equation for celerity for rigid and elastic pipes (with derivation), water hammer phenomenon in penstocks due to sudden and slow value closure, propagation of pressure waves through penstock (with its mechanism) ; Control of water hammer-forebays, surge tanks (their types, functions and design), layout of Hydropower plant. FLOW MEASUREMENT TECHNIQUES Hot-wire anemometers, Preston tube, stanton tube, electrical technique, wind tunnel testing.

analogy

method,

flow

(06) visualization

UNIFORM FLOW IN OPEN CHANNEL (06) Flow classification, basic resistance equation for open channel flow, Chezy’s, Manning, Kutter and bazin formulae, variation of roughness coefficients, conveyance of channel, section factor and normal depth, types of channel section, velocity distribution; Most efficient flow section - rectangular, triangular, trapezoidal and circular. ENERGY AND MOMENTUM PRINCIPLES AND CRITICAL FLOW (05) Energy and specific energy in an open channel, critical depth for rectangular and trapezoidal channel, alternate depths, Applications specific energy to transitions and broad crested weir momentum and specific force in open channel flow. SECTION –B GRADUALLY VARIED FLOW (G.V.F.) (06) Differential equation of water surface profiles, limitations, properties and classifications of water surface profiles, examples, computations of water surface, profile by step method, graphical method and direct method of integration (Bresse’s and Chow’s method). Free over fall. RAPIDLY VARIED FLOW (R.V.F.) (05) Hydraulic Jump, theory of jump, elements and characteristic of hydraulic jump in a rectangular channel. Determination of the location of jump, calculations of its location and applications of hydraulic jump. UNSTEADY - NON-UNIFORM FLOW IN CHANNELS (04) Positive and negative surges (with derivation), Surge as a moving hydraulic jump, Hydraulic bore. BOOKS : 1. Hydraulic and Fluid Mechanics: Modi and Seth. 2. Fluid Mechanics : R. J. Garde and A. Z. Mirjaguaker. 3. Flow in open channel : Subramanya K. 4. Fluid Mechanics : Streeter. Practical To draw flownet from Hele-shaw experiment (Flow past a circular cylinder). Verification of Stoke’s Law. Boundary layer development on a flat plate.

23

To draw flownet by electrical analogy method. Determination of drag on body in a wind tunnel OR Study of parts of wind tunnel and testing procedure. Determination of Manning’s rugosity coefficient. Determination of elements of hydraulic jump. Discharge and flow profiles of a broad crested weir. BOOKS : 1. Experimental Fluid Mechanics 2. Experimental Fluid Mechanics 3. Open Channel Hydraulics

: : :

Dr. G. L. Assawa. Dr. Baljeet Kapoor V. T. Chow.

COURSE NAME

:

IRRIGATION ENGINEERING - I (Theory)

COURSE NO.

:

CIV. 504

LTP

:

400

Note: The examiner shall set 8 questions i. e 4 from each part and students shall be required to attempt a total of 5 questions with atleast 2 questions from each part. Max Marks : 75 Min. Marks: 30 SECTION – A lectures INTRODUCTION (03) Necessity, Advantages and disadvantages of Irrigation, major, medium and minor projects, Planning of an Irrigation Project, Development of Irrigation in India. SOIL-WATER-CROPS RELATIONSHIPS (05) Composition of soil, texture and structure, water holding capacity of soil, classification of soil water, depth of water held by soil in Root Zone and available to plants, Extraction pattern of soil moisture in Root Zone by plant roots, Elements essential for plant growth. Soil fertility, Crop rotation, Quality of Irrigation, Quality of Irrigation water, saline and alkaline soils and reclamation. WATER REQUIREMENTS OF CROPS (05) Principal crops in India and their seasons. Duty, Delta, Base period and its relationship, crop period, factors affecting duty of water. Methods of Improving duty of water, G.C.A., C.C.A., Intensity of Irrigation and other terms related to water requirement of crops. Consumptive use of water, measurement of Evapotranspiration-Blaney Criddle equation, Thornwaite method; Irrigation Efficiencies. METHODS OF IRRIGATION (04) Schematic layout of canal irrigation system, Types of Irrigation systems, classification of irrigation methods - (only surface methods - their advantages and limitations), comparison between sprinkler and drip irrigation, design considerations of sprinkler and drip irrigation system. SECTION – B RIVER TRAINING WORKS

(05)

24

Theories of river behaviour, guide banks and their design, approach embankments, Afflux embankments, Groynes or spurs. CANAL IRRIGATION (05) Classification, silt theories and design of unlined canals, losses in canals. Critical tractive stress approach and application in channel design, simple outline expression of Mayer Peter’s Equation. TUBEWELL IRRIGATION (06) Advantages and disadvantages, Drilling Methods and their selection, comparison with canal irrigation, types of tubewells, hydraulics of tubewells and related problems, testing of tubewells, rehabilitation of tubewell. Types of Aquifers, Well Devolopment WATER-LOGGING AND DRAINAGE (04) Causes and adverse effects of water logging, antiwater logging measures, surface and tile drains and their design. Economics of canal lining, design of lined channels. ARTIFICIAL RECHARGE TO GROUND WATER BOOKS : 1. Irrigation Engineering 2. Principles and Practice of Irrigation Engineering 3. Irrigation and Water Power Engineering 4. Irrigation Engineering and Hydraulic Structures 5. Irrigation Engineering Volumes I, II and III 6. Irrigation Practice and Design Volumes I to VII 7. The Fundamental Principles of Irrigation and Water Power 8. Fundamentals of Irrigations Engineering 9. I.S.I. Codes 10. Theory and Design of Irrigation Structures, Volumes I and II 11. 12.

Irrigation Engineering and Hydraulic Structures Irrigation Theory & Practice

(03) :N.N. Basak, TMH publications :S. K. Sharma :B.C. Punmia,Pande & B.B. Lal :S. R. Sahasrabudhe :K. R. Sharma :K. B. Khushlani. :B. B. Priyani :Dr. Bharat Singh :S.C. Gupta, R.L. Gupta, and R.S. Varshney. :Santosh Kumar Garg :A.M. Michael, Vikas Publications

COURSE NAME

:

ENVIRONMENTAL ENGINEERING - I (Theory)

COURSE NO.

:

CIV. 505

LTP

:

400

Note: The examiner shall set 8 questions i. e 4 from each part and students shall be required to attempt a total of 5 questions with atleast 2 questions from each part. Max Marks : 75 Min. Marks: 30 SECTION – A

Lectures

QUANTITY OF WATER (03) Introduction; Relation of quantity and population estimation methods, factors affecting water use, variations in water use, Fire demand. SOURCES OF WATER SUPPLY (05) Measurement of rainfall and runoff variations; mass diagram; Definition and Design factors, Groundwater and springs Definition - various types of wells - well construction and development - specific yield and various tests - Infiltration wells and galleries; choice of source of water supply. INTAKE WORKS AND TRANSPORTATION OF WATER

25

(04)

Types of intakes and design considerations - river and canal intakes; Types of conduits capacity and design, joints-laying and testing, pipe corrosion and prevention. PUMPS AND PUMPING (04) Necessity of pumping, classification of different type of pumps and their characteristics and selection criteria, economical diameter of the rising main. SECTION – B QUALITY OF WATER (04) Testing of various physical-chemical and biological characteristics and their significance; standards of quality for different uses of water. PURIFICATION OF WATER (10) Objectives, various methods; Sedimentation - different types and design for Type-I settling (Discrete settling) Coagulation - Theory and methods and Jar test - design of mixing Basins; Filtration - method mechanism-types of filters (rapid and slow sand) and design criteria; Distinction-Theory - necessity and various methods; other methods of treatment - Taste and odour removal - absorption, water softening and various methods.

DISTRIBUTION SYSTEMS (05) Definition and general requirement and classification/Economical topographical considerations; storage and distribution reservoirs capacity - calculations - graphical and analytical methods; various types of piping systems. APPURTENANCES IN DISTRIBUTION SYSTEM Various types and requirements, waste detection and prevention. WATER SUPPLY OF BUILDINGS

Details.

(03) (02)

BOOKS : 1. Environmental Engineering 2. Water Supply and Sewerage 3. Water Supply Engineering 4. Environmental Engineering 5. Water Supply and Waste Water disposal 6. Water Supply Engineering 7. Water Supply Engineering 8. Water & Waste Water Engineering 9. Environmemntal Engineering

: : : : : : : : :

Baljeet S. Kapoor E. W. Steel S. K. Garg Howard S. Peavy Et al G. M. Fair and J. C. Gayer S.R. Kashirsagar B.C. Punmia Hammer & Hammer P. Venugopala Rao, PHI

COURSE NAME

:

GEOGRAPHICAL INFORMATION SYSTEMS (THEORY)

COURSE NO.

:

CIV. 506

LTP

:

402

Note: The examiner shall set 8 questions i. e 4 from each part and students shall be required to attempt a total of 5 questions with atleast 2 questions from each part. Max Marks : 75 Min. Marks: 30 SECTION – A INTRODUCTION TO GIS

Lectures (03)

26

Definition, Applications of GIS, Questions a GIS can answer, Components of GIS Data acquisition, Data Storage, Data Processing, Data Display, User Interface.

Hardware, Software -

DATA INPUT AND OUTPUT (03) Manual Digitizing, Automatic Digitizing, Scanning, Scanning versus manual digitization, Remotely Sensed Data, Digital Elevation Data. DATA MANAGEMENT AND ANALYSIS (03) Database Approach Hierarchical Data, Network Data, Relational Data, Raster Data Model, Data Layers, Latitude-Longitude System, Editing, Analysis of Surfaces and Network Analysis. DIGITAL CARTOGRAPHY AND FUTURE OF GIS (05) Cartography, Need of Computer Cartography, Elements of Cartography, Types of Maps, Map design Web GIS Need for Web GIS, Methodology, Server - Side Applications and Client Side Applications. SECTION – B GLOBAL POSITIONING SYSTEM (08) Basic Concepts History of GPS, Basic concept, space segment, control segment, user segment, Horizontal and Vertical Datums systems, Coordinate Systems, Conventional terrestrial systems and inertial systems and transformation between terrestrial and inertial Coordinate systems. Impact of GPS on existing positioning techniques. GPS ORBIT AND SIGNALS (06) Forces acting on satellites, Keplerian laws of motion of celestial bodies, solar radiation pressure, Ephemerides, GPS geometry and accuracy dilution of precision, selective Availability, orbit Biasis, ionospheric and Tropospheric effects, Cycle slips, Multipath and Imaging. OBSERVATION EQUATIONS BIASES ERRORS (06) Observation Equations, Psendoramge observations, carrier beat phase observations, linear combinations of observations single, double and triple differencing techniques, statis; pseudo kinematics and kinematics observation techniques. GPS SURVEY AND SOLUTION (06) Parameters in GPS survey design, Datum definition, Geometrical design, selection of observing accuracy, Satellite configuration selection, field operation, software data processing, Documentation, Impact of Cops on Geographical information. BOOKS 1. Lillisand, T.M. & Kiefer R.W. Remote Sensing and Image Interpretation, John Wiley & Sons, New York 2. Campbell, J.B. Taylor and Francis “Introduction to Remote Sensing” 3. Principles of Geographical Information Systems Oxford University Press, New York REFERENCES: 1. Neg. P & Kudrat, M. Digital Remote Sensing, Concept Publication Company 2. Jhanwer, M.L. and Chauhan, T.S. Remote Sensing and Photogrammetry – Principles and Applications, Viguon Prakashan, Jodhpur 3. Geographic Information Systems for Geoscientists: Modeling with GIS- Pargamon, New York 4. Internet GIS Architecture- which side is right for you? – Geo World, May, 1999 Practical GIS Putting the Hard copy data into computer - Scanning and Digitizing. Vectorizing the scanned files and Layering.

27

Editing and Projection Systems of the data. Analyzing the Geographical Data. Getting the Output - Printouts. REMOTE SENSING Study of instruments Pocket and mirror stereoscopes - Principle and Mechanism. Stereo Vision test for 3-D studies. Study of aerial photographs under stereoscopes. SURVEYING Setting out a simple circular curve by offsets from long chord. Setting out a simple circular curve by offsets from tangents. Setting out a simple circular curve by Rankine’s Method. Setting out a simple circular curve by Two Theodolite Method. Determination of height of inaccessible object.

GPS To determine the coordinates of a station by point positioning techniques using GPS. Determination of a vector using two GPS in static mode. To locate the alignment of a road using GPS. Determination of height of several B. M. in a localized area with reference to a known B. M. REFERENCES : 1. An Introduction to Geographical Information Systems - Ian Heywood, Sarah Cornelius and Steve Carver. 2. Principles of Geographical Information Systems - Oxford University Press, New York. 3. Surveying Volume II by Dr. K. R. Arora. 4. Surveying Volume III by Dr. B. C. Punmia. 5. Remote Sensing image interpretation - T. M. littesend and K. M. Kiefer (John Willing and Sons New York) 6. Surveying and Levelling - II by T. P. Kanektar COURSE NAME

:

REINFORCED CONCRETE DRAWINGS THROUGH AUTOCAD (Practical)

COURSE NO.

:

CIV. 551

LTP

:

0-0-2

To prepare drawings showing the placement of Reinforcement in : (i) Cantilever retaining wall. (ii) Counter fort type retaining wall. Drawing showing reinforcement of different types of footings: Combined footings, Raft foundation. Strap Beam foundation etc. Drawings showing the details of reinforcement of circular and rectangular tanks.

28

SIXTH SEMESTER COURSE NAME

:

GEOTECHNICAL ENGINEERING - I

COURSE NO.

:

CIV. 601

LTP

:

402

Theory

Note: The examiner shall set 8 questions i. e 4 from each part and students shall be required to attempt a total of 5 questions with atleast 2 questions from each part. Max Marks : 75 Min. Marks: 30 SECTION – A

Lectures

BASIC CONCEPTS (04) Definition of Soil and Soil Mechanics, Common soil problems in Civil Engineering, Principal types of Soils, Brief treatment of important properties of very fine soils i. e. absorbed water, base exchange and soil structure. Significant characteristics of main clay mineral groups i. e. Montmorillonite, Illite and Kaolinite. Basic definitions. INDEX PROPERTIES (05) Weight volume relationships, Underlying theory of determination of G from Pyonometer tests and Density from Sand replacement method. Grain size analysis, Stoke’s law and hydrometer analysis. Consistency and sensitivity of clays. Atterberg limits and the related indices, underlying theory of shrinkage limit determination. Indian standard classification system. COMPACTION (05) Definition and object of compaction, Proctor test and concept of OMC and Zero Air Voids line. Modified Proctor test. Factors influencing compaction, effect of compaction of Performance and relative suitability. Field comactive effort. Proctor needle method for field compaction control. Lime stabilization, flyash and cement bitumen stabilization.

29

COMPRESSIBILITY AND CONSOLIDATION (07) Concept of av, mv, and Ce, computation of ultimate settlement of confined layers, primary consolidation. Terzaghi’s solution of one dimensional consolidation. Graphical solution (without proof) of the differential equation in terms of dimensionless parameters. Concept of Cv, Tv and U, Consolidation Test. Determination of Cv from curve fitting methods. Cassagrande’s Method for preconsolidation Pressure determination for NC and OC clays. Causes of over consolidation. Effect of disturbance on e-log σ curves of NC clays. SECTION – B PERMEABILITY AND SEEPAGE (07) Concept of effective stress principle, seepage pressure, critical hydraulic gradient and quick-sand condition. Capillary tube concepts, Capillary phenomenon in soil. Darcy’s law and its validity, seepage velocity. Coefficient of permeability and its determination in the laboratory. Average permeability of stratified soil masses. Factors effecting “k” and brief discussion. Field determination of “k” from pumping out tests in confined and unconfined aquifer. Laplace equation for two dimensional flow. Flow - nets their uses and characteristics. Expression for seepage quantity. Mechanics of piping. Protective filters and their main requirement (Design criteria). DEWATERING (06) Approximate computation for flow quantity to dewater an excavation slurry well and safety factor. Simple sketches to illustrate the principles of dewatering by the following methods and their relative suitability (i) Ditches and sumps (ii) Well point system (Single stage and multiple stage) (iii) Deep well drainage installation (iv) Vacuum Method (v) Bleeder walls (vi) Sand drain installation (vii) Electro-Osmotic flow SHEAR STRENGTH (06) Stress analysis of a two dimensional stress system by Mohr Circle. Concept of pole. Coulomb’s Law of shear strength. Coulomb-Mohr strength Theory. Relationship between principal stresses at failure. Direct, triaxial and Unconfined shear strength tests. Triaxial shear tests based on drainage conditions (brief description) Typical strength envelopes for clay obtained from these tests. Derivation of skempton’s pore pressure parameters. Stress strain and volume change characteristics of sand. BOOKS : 1. Soil Mechanical (SI version) 2. Principles of Geotechnical Engineering 3. Soil Mech and Foundation Engineering 4. Soil Mech and Foundation Engineering 5. Soil Mech in Theory and Practice 6. Soil Mech and Foundation Engineering

: : : : : :

7.

:

Geotechnica;l Engineering, Principles & Practices

T. W. Lambe and R. V. Whitman. Broja M. Das V.N.S. Murthy B. C. Punnia Alam Singh Bharat Singh & Shamsher Parkash Nem Chand & Brothers Cudoto, Pearson Education

Practical Lecture wise Breakup Visual Examinations : Field Identification Tests. I.S. Classification system and Plasticity chart. Determination of In-situ density by Core-cutter method.

30

Determination of In-situ density by Sand-Replacement method. Determination of Liquid Limit and Plastic Limit, P.I. Determination of ‘G’ by Pyenometer Method. Grain size analysis of a given sample of sand Direct shear test Unconfined Compression Test. Constant head permeameter test. Compaction tests (Proctor). BOOKS : 1. ` Soil Testing for Engineers 2. ISI Standards 3. Engineering Soil Testing 4. Soil Sampling & Testing Laboratory

: : : :

Lambe B.I.S. S. Parkash and Jain A.K. Duggal & Krishnamurthy

COURSE NAME

:

INTRODUCTION TO EARTHQUAKE ENGINEERING

COURSE NO.

:

CIV. 602

LTP

:

400

Note: The examiner shall set 8 questions i. e 4 from each part and students shall be required to attempt a total of 5 questions with atleast 2 questions from each part. Max Marks : 75 Min. Marks: 30 SECTION – A

lectures (08)

INTRODUCTION TO EARTHQUAKES : Structure of the Earth, History of the Earth, Earthquake Mechanism, Propagation of Seismic Waves, Earthquake Phenomena, Earthquake Measurements, Seismicity-Global and Local, Seismic hazards (06) PAST EARTHQUAKES AND LESSONS LEARNT: Case Significant Historical Earthquakes, Earthquake Damages to Various Civil Engineering Structures, (08) EARTHQUAKE VIBRATIONS Introduction to theory of vibrations, Free and Forced Vibrations for Single Degree of Freedom System, Strong Motion Vibration Records, Earthquake Spectrum And Design Spectrum, Ground Motions-Effect of Ground Conditions SECTION – B (10) EARTHQUAKE DESIGN PROCEDURE & DESIGN CODES Lateral force analysis of buildings, floor diaphragm action, moment resisting frames, shear walls, Concepts of seismic design, lateral strength, stiffness, ductility, and structural configuration. Design spectrum. Base isolation, Provisions of IS: 1893 for buildings, Seismic design of structures, provisions of IS: 4326,

31

Seismic design and detailing of RC buildings, provisions of IS: 13920 SOIL RESPONSE TO EARTHQUAKES (08) liquefaction, liquefaction susceptibility, landslides, seismic slope stability analysis, soil improvement for remediation of seismic hazards. BOOKS : 1.Dynamics of Structures : James Biggs 2. Elementary Earthquake Engineering : Jai Krishna & Chander Shekran 3. Geotechnical Earthquake Engineering: Steven L. Kramer, Low Price Edition, Pearson Education 4. IS: 1893-2002, Indian Standard Criteria for Earthquake Resistant Design of Structures, Part I, General Provisions, BIS, New Delhi, p.39 5. IS:1893-1984, Indian Standard Criteria for Earthquake Resistant Design of Structures, BIS, New Delhi, p.77 6. IS: 4326-1993, Indian Standard Code of practice for Earthquake Resistant Design and Construction of Buildings, BIS, New Delhi, 1993 7. SP:22-1982, Explanatory Hand Book on Codes of Earthquake Engineering, BIS, New Delhi, 1982. 8. IS:13920-1993, Indian Standard Ductile Detailing of RCC Structures subjected to seismic forces – Code of practice, 1993, p.16

COURSE NAME

:

IRRIGATION ENGINEERING - II (Theory)

COURSE NO.

:

CIV. 603

LTP

:

400

Note: The examiner shall set 8 questions i. e 4 from each part and students shall be required to attempt a total of 5 questions with atleast 2 questions from each part. Max Marks : 75 Min. Marks: 30 SECTION – A

lectures

THEORIES OF SEEPAGE (05) Seepage force and exit gradient, salient features of Bligh’s Creep theory, Lane’s Weighted Creep theory and Khosla theory, determination of uplift pressures and floor thickness. DESIGN OF WEIRS (05) Weirs Versus barrage, design considerations with respect to surface flow, hydraulic jump and seepage flow. Design of a weir or barrage. DIVERSION HEADWORKS (06) Component parts of a diversion head work and their functions, Design considerations of Important components such as under sluices, divide wall, head regulator, Silt control devices. ENERGY DISSIPATION DEVICES (06) Use of hydraulic jump in energy dissipation, factors affecting design. Types of energy dissipaters and their hydraulic design. SECTION – B CANAL FALLS

(05)

32

Necessity and Location, Types of falls and their description. Selection of type of falls, Design of Sarda Type, Straight Glacis and Inglis or baffle wall falls. DISTRIBUTORY REGULATORS (04) Regulators, canal regulation, Offtake alignments, cross-regulator and Distributory head regulators, their functions and Design. Canal escape. CANAL OUTLETS (05) Essential requirements, classification, criteria, for outlet behaviors, flexibility, proportionality, sensitivity, sensitiveness, Adjustability Relationship between Flexibility and sensitivity, Design of non-modular, semimodular (A.P.M.) outlet, Gibb’s Module. CROSS DRAINAGE WORKS (04) Classification and definitions of C. D. Works, choice of type. Hydraulic design considerations of Aqueducts and siphon aqueducts, channel transition (Mitra and Chaturvedi Method, Hind’s Method). BOOKS : 1. Design of Irrigation Structures : 2. Irrigation and Water Power Engineering : 3. Irrigation Engineering and Hydraulics Structures : 4. Irrigation Engineering Volume I, II and III : 5. Irrigation Practice and Design Volume I to VII : 6. The Fundamental Principles of Irrigation and Water Power: 7. Irrigation Engineering, Volume I and II : 8. Fundamentals of Irrigation Engineering : 9. I.S.I. Codes

S. K. Sharma B. C. Punmia and Pande B. B. Lal S. R. Sahasrabudhe K. R. Sharma K. B. Khushlani B. B. Priyani Ivan E. Houk Dr. Bharat Singh

COURSE NAME

:

ENVIRONMENTAL ENGINEERING - II (Theory & Practical)

COURSE NO.

:

CIV. 604

LTP

:

402

Note: The examiner shall set 8 questions i. e 4 from each part and students shall be required to attempt a total of 5 questions with atleast 2 questions from each part. Max Marks : 75 Min. Marks: 30 Theory SECTION – A

lectures

INTRODUCTION (04) Terms and Definitions, Dry and Conservancy systems of sanitation; separate and combined systems of sewerage and their suitability and adoption. QUALITY OF SEWAGE, DESIGN AND CONSTRUCTIONS OF SEWERS (05) Estimation of storm and sanitary sewage and fluctuations; hydraulic Equations of separate and combined sewers; various kinds of sections and materials of sewers and their suitability; construction and maintenance of sewers; testing and jointing of sewer lines; rational method for storm sewage estimation design and construction drains. SEWER APPURTENANCES Various types - construction details and use of different types of sewer appurtenances.

(02)

SEWAGE PUMPING

(03)

33

Necessity and pump classification and selection criteria; pumping stations - locations of component parts. QUALITY OF SEWAGE (05) Various types of physical - chemical and biological parameters and their testing and methods (full details of all parameters); sampling and methods, population equivalent and relative stability. SECTION – B SEWAGE DISPOSAL (06) Disposal methods for land disposal-loading criteria advantages / sewage sickness, dilution method, self purification of streams and zones of pollution - streeter-phelps model of oxygen sag curve (analytical treatment). TREATMENT METHODS (08) Preliminary process-screen and girt chambers, skimming tanks-grease and oil traps; Sedimentation-process and design for type-I settling; Secondary biological treatment - filters and bed-ASP and trickling filters and their design criteria and modifications of both. ASP and trickling filters; Sludge digestion - methods and controlling factors and modifications; Vacuum filtration and sludge disposal. OTHER METHODS OF TREATMENT OF DISPOSAL (04) Septic tank & Imnoff tank-details & design criteria; Oxidation Ponds & ditches- details and design criteria; Pitt-Privy, Bored Hole Laterine Aqua Privy. DRAINAGE OF BUILDINGS Layout ; design Principles; one and two pipe systems.

BOOKS : 1. Waste Water Engineering 2. Elements of Public Health Engg. 3. Sewerage and Sewage Treatment 4. Waste Water and Air Pollution Engg. 5. Environmental Engineering 6. Sewage & Sewage Treatment

(03)

: : : : : :

Metcalf and Eddy Inc. K.N. Duggal. H.E. Babbitt & E.R. Baumann S.K. Garg. B.S. Kapoor S.R. Kashirsagar

Practical Determination of temporary and permanent hardness of water. Determination of chlorides concentration in water. Determination of dissolved oxygen in water. Determination of a acidity of water by titration. Determination of alkalinity by titration. Determination of pH value, turbidity and residual chlorine in water. Determination of optimum alum dose for coagulation of water. To find out the dose of chlorine/bleaching powder by break point chlorination. Study of chlorination apparatus. Determination of suspended solids, dissolved solids and total solids in a given sample of water. Determination of B.O.D. Determination of C.O.D.

34

BOOKS : 1. Standard Methods for the examination of water and waste water 2. Chemistry for Environmental Engineering 3. Water and Waste Water Testing Tunnel 4. Environmental Engineering An Overview 5. Water & Waste Water Analysis

: : : : :

APHA : AWWA and WPCF C. N. Sawyer and P. L. Mccarty R. K. Mathur Baljeet S. Kapoor A.K. Duggal & S.K. Sharma

COURSE NAME

:

TRANSPORTATION ENGG.-II(Th.)

COURSE NO.

:

CIV. 605

LTP

:

400

Note: The examiner shall set 8 questions i. e 4 from each part and students shall be required to attempt a total of 5 questions with atleast 2 questions from each part. Max Marks : 75 Min. Marks: 30 SECTION- A

lectures

RAILWAY ENGG. INTRODUCTION & PERMANENT WAY COMPONENTS (04) Different types of gauges in India & abroad, loading and construction gauges. Requirements of ideal permanent way, detailed study of different components of permanent way, rails, Sleepers, Ballast, Formation, Rail Joints, Track- fillings. POINTS AND CROSSING (05) Simple type currently in use layout plans of simple cross overs, turnouts, diamond crossing, design of crossings and switches, geometric design of a simple turnout. STATIONS & YARDS & PERMANENTS WAY CONSTRUCTION & MAINTENANCE (06) Site selection of stations & yards, different types of stations and their layout, junctions and terminals with relative positions of passengers and goods platforms. Marshalling Yards. Level crossing , laying of track, maintenance of tracks, rail creep, rail and sleeper renewals. Common defects found in rail track. SIGNALLING & INTERLOCKING (06) Objects of signalling, different types of signals and their location in station yards. InterlockingRequirements of good interlocking system, mechanical devices used in interlocking, switch fittings & connecting devices, mechanical detector systems. SECTION-B AIRPORTS (04) INTRODUCTION History of air transportation, preliminary requirements to airport planning, Airport classification, Effect of aircraft characteristics and airport size. Airport Regional Planning. AIRPORT TERMINOLOGY SITE SELECTION & SOIL INVESTIGATION (04) Approach surface, Approach area, Beanfort scale conical surface fuselage load classification number. Site requirements, flexibility accessibility, size obstruction. Desirable properties of subgrade soil classification of soil. AIRPORT PLANNING

(05)

35

Types of runway patterns, Runway layout conditions, Windrose, specifications for runway clearances apron area, taxiways, Airport capacity terminal area, hangers, long range planning, estimation of future air traffic, Airport lighting and makings, Airtraffic control aids. AIRPORT PAVEMENT DESIGN, GRADING AND DRAINAGE (06) Airport grading general considerations. Drainage - Purpose & data required, drainage structures & materials, Factors affecting pavement design, CBR method of flexible pavement design, rigid pavement design westerguands analysis, joints in concrete pavements. BOOKS : 1. Railway 2. Railway Engg. 3. Airport Planning and Design 4. Airport Engg.

: Antia : Rangwala : Horonjett : Khanna and Arora

COURSE NAME

:

STRUCTURAL DRAWING - II Through Auto CAD (Practical)

COURSE NO.

:

CIV. 652

LTP

:

003

Lecture wise Breakup DETAILED WORKING DRAWINGS FOR : (i) Industrial Building (ii) Railway Bridge (iii) Steel Tank (iv) Transmission Tower

COURSE NAME

:

IRRIGATION DRAWING - II (Practical)

COURSE NO.

:

CIV. 653

LTP

:

003

Lecture wise Breakup DESIGN AND DRAWING OF THE FOLLOWING : Unlined Canals Lined Canals Guide Bank Weir or Barrage Head or cross regulator Any one fall A.P.M. Outlet Syphon Aqueduct. COURSE NAME

:

SURVEY CAMP

COURSE NO.

:

CIV. 655

LTP

:

0-0-0 (3 weeks Camp after 5th Semester in hilly terrains)

Lecture wise Breakup The Survey Camp will be approximately of 21 days duration. The students will be required to make TOPOGRAPHIC MAP of an undulating hilly terrain (area measuring about 0.8 km x 0.8 km. The work will be as under :

36

Reconnaissance Survey. Fixing Signals. Measurement of Horizontal & Vertical Angles by theodolites reading from 20” to 1”. Measurement of Baseline by any of the available methods. Figures Adjustment by method of correlates (calculations by calculators). Determining Reduced levels of stations by Reciprocal Trigonometrical Levelling. Picking up details by the use of following : Plane Tabling. Tacheometers ( Stadia –hair method) Techometric Plane Tabling. Autoreduction Tacheometers. Tangent Clinometers. Abney Level. Hand Level. Contour interpolation. Colouring the sheet. BOOKS : 1. Suveying and Levelling Vol.II 2. Surveying and Field Work Vol.II

: :

T. P. Kanetkar B.C. Punnia

SEVENTH SEMESTER COURSE NAME

:

HYDROLOGY AND DAMS (Theory)

COURSE NO.

:

CIV. 701

:

300

LTP

Note: The examiner shall set 8 questions i. e 4 from each part and students shall be required to attempt a total of 5 questions with atleast 2 questions from each part. Max Marks : 100 Min. Marks: 40 SECTION- A

lectures

PRECIPITATION (06) Importance of hydrological data in water resources planning. The hydrologic cycle, Mechanics of precipitation, types and causes, measurement by rain gauges, gauge net works. Hyetograph, averaging depth of precipitation over the basin, mass-rainfall curves, intensity duration frequency curves, depth areaduration curves. INTERCEPTION, EVAPO-TRANSPIRATION AND INFILTRATION (05) Factors affecting interception, Evaporation from free water surfaces and from land surfaces. Transpiration, Evapo-transpiration. Factors Affecting infiltration rate, infiltration capacity and its determination.

37

RUNOFF (06) Factors affecting runoff, runoff hydrography, unit hydrograph theory, S-curve hydrograph, Synder’s Synthetic unit hydrograph, Principles of flood routing through a reservoir by I.S.D. method (description only). PEAK FLOWS (05) Estimation of Peak flow-rational formula, use of unit hydrograph, frequency analysis, Gumble’s method, design flood and its hydrograph. SECTION- B INTRODUCTION TO DAMS Choice of type of dam, site selection, investigation, foundation treatment.

(03)

GRAVITY DAMS (06) Non-over flow and over flow section, forces acting, stability factors, stresses on the faces of dam. Design of profile by the method of zoning. Elementary profile of a dam, Creagers profiles neglecting velocity of approach , profile taking velocity of approach into account, upstream lip and approach ramp. Discharge characteristics of spillways. General principles of design of spillways - Ogee, Chute, side channel and siphon. EARTHEN DAMS (03) Components of earthen Dams and their functions; Phreatic line determination by analytical and graphical methods. Seepage determination and control. ARCH AND BUTTRESS DAMS (04) Classification of arch dams constant, radius, constant angle and variable radius types, cylinder theory, Expression relating central angle and cross-sectional area of arch. Types of buttress dams, Advantages of buttress dams. BOOKS: 1. Design of Small Dams

:

2.

Design of Dams, Volume I, II and III Design of Gravity Dams Earth Dams Hydrology Engineering Hydrology

:

Applied Hydrology Publishing Co. New Delhi.

:

3. 4. 5. 6. 7.

: : : :

USBR Publication Oxford and IBH Publishing Company Creager Juset in Hinds Varshney Bharat Singh, Nem Chand and Bros., Roorkee A. J. Randkivi, Pergamon Press Oxford K. Subramanya, Tata Mc Graw Hill and Publishing Company, New Delhi Linsley, Kohler, Paul H., Tata Mc Grawhill,

COURSE NAME

:

STRUCTURAL MECHANICS - III (Theory)

COURSE NO.

:

CIV. 702

LTP

:

300

Note: The examiner shall set 8 questions i. e 4 from each part and students shall be required to attempt a total of 5 questions with atleast 2 questions from each part. Max Marks : 100 Min. Marks: 40

38

SECTION- A

lectures

ANALYSIS OF FRAMES (05) Various structural systems for High Rise Buildings and various load combinations for the same. Various methods of analysis for High Rise Buildings, Shear Wall Analysis for framed buildings. STIFFENED SUSPENSION BRIDGE (06) (i) Three hinged stiffened girders, BM influence lines and their use, max BM diagrams for (a) single wheel load (b) udl longer than span; max BM for a single wheel load and udl longer than span. S.F. influence lines and their use. Max S. F. diagram for (a) single wheel load (b) udl longer than span max tension in the cable due to DL and LL. (ii) Two hinged stiffening girders, BM and SF influence lines for reactions. ANALYSIS OF BALANCED CANTILEVER BRIDGE (FRAMED) S.F. and B.M. at any section of a solid type of bridge, Framed cantilever bridge.

(05)

MATRIX METHODS (12) Introduction, Transformation of matrices from one set of coordinate system to another, introduction to stiffness and flexibility method, application of stiffness method to simple trusses, continuous beams and single storey, single bay frames. FINITE ELEMENT METHOD (08) Basic principles, Structure stiffness matrices and load vector, Triangular element in plane stress plane strain.

and

STRUCTURAL DYNAMICS (06) Different seismic zones, seismic coefficient, method for calculation of forces for seismic analysis of buildings.

BOOKS : 1. 2. 3. 4. 5.

5. 6.

Finite Element Analysis in Engg. Design :S. Rajasekarn, A.H. Wheeler and Company Limited, Allahabad,1993. Analysis of Framed Structures :Gere and Weaver, No Strand Publishing House, New York, 1995. Finite Element Method :Abel and Desai. Indeterminate Structures :A. K. Jain. Structural Analysis R.C. Hibbler, Low Price Addition, Pearson Education Introduction to Finite Elemnet in Engineering:Chandrupatla. Pearson Education Dynamics of Structures Chopra, Pearson Education

COURSE NAME

:

REMOTE SENSING AND SURVEYING - III (Theory)

COURSE NO.

:

CIV. 703

LTP

:

300

Note: The examiner shall set 8 questions i. e 4 from each part and students shall be required to attempt a total of 5 questions with atleast 2 questions from each part. Max Marks : 100 Min. Marks: 40 SECTION- A

39

lectures

HYDROGRAPHIC SURVEYING (04) Horizontal and vertical control, mean sea level, establishing datum soundings, equipment for soundings, methods of soundings, reducing and plotting soundings, three point problem, station pointer, description of tide gauges. GROUND PHOTOGRAMMETRY (04) Basic principles, horizontal and vertical angles from ground photographs, horizontal position and elevation of a point from ground photographs, determination of focal length. Simple description of a photothedolite. AERIAL PHOTOGRAMMETRY (05) Aerial Camera, Geometry of the aerial photograph, definitions, scale of a vertical aerial photograph. Calculation of height, height distortion on a vertical photograph, flight planning, crab & drift, radial line and slotted templet methods. STEREOSCOPY (04) Definitions, Principle of stereoscopy, Parallax equations, Parallax bar, lens stereoscope, mirror stereoscope, Principles of stereo plotting instruments. SOURCES OF ENERGY Active and passive radiations : Thermal Emission : Plank’s formula, Stephan’s Boltzsman law of emissivity. SECTION- B ENERGY INTERACTION IN THE ATMOSPHERE Scattering, Reflection, Absorption, Transmission and Atmosphere windows.

(03)

(03)

ENERGY INTERACTION WITH EARTH FEATURES (04) Spectral reflectance, Radiation, Multispectral Concept, an ideal Remote Sensing Systems. SCANNERS AND PLATFORMS (04) Orbital Characteristics, working principles, storages and analysis of IRS data, Satellite system, Different sensors, data products and their uses. DATA ANALYSIS (04) Image interpretation keys and aids, basic instruments. Visual Analysis of Remote Sensing data to various Civil Engg. applications. PRINCIPLES OF ASTRONOMY (03) Basic definitions, coordinate systems, Terrestrial latitudes and longitudes, spherical triangle, Napiers rules, astronomical triangle, culmination of starts. TIME Systems of measuring time, Inter conversion of mean time and standard time, equation of time. BOOKS : 1. Surveying Volume II 2. Surveying Volume III 3. Remote Sensing image interpretation

: : :

4.

:

Surveying and Levelling Volume II

(02)

Dr. K. R. Arora. Dr. B. C. Punmia. T. M. Lillesend and K. M. Kiefer (John Willing and Sons, New York) T. P. Kanektar

COURSE NAME

:

GEOTECHNICAL ENGINEERING-II (Theory)

COURSE NO.

:

CIV. 704

40

LTP

:

300

Note: The examiner shall set 8 questions i. e 4 from each part and students shall be required to attempt a total of 5 questions with atleast 2 questions from each part. Max Marks : 100 Min. Marks: 40 SECTION- A

lectures

STABILITY OF SLOPES (04) Causes of failure of slopes. Stability analysis of Infinite slopes in sand and clay. Types of failure of finite slopes, Swedish method of slope stability (Ф= 0 and c=Ф soil) without pore pressure. Analysis for True factor of safety of a finite slope in c-Ф soil (without pore pressure effect) by friction Circle method. FELENIUS construction for the location of the centre for the critical slip circle passing through toe. Taylor’s stability number and its use. SHALLOW FOUNDATION - I (04) Types of shallow foundations; Depth and factors affecting it, Definition of ult. b.c., safe b.c. and allowable b.c; Rankine’s Analysis, Terzaghi’s Analysis. Types of failures, Factors affecting b.c. Skempton’s equation, ISI recommendations for shape, depth and inclination factors. Neat sketch, object, procedure etc. for plate load test and standard penetration tests. SHALLOW FOUNDATION – II (05) Boussinesq’s equation for a point load; Pressure distribution diagrams; stress distribution in case of uniformly loaded circular and rectangular area, New mark’s chart and its construction. Two-to-one method of load distribution. Comparison of Boussinesq and Westerguard analysis for a point load. Limitations of elastic formulae; contact pressure distribution, causes of settlement of structures. Computation of immediate and consolidation settlement. Computation of settlement by plate load test and static cone penetration test data. Types of Rafts. Uses of Raft Foundations. EARTH PRESSURE (06) Terms and symbols used for a retaining wall. Movement of wall and the lateral earth pressure, Earth pressure at rest. Rankine’s states of plastic equilibrium and derivations of expressions for KA and KP for Horizontal backfills. Following cases of Rankine’s theory both for active and passive earth pressure (Hoz. Backfills only): (i) Cohesion-less backfills with surcharge and submergence. (ii) Cohesive backfill. Rankine’s Earth pressure theory for a cohesion less back fill with sloping surface (with proof). Concept of active and passive earth pressure on the basis of stability of a sliding wedge. Coulomb’s method (cohesionless backfill) merits and demerits of Rankine and Coulomb theories. Rankine’s and Culmann’s Constructions (without surcharge effect). SECTION - B SOIL EXPLORATION

(04)

Object or purpose of soil exploration for new and existing structures. Depth of exploration for different structures. Methods of subsurface exploration with relative merits and demerits. Types of soil samples.

41

Design features of samples affecting sample disturbance. Essential features and application of the following types of sampler : (i) Open Drive Samplers (ii) Stationary Piston Sampler (iii) Rotary Sampler Geophysical exploration by seismic and resistivity methods. PILE FOUNDATIONS - I (04) Use of piles, classification of piles, Advantages and disadvantages of different types based on composition. Mechanics of operations of principal types of pile driving hammers with merits and demerits. Effect of pile driving on adjacent ground. Use of Engineering News formula and Hiley formula for determining allowable load. Limitations of pile driving formulae. Pile load tests; object, pre-requisites, test arrangement, procedure and assessment of safe load. Separation of skin friction and point resistance. Related numerical problems. PILE FOUNDATION-II (05) Static formula for (a) point resistance and (b) frictional resistance of a single pile. Piles in clay-safe load on a friction and point bearing pile. Piles in sand-spacing of piles in a group and factors governing capacity of a pile group by Terzaghi - Peck approach, Kerisal reduction formula and converse – Labare formulae. Bearing capacity of a pile group in clay by block failure and individual action approach. Approximate methods for determination of stress on lower strata in pile groups. Computation of settlement of friction pile group in clay by use of the equation as under : S

= H. Cc 1+e log 10

σo + Λσ σo

Related numerical problems. Settlement of pile groups in sand (qualitative discussion). CAISSONS AND WELLS (05) Major areas of use of caissons. Uses, advantages and disadvantages of Open Box and Pneumatic caissons. Essential parts of a pneumatic caisson. Components of a well foundation. Estimation of allowable bearing pressure. Condition for stability of a well. Terzaghi analysis for lateral stability for a light well embedded in sand. Modification of the analysis for a heavy well. Well sinking Tilts and shifts, causes and remedial measures. GEOTEXTILES &GEOSYNTHETICS-Introduction BOOKS : 1. Principles of Foundation Engg. 2. Soil Mech. (SI Version) 3. Soil Mech. and Foundation Engg. 4. Soil Mech. and Foundation Engg. 5. Soil Engg. in theory and practice (Vol.-I) 6. Soil Mech. and Foundation Engg.

: : : : : :

(03) Braja M. Das T. M. Lambe and R. V. Whitman V. N. S. Murthy B. C. Punmia Alam Singh K. R. Arora.

COURSE NAME

:

SOLID WASTE MANAGEMENT & DISPOSAL

COURSE NO.

:

CIV. 705

LTP

:

3 0 0 (Elective Subject)

Note: The examiner shall set 8 questions i. e 4 from each part and students shall be required to attempt a total of 5 questions with atleast 2 questions from each part. Max Marks : 100

42

Min. Marks: 40 SECTION- A

lectures

(06) Introduction : Types and sources of solid wastes, Municipal, solid waste, Industrial solid wastes and Hazardous wastes, Present scenarios of municipal and industrial waste management in India. (06) Properties of Solid Wastes : Physical and chemical composition of municipal solid wastes, waste generation rates, factors effecting waste generation rates. (07) Management of Solid Wastes in India : Prevalent SWM practices and deficiencies : Storage of waste at source, segregation of wastes, Primary collection of waste, transportation of waste, disposal of wastes, institutional deficiencies. (06) Engineered Systems of Solid Waste Management : Design specifications of primary waste collection tools, waste storage bins, transportation vehicles, route selection and provision of transfer stations. SECTION- B (10) Disposal of Wastes : Site selection, rapid EIA of proposed sites, disposal technologies such as : Composting : Aerobic composting, Anaerobic composting, mechanical composting, vermin composting; advantages and limitations of composting technologies, Economics of composting. Anaerobic digestion : Traditional digestors such as KVIC model, Deenbandhu model, emerging technologies for waste stabilisation. Incineration: Fuel Pellets, Refuse derived fuels, mechanical incinerators; advantages and limitations of incineration. Sanitary landfilling : Method of preparing sanitary landfill site, land filling techniques, operation and maintenance of landfill sites including leachate collection and treatment, recovery of methane from landfill sites for power generation. (05) Hazardous Waste Management : The Hazards, Definition & classification of Hazardous Waste Hazardous Waste Management, Treatment Technologies, Land disposal, Biomedical Waste & its Management. Text / References : 1. Solid Wastes Energy Principles & Management by Techno banoglus, Theisen & Elvasebm, McGraw Hills. 2. Standard handbook of Hazardous Waste Treatment & Disposal, by Freeman H.M., McGraw Hills. 3. Papers published in various Journals & Magazines.

COURSE NAME

:

ARCHITECTURE AND TOWN PLANNING (Theory)

COURSE NO.

:

CIV. 706

LTP

:

3 0 0 (Elective Subject)

Note: The examiner shall set 8 questions i. e 4 from each part and students shall be required to attempt a total of 5 questions with atleast 2 questions from each part. Max Marks : 100 Min. Marks: 40 SECTION- A ELEMENTS OF DESIGN Line Direction, shape, size, texture, value and colour, balance, scale and proportion.

43

lectures (04)

PRINCIPLES OF DESIGN (05) Repetition, gradation, harmony, contrast and unity, creation of 2 dimensional and 3 dimensional compositions. THE INDUSTRIAL REVOLUTION (05) The age of revivals, the emergance of engineer, new materials and techniques and the evolution of balloon frame and steel frame. ORIGIN OF MODE ARCHITECTURE Definition and concept of modem architecture.

(03)

SECTION- B TOWN PLANNING (07) Definition and meaning, Age of planning, Scope and motives of planning, Brief history of town planning its origin and growth, Historical development of town planning in ancient valley civilizations - Indus Nile Tigris and Eupharates, Greek Roman, Medieval and Renaissance town planning. NEW CONCEPTS (05) Garden city movement, linear city and concentric city concepts, Neighbourhood and Radbum, La-cite industrille, Radient and Radio city to present day planning. PLANNING PRINCIPLES (05) Types of town and their functions, types of town planning (a) Gird Iron (b) Radial (c) Spiderwebs Irregular and (e) Mixed - their advantages and disadvantages. PLANNING PRACTICE AND TECHNIQUES (05) Zoning - its definition, procedure and districts, height and bulk zoning, F.A.R., Master Plan - meaning, preparation and realization. The scope of city planning - city rehabilitation and slum clearance. BOOKS : 1. Time, Space and Architecture 2. Art of Colour and Design 3. Principles of Architectural Design 4. Urban Pattern 5. Town Country Planning

: : : : :

S. Griedien Maitland Graves Robert Howards A. B. Gallion Patric Abercrombic

COURSE NAME

:

MAINTENANCE OF BUILDINGS (Theory)

COURSE NO.

:

CIV. 707

LTP

:

4 0 0 (Elective Subject)

Note: The examiner shall set 8 questions i. e 4 from each part and students shall be required to attempt a total of 5 questions with atleast 2 questions from each part. Max Marks : 100 Min. Marks: 40 SECTION- A

lectures

44

PRINCIPLES OF MAINTENANCE (04) Importance of maintenance, deterioration and durability, factors affecting decision to carryout maintenance, maintenance and GNP, agencies causing deterioration, effect of deterioration agencies on materials. DESIGN AND ECONOMIC CONSIDERATION IN MAINTENANCE (05) Factors to reduce maintenance at design stage, consideration lf maintenance aspects in preparing tender document and specifications, sources of error in design which enhances maintenance and its importance at design stage. Economic consideration in maintenance: physical life, functional life, economic life of different types of buildings, discounting technique for assessment of economic life. MAINTENANCE MANAGEMENT (05) Definition, organization structure, work force for maintenance, communication needs, building inspections, maintenance budget and estimates, property inspections and reports, specification for maintenance jobs, health and safety in maintenance, quality in maintenance, maintenance manual and their importance. MATERIALS FOR MAINTENANCE (04) Compatibility of repair materials, durability and maintenance, types of materials, their specification and application, criteria for selection of material, use of commercial available materials in maintenance. SECTION- B INVESTIGATION AND DIAGNOSIS FOR REPAIR OF STRUCTURES (05) Basic approach to investigations, physical inspection, material tests, non-destructive testing for diagnosis, estimation of actual loads and environmental effects, study of design and construction practices used in original construction, retrospective analysis, confirmation and repair steps. MAINTENANCE PROBLEMS AND ROOT CAUSES (03) Classification of defects, need for diagnosis, type of defects in building elements and building materials defect location, symptoms and causes. REMEDIAL MEASURES FOR BUILDING DEFECTS (04) Preventive maintenance and special precautions – considerations, preventive maintenance for floors, joints, wet areas, water supply and sanitary systems, termite control, common repair techniques, common methods of crack repair. - Repair of existing damp proofing systems in roofs, floors and wet areas. - Protection, repair and maintenance of RCC elements. - Repair of finishes. - Repair of building joints. - Repair of water supply and sanitary systems, under ground and over head tanks. - Common strengthening techniques. MAINTENANCE OF MULTISTOREY BUILDINGS (03) Specials features for maintenance of multi-storeyed buildings, including fire protection system, elevators, booster pumps, generator sets. MAINTENANCE OF SERVICES (04) Leakage detection techniques in pipes, cleaning of pipes, replacement of pipes, clogging of sewer pipes, cleaning and their repairs, special precaution required in sewer pipe maintenance, maintenance of septic tanks, maintenance of AC and electrical system in buildings. BOOKS :  Concrete Repairs & Maintenance by Peter H. Emmons & Gajanan M. Subnis.

45

      

Concrete Repair : Vol. I, II & II published by the Aberdeen Group. Repair and Rehabilitation of Concrete Structures, ACI Compilation 10. Gahlot & Sharma, CBS, Publications A.C. Panchdari, Maintenance of Buildings New Age International (P) Limited Publishers G. Szechy, D.Sc: Foundation Failures, Concrete Publications Limited 14 Dartmouth Street, London. H.J Eidridge, Common Defects in Buildings, Her Majesty’s Stationery Office, London W.H. Ransom; Building Failures: Diagnosis and Avoidance, New Age Publications (P) Limited

COURSE NAME

:

TRAFFIC ENGINEERING (Theory)

COURSE NO.

:

CIV. 708

LTP

:

3 0 0 (Elective Subject)

Note: The examiner shall set 8 questions i. e 4 from each part and students shall be required to attempt a total of 5 questions with atleast 2 questions from each part. Max Marks : 100 Min. Marks: 40 SECTION- A

lectures

TRAFFIC CHARACTERISTICS (05) General Human Limitations, Physical Characteristics, Vision and hearing, mental and emotional factors, Factors affecting reaction time. "PIEV" Theory functions and Administration in Traffic Engineering. Vehicular characteristics including size and weight limitations. IRC specifications on vehicular dimensions and weights. HIGHWAY PLANNING AND TRAFFIC STUDIES (06) Highway Planning Process - Methods of Planning in Urban Areas, Star, Gird and ring systems, Urban Road Classification, Basic Urban Road Patterns, Bye-Passes. Road Inventories, Traffic Volume Studies, Spot Speed Studies, Origin-Destination studies, Methodology of Analysis of O.D. data, Traffic capacity, parking studies and characteristics, accident studies and characteristics, causes and preventive measures, saturation system of highway planning. STATISTICAL METHODS FOR TRAFFIC ENGINEERING (04) Role of Statistics in Research, Collection and presentation of Statistical data, mean, Standard Deviation and Variance, poisson and Bionomial Distribution, Normal Distribution, Sampling Theory and significance testing linear, regression and correlation. TRAFFIC ENGINEERING DESIGN (03) Principles of road junction design, layout of Bus Terminals, parking lots, land use, land use transport interactions, socio-economic characteristics of land use. SECTION- B TRAFFIC MANAGEMENT-I (05) Traffic Control Devices : Traffic signs (Importance of traffic signs, need for international standardization, types of traffic signs) Road Markings (Classification and material). Traffic signals (Advantages and disadvantages of Traffic signals, settings for an intersection with fixed time signals). TRAFFIC MANAGEMENT-II (05) Traffic Regulations : Basic Principles of Regulation, Regulation of speed, Regulation of vehicles, regulation concerning the driver, regulation concerning mixed traffic, General role concerning traffic, Parking regulations, Enforcement of Regulations.

46

TRAFFIC MANAGEMENT – III (04) Restrictions of turning movements, one way streets, tidal flow operation, closing side streets, exclusive bus stands. TRAFFIC ENGINEERING ADMINISTRATION AND FUNCTIONS (04) Functions of traffic Engineering, Organisation of traffic Engineering Department. Importance of Traffic Engineering. Under Indian conditions. Computer application in Traffic Engineering. BOOKS : 1. Traffic Engineering Principles & Practices 2. Urban Transportation Planning

: :

G. V. Rao Alan Black

COURSE NAME

:

TRANSPORTATION ENGINEERING-I (PROJECT-1)

COURSE NO.

:

CIV. 751

LTP

:

0-0-4

Students will work on any problem related to Transportation Engineering. COURSE NAME

:

ENVIRONMENTAL ENGINEERING - I (PROJECT-II) (Practical)

COURSE NO.

:

CIV. 752

LTP

:

0-0-4

Students will work on any problem related to Environmental Engineering. COURSE NAME

:

STANDARD CIVIL ENGINEERING SOFTWARE PACKAGES (Practical)

COURSE NO.

:

CIV. 760

LTP

:

0-0-2

STAAD PRO-2001 INTRODUCTION STAAD - Analysis and Design Post-Processing

STAAD-PRE - Graphical Input Generation, STAAD-POST Graphical

UNIT SYSTEMS Structure geometry and Coordinate Systems, Member Properties, Prismatic Properties, Assign Commands, Member/Element Release, Truss/Tension - Only Members, Member Offsets, Material Constants. Supports, Loads (Joint Loads, Member Loads, Area Loads) Load Generator and Analysis Facilities including Footing Design, Indian Steel Design as per IS 456 (1978). COMMANDS AND INPUT INSTRUCTIONS - Command formats ; Various System Specifications, Definition of Load Systems ; Loading Specifications ; Special Commands, Graphical Environment PreProcessing and Post-processing - Screen Organization ; STAAD-PRE Facilities ; STAAD-POST Facilities, Edit, View, Print and Plot Options for the Results.

47

AUTO CIVIL AUTO SURVEY Input conventions and descriptions ; Autosurvey conventions, Auto Highway Commands; Points, Align, Geom, Spiral ; Auto survey commands ; Points, Lines, Loc-Pt, Loc-LnDisp, Annot, Misc. AUTO CONTOUR Theory and concepts ; Auto Contour Conventions, Auto contour commands, Points, Triangles, Break - Ln, Contour, Mesh, Misc, Tools. AUTO ROADS Input Conventions and definition ; Auto roads conventions ; Auto road commands; input, calculate, plots, reports, misc, tools. AUTO WATER Theory and concepts, auto water conventions, auto water commands misc., tools.

nodes, pipes, changes, display,

AUTO SEWER Theory and concepts, auto sewer conventions, auto sewer commands, Layout, mod man holes, connect commands, misc. tools. COURSE NAME

:

SEMINAR

COURSE NO.

:

CIV. 761

COURSE CONTENTS:

Students will take up two Seminars: 1. Seminar on Training at he End of 6th Semester 2.

Seminar on Topics related to latest trends in Civil Engineering

EIGHTH SEMESTER COURSE NAME

:

STRUCTURAL DESIGN - III (Theory)

COURSE NO. LTP

: :

CIV. 801 300

Note: The examiner shall set 8 questions i. e 4 from each part and students shall be required to attempt a total of 5 questions with atleast 2 questions from each part.

48

Max Marks : 100 Min. Marks: 40 SECTION- A lectures LIMIT DESIGN (STEEL STRUCTURES) (12) Concept of plastic design, Margin of safety, assumption in flexure of beams, shape factor, plastic hinge, redistribution of moments and mechanisms, upper and lower bound theorems, Analysis of continuous beams and single storey, single bay frames. LIMIT STATE CONCEPT (RCC STRUCTURES) (12) Introduction, Characteristic strength of materials, characteristic loads, partial factor of safety, flexure, shear, torsion, compression and serviceability conditions. SECTION- B DESIGN OF SLAB BRIDGE Design of Culvert Bridge for IRC loading DESIGN OF FLAT SLABS USING Direct design method, the equivalent frame method.

(07) (05)

BOOKS : 1. “Reinforced Concrete” by H. J. Shah, Gharotar Publishing House, Anand, 1998. 2. “Reinforced Concrete Structures” by Syal I. C. and Goel A. K., A. H. Wheeler Publication, Allahabad, 1998. 3. “Steel Structures” by Arya and Ajmani, Nek Chand and Sons, Roorkee, 1998.

COURSE NAME

:

TRANSPORTATION ENGINEERING - III (Theory)

COURSE NO.

:

CIV. 802

LTP

:

300

Note: The examiner shall set 8 questions i. e 4 from each part and students shall be required to attempt a total of 5 questions with atleast 2 questions from each part. Max Marks : 100 Min. Marks: 40 SECTION- A

lectures

BRIDGES INTRODUCTION REQUIREMENTS OF AN IDEAL BRIDGE (03) Characteristics of an ideal bridge site procedure for site investigation, exploration and sampling, logical procedure for bridge design and construction.

STANDARDS OF LOADING FOR DESIGN (04) IRC standard loadings for road bridges including dead load, live load, impact, wind load, centrifugal forces, longitudinal forces due to water current, buoyancy, secondary stresses, erection stresses, seismic forces. Indian Railway Standards of loading - loading for Rail-cum-Road bridge. BRIDGE SUPERSTRUCTURE AND SUBSTRUCTURE (06) Factors governing choice of type of superstructure - Descriptive treatment of various types of temporary and permanent bridges with sketches. Bridge bearings. Floors and wearing surfaces.

49

Abutments, piers, wing walls and returnwalls - descriptive treatment with sketches. Principles of design of piers and abutments. Methods of erection of bridges. Bridge approaches, strengthening and widening of existing bridges, load tests on bridges. Bridge architecture. SECTION- B TUNNEL ENGINEERING (04) WARRANTS OF PROVISION OF TUNNEL Sections of tunnel used on railways, roads, for carrying water and sewage, tunnel alignment, grade, shafts for tunnel. METHODS OF TUNNELLING (04) Modern Methods of tunnelling in different types of soil and rock. Timbering and strutting explosives used, use of compressed air and shield hole patterns. TUNNEL LINING (02) Materials used in temporary and permanent lining, concrete lining including steel forms and placing of concrete. DRAINAGE AND VENTILATIONS (03) Objects of drainage and ventilation of tunnels during and after construction, methods of ventilations. Natural and mechanical, use of blowers. HARBOUR AND DOCK ENGINEERING HARBOURS (03) Simple descriptive treatment dealing with natural and artificial harbours. Their classification and requirements, action of winds, water, tides and littoral drift on harbour structures. BREAK WATER (04) Definitions and functions, forces acting on break water, Classification and methods of construction of break waters e. g. rubble mound timber masonry, RCC and composite break water. Depositing concrete under water. DOCKS (04) Definition, location and layout of docks, classification of docks, repair of docks, graving or dry docks, floating docks, marine railways, lift docks. SIGNALS AND LIGHT HOUSES (02) Signals, their characteristics and classifications, light signals, beacons and light ships. Requirements and functions of light houses. BOOKS : 1. Docks harbour and Tunnel Engineering by Rangwala. 2. Docks harbour and Tunnel Engineering by Sri Nivasan. COURSE NAME

:

CONSTRUCTION PLANNING & MANAGEMENT (THEORY)

COURSE NO.

:

CIV. 803

LTP

:

300

Note: The examiner shall set 8 questions i. e 4 from each part and students shall be required to attempt a total of 5 questions with atleast 2 questions from each part. Max Marks : 100

50

Min. Marks: 40 SECTION- A

lectures

WORKS MANAGEMENT INTRODUCTION (04) Need for project planning and management Engineer’s role in Construction economy, Value engineering, Time value of money. Construction schedule activity and events Bar Chart, Milestone Chart, Uses and Drawbacks - evolution of networks PERT PROGRAMME (EVOLUTION AND REVIEW TECHNIQUE) (04) Brief History of Evolution of PERT Salient features, construction of PERT network, multiple time estimates and network analysis, earlier events time, latest even time, forward pass and backward pass, event slack, concept of critical path and its identification, data reduction, Application of statistics to probability of achieving a target data, suitability of PERT for research projects. CPM (CRITICAL PATH METHOD) (04) Definitions, network construction. Fundamental rules, assignment of duration of activities, determination of project schedule, activity time estimates earliest start and earliest finish, latest start and latest finish timefloat types-free float, independent float, Interfering float -0 their significance in project control, identification of critical path. THREE PHASE APPLICATION OF CPM (03) Three phases - Planning, scheduling and controlling, updating an arrow diagram, time grid diagram. PROJECT COST ANALYSIS (04) Types of project costs direct and indirect cost-time relationships, cost slopes straight-line and segmented approximations, optimum cost and optimum duration, conducting a crash programme, determining the minimum total cost of a project, advantages and limitations of PCM. SECTION- B CONSTRUCTION ENGINEERING PREPARATION OF CONSTRUCTION SCHEDULE FOR A CONSTRUCTION PROJECT (03) Project description; activities; activity relationship and duration, scheduling, resources; delivering materials; scheduling labour and equipment Job-layout; Project control during construction; Project supervision; Construction cost control. FACTORS AFFECTING SELECTION OF CONSTRUCTION EQUIPMENT (03) Types of equipment; cost of owing and operating equipment depreciation cost; obsolescence cost; investment cost; operating cost; economic lift of equipment; maintenance and repair cost. EARTH MOVING MACHINERY (04) Tractor and related equipment; bulldozers; angledozes; rippers; scrappers; power shovels; dragline; slack line; clamshells hoes; trenching machines.

CONSTRUCTION EQUIPMENTS (04) Cement concrete plants for grading, batching, mixing, types of mixers, handling and transporting concrete, concrete pumps, placing concrete, compacting concrete, bituminous mix plants, pavers and finishers. HOISTING AND TRANSPORTING EQUIPMENT (03) Hoists winches, cranes, belt conveyors, ropeways trucks and wagons, balancing the capacity of hauling units with the size of excavator.

51

BOOKS : 1. PERT AND CPM (Principles and Applications) 2nd Edition 2. Management Guide to PERT/CPM 3. Construction Planning, Equipment and Methods (4th Edition) 4. Construction Equipment, Planning and Application 5. Moving the Earth (2nd Edition) 6. Hand Book of Heavy Construction (2nd Edition) 7. Project Planning and Control with PERT/CPM 8. CPM/PERT Network Techniques COURSE NAME

:

ENVIRONMENT MANAGEMENT

COURSE NO.

:

CIV. 804

LTP

:

300

: : : : : : : :

L.S. Srinath Wiest and Levy R. L. Peurifey. Mahesh Verma L. Nicholas, Jr. W. Stubbs Dr. Dr. B.C. Punmia Modar W.

Note: The examiner shall set 8 questions i. e 4 from each part and students shall be required to attempt a total of 5 questions with atleast 2 questions from each part. Max Marks : 100 Min. Marks: 40 SECTION- A lectures ENVIRONMENT & ECOLOGY (03) Definition and understanding of concepts, ecosystem, energy flow in ecosystem, water, carbon and nitrogen cycle, community’s inter-relationships in an ecosystem. TYPES OF POLLUTANTS AND PROTECTION OF ENVIRONMENT (08) Environmental protection Importance of clean environment, control of environment pollution with reference to air, land and water, conservation of natural living resources, environment and awareness. Water Pollution: Sources, causes and measurement of water pollutants in surface water and underground water, water quality criteria for various uses of fresh water, river basin studies for surface water pollution control, biochemical oxygen demand, effect of oxygen demanding wastes on rivers. Domestic and Industrial Wastes: Sources, Standards for disposal of waste water and industrial effluents, basic unit operations in control of waste water pollution, design features for treatment for disposal of sewage effluents; guidelines of C.P.C.B. for abatement of Industrial Pollution. Technologies for control of water pollution from industries. Air and Noise Pollution: Definition, principle materials causing pollution, types of air contaminants, their sources and ill effects on living and nonliving materials, permissible limits, air pollution control- basic principles, natural self cleansing, pollution control methods and various engineering devices to control particulate and gaseous pollutants, controlling air pollution from automobiles.

Noise Pollution: Definition, sources of noise and its units, adverse effects of noise pollution, sound pressure level and its measurement, octave band and its importance ;noise pollution control measures. DEGRADATION LF LAND RESOURCES (05) Deforestation : forest land, its benefits deforestation and its effects on land use and environmental quality.

52

Land use, pollution and abuse soil degradation problems erosion, salinization, water logging, soil pollution, land use management & planning. Wetland and Wastelands: causes and extent of wastelands, Wetlands: classification and distribution, importance of wet lands in environment. Land damage due to mining: open cast mining and its ill effects, environmental protection practices in mining and environment management plans. CITY AND HOUSING ENVIRONMENT (03) Introduction, stages of housing/city environment, environmental consideration in town-planning, measures for improving city environment. SECTION- B CURRENT ISSUES IN ENVIRONMENTAL ENGINEERING (03) Global warming, Ozone depletion, Acid rain, oil pollution, Radiation hazard and control, role of nonconventional sources of energy in environment. ACTS/ LEGISLATION PROVISIONS (04) Need for laws, various acts, rules and notifications. Salient features of various acts: The water (Prevention and Control of Pollution) act 1974. The water (Prevention and Control of Pollution) cess act, 1977. Air (Prevention and Control of Pollution) act 1981, the Environment Protection Act 1986, the Public liability insurance Act, 1991, The Forest Act 1927, the wild life (Protection) Act 1927, the Forest (Conservation) Act 1980, various other Rules and notification for control of pollution. ENVIRONMENT IMPACT ASSESSMENT (03) Definition and its importance for environment management, constituents of environment impact assessment, report, steps involved in preparing EIA, EIA methodologies, projects under EIA, environment impact statement, constraints in implementation of EIA, impact prediction on water resources projects and other relevant case studies. ENVIRONMENTAL AUDITING (03) Definition, its importance, basic principles and methodology to carry out auditing in an industry, ISO 14000 and its significance for industries. Basic steps involved in getting ISO 14000 certification, basic features of ISO 14000. APPLICATION OF BIOTECHNOLOGY FOR ENVIRONMENTAL MANAGEMENT (03) Basic concepts and techniques, application for industrial effluent, solid waste management, vermiculture, bio-fertilizers and bio-pesticides; bio safety aspects, bio-remedials. BOOKS : 1. 2. 3. 4. 5. 6. 7. 8. 9.

Peavy, Rowe, Techobanoglous, Environmental Engg. Tata McGrawHill. Mackenzie L davis, Environmental Engg. . Tata McGrawHill Baljeet S. Kapoor, Environmental Engg. , An overview, Khanna Publishers Glbert H. Masters, Environmental Engineering and Sciences, Prentice Hall of India Pvt. Ltd GN Panday, GC Carney Envirionmental Engineering, Tata McGrawHill. P.D. Sharma, Ecology and Environment, Rastogi Publications Ray P.A. Lcances Environmental Impact Assesment Hand Book, National Environmental Protection Council, Manila P Venugopala Rao; Text Book of Environmental Engineering, PHI Duggal AK, Sharma S, Water & Waste Water Analysis, Galgotia Publications

COURSE NAME

:

ADVANCED STRUCTURAL DESIGN (Theory)

53

COURSE NO.

:

CIV. 805

LTP

:

3 0 0 (Elective Subject & 3 lectures in all for any elective)

Note: The examiner shall set 8 questions i. e 4 from each part and students shall be required to attempt a total of 5 questions with atleast 2 questions from each part. Max Marks : 100 Min. Marks: 40 SECTION- A YIELD LINE ANALYSIS OF SLABS

lectures (08)

Assumptions, properties of yield lines, various yield line patterns, virtual work method, analysis of rectangular slabs simply supported or fixed along boundaries. Design of slab and box culvert. Design of T-beam bridge. RCC PIPES (06) Design of underground RCC pipes under different loading, such as self weight, water pressure, outside soil (wet or dry) and top back fill, superimposed concentrated load. BUNKERS AND SILOS (06) Introduction, design of bunkers, Jansen’s and Airy’s theories for calculating pressure design of wall and bottom of circular bins. SECTION- B PRESTRESSED CONCRETE (08) Stresses in prestress concrete, design of symmetrical prestress sections (rectangular and I-sections only). Design and analysis of a section for a circular chimney. SHELL STRUCTURES (05) Introduction to different types of shells, Analysis and Design of Symmetrical spherical domes of Uniform thickness. CONCRETE TECHNOLOGY (06) Admixtures in concrete, characteristics of special concretes namely fibre reinforced concrete, sulphur infiltrated concretes, polymer concrete, uses of plasticizers and super plasticizers in concrete. BOOKS : 1. Behaviour, Analysis and Design of Structural Concrete Members by Syal and Ummat, A. H. Wheeler Publication, Allahabad. 2. Design of Concrete Structures by Vazrani and Ratwani.

COURSE NAME

:

WATER RESOURCES PLANNING AND MANAGEMENT (Elective) (Theory)

COURSE NO.

:

CIV. 806

LTP

:

3 0 0 (Elective Subject & 3 lectures in all for any elective)

Note: The examiner shall set 8 questions i. e 4 from each part and students shall be required to attempt a total of 5 questions with atleast 2 questions from each part. Max Marks : 100

54

Min. Marks: 40 SECTION- A

lectures

RESERVOIR PLANNING (06) Investigation; Topographic; Hydrologic and geological; life of reservoir; Storage capacity; Estimation of a safe yield from a reservoir; utilization curves; single and multipurpose projects; basic development. WATER RESOURCES ECONOMICS (06) Evaluation of costs and benefits, Tangible and intangible benefits, interest rates, capital recovery factors, benefit cost ratio, cost allocation. SYSTEM ENGINEERING Basic concepts, definition of system, sub systems, objective functions, Models in Hydrology.

(04)

SYNTHETIC STREAM FLOW GENERATION (05) Stream gaging, Methods of measurement of flow stream flow, Statistical streamflow generation models, streamflow generation from precipitation models.

SECTION- B LINEAR PROGRAMMING (04) Introduction, requirements of a linear programming model, simplex method, dual of L. P. Model. DYNAMIC PROGRAMMING (05) Introduction, Need of dynamic programming, optional sub-division problems, application of D. P. Model in water resources.

LANGRANGIAN MULTIPLIERS, OPERATION OF RESERVIORS.

SIMULATION

AND

SEARCH

METHODS,

OPTIMAL (04)

BOOKS : 1. Water Resources Engineering:Linsley,F. and Freyberg, 4th Edition Tata Mc. Graw Hill, Int. 1992. 2. Water Resources Engineering : S. K. Garg, Khanna Publishers, New Delhi, 1996. 3. Elements of Water Resources Engineering : K. N. Duggal. 4. Water Resources Engineering : Principles and Practice, C. S. Murthi. 5. Hydrological Modelling Statistical Methods and Applications : Richard H. Mc. Cuen, W. M. Synder, Prentice Hall.

COURSE NAME

:

BRIDGE ENGINEERING (Theory)

COURSE NO.

:

CIV. 807

LTP

:

3 0 0 (Elective Subject & 3 lectures in all for any elective)

Note: The examiner shall set 8 questions i. e 4 from each part and students shall be required to attempt a total of 5 questions with atleast 2 questions from each part. Max Marks : 100 Min. Marks: 40

55

SECTION- A INTRODUCTION Definition, components of a bridge, classifications, importance of bridges.

lectures (03)

INVESTIGATION OF BRIDGES (04) Need for investigations, selection of bridge site, preliminary data to be collected, design discharge and its determination, linear waterway, economical span, vertical clearance above HFL, scour depth, choice of bridge type STANDARD SPECIFICATION (05) Road bridges, I.R.C. loadings, code provisions on width of carriageway, clearances, loads considered etc. Standard specifications for railway bridges, Railway bridge code. R.C.C. CULVERT, SKEN CULVERT

(03) SECTION- B

REINFORCED CONCRETE BRIDGES: (05) T-beam bridge, Courbon’s theory for load distribution. Balanced cantilever bridges, pre-stressed concrete bridges, (General discussions). STEEL BRIDGES: (05) Introduction to suspension bridges, cantilever bridges, cable-stayed bridges. General arrangement of singletrack broad-gauge railway bridge with open floor, design of stringers, cross girders, main trusses, top and bottom lateral bracing, complete design of through type truss bridge. SUB STRUCTURE: Types of piers and abutments, design forces, design of piers and abutments.

(03)

BEARING AND JOINTS: (05) Various types of expansion bearing and fixed bearings, elastomeric bearings, joints and their types, design of bearings CONSTRUCTION, INSPECTION AND MAINTENANCE OF BRIDGES. BOOKS 1. Elements of Bridge Engineering : . Johnson Victor 2. Design of concrete bridges : Vazirani & Ratwani

COURSE NAME

:

(05)

STRUCTURAL DESIGN AND FOUNDATION ENGINEERING (PROJECT - III) (Pr.)

COURSE NO.

:

CIV. 851

LTP

:

004

Students will work on any problem related to the design & detailing of Multistoreyed RCC (framed) building

56

COURSE NAME

:

IRRIGATION STRUCTURES (PROJECT - IV) (Practical)

COURSE NO.

:

CIV. 852

LTP

:

004

On the basis of given data, the students will be required to prepare a preliminary project report with design and drawings by making suitable assumptions. The report should elucidate the planning, execution and the maintenance stages at any one or more of the following aspects of irrigation works: 1. 2. 3. 4. 5. 6. 7. 8. 9. 10.

Water requirement of crops. Irrigation channel and canal head works. Any irrigation structure (Hydraulic) Surface Irrigation Tube wells. Drainage Schemes. Dams. Investigation and Planning of Reservoirs. Spillways and energy dissipaters. Water resources and development.

COURSE NAME

:

SEMINAR II

COURSE NO.

:

CIV. 853

Seminar on any topic related to latest trends in Civil Engineering

57