NORTH MAHARASHTRA UNIVERSITY, JALGAON

STRUCTURE OF TEACHING AND EVALUATION

T.E. (Civil) w. e. f. 2007 - 08

FIRST TERM

Sr. No	Subject	Teaching Scheme Hours/Week			Examination Scheme
		Lectures	Tutorial	Practical	Paper Duration Hours	Paper	TW	PR	OR
1	Structural Design & Drawing I	4	-	4	4	100	50	-	25
2	Fluid Mechanics- II	4	1	2	3	100	25	-	25
3	Geotechnical Engineering I	4	-	2	3	100	25	-	25
4	Transportation Engineering I	4	1	-	3	100	25	-	-
5	Numerical Methods in Civil Engineering	4	-	2	3	100	50	-	-
	Total	20	2	10		500	175	-	75
	Grand Total	32			750

SECOND TERM

Sr. No	Subject	Teaching Scheme Hours/Week			Examination Scheme
		Lectures	Tutorial	Practical	Paper Duration Hours	Paper	TW	PR	OR
01	Structural Design & Drawing II	4	-	4	4	100	50	-	25
02	Theory of Structures II	4	1	-	3	100	25	-	-
03	Geotechnical Engineering II	4	-	2	3	100	25	-	-
04	Transportation Engineering II	4	1	-	3	100	25	-	-
05	Environmental Engineering I	4	-	2	3	100	25	-	25
06	Testing of Materials	-	-	2	-	-		-	25
07	Practical Training/Mini Project/Special Study	-	-	-	-	-	25	-	-
	Total	20	2	10		500	175	-	75
	Grand Total	32			750

NORTH MAHARASHTRA UNIVERSITY, JALGAON.

SYLLABUS OF THIRD YEAR (CIVIL)

TERM-I^ST (w.e.f. 2007-08)

STRUCTURAL DESIGN AND DRAWING-I

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Teaching Scheme: Examination Scheme:

Lectures: 4 Hours/Week Theory Paper: 100 Marks (3 Hrs)

Practical: 4 Hour/Week Term Work: 50 Marks

Oral: 25 Marks

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UNIT I ( 12 Hours, 25 marks)

A) Introduction to various design philosophies of R.C structures: working stress method, ultimate load method, limit state method, various limit states, characteristic strength, characteristic load, partial safety factors for material strengths and loads. Study of structural properties of concrete.

B) Limit state method for flexure: (Singly Reinforced Rectangular Section)

Assumptions, stress & strain diagram, MR of Balanced, under reinforced & over reinforced RC sections.

C) Design of doubly reinforced & flanged sections.

UNIT II ( 12 Hours, 25 marks)

Design of beams for flexure, shear, bond, & torsion for cantilever, simply supported

Beams. Design of continuous beams using IS code coefficient method.

UNIT III ( 12 Hours, 25 marks)

A] Design of one way simply supported, cantilever & continuous slabs.

B] Design of Two way simply supported & continuous slabs.

C] Design of stairs.

UNIT IV ( 12 Hours, 25 marks)

A] Column: Introduction, strain and stress variation diagrams, axially loaded short column with minimum eccentricity requirements, Design of short column for axial load.

B] Design of short column for axial load, uniaxial & biaxial bending.

C] Design of isolated pad footing for axial load & uniaxial bending.

TERM WORK:- shall consist of following

Design of G + 2 building covering slab, beam, column, footing & stair case.

A design report shall be prepared showing details on half imperial drawing sheets. A few typical details of beam column etc. shall be shown on A4 / A3 size sheets using drafting software also.

A report on at least one site visit shall be submitted in term work.

BOOKS :

1. P. Dayaratnram - Limit State Analysis & Design Wheeler Publishing company, Delhi.

2. Punmia, Jain & Jain - Comprehensive Design of R.C. Structures Laxmi Publications, New Delhi.

3. V.L.Shah & .S.R. Karve Illustrated R. C. Design Structures Publication, Pune

4. N. C. Sinha & S. K. Roy Fundamentals of reinforced concrete - S. Chand and Co., New Delhi.

5. H. J. Shah Reinforced Concrete Charotar Publications House.

FLUID MECHANICS - II

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Teaching Scheme: Examination Scheme:

Lectures: 4 Hours/Week Theory Paper: 100 Marks (3 Hrs)

Practical: 2 Hour/Week Term Work: 25 Marks

(Two lecture for unit tests) Oral --------: 25 Marks

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UNIT-I (10 Hours, 20 marks)

Boundary Layer Theory : Concept of boundary layer, various thicknesses of boundary layer, application of momentum equation (no derivation ), boundary layer over a flat plate, laminar and turbulent boundary layers, local and average drag coefficients, hydrodynamically smooth and rough boundaries, separation of boundary layer and control of separation.

Fluid Flow around submerged Bodies : Practical problems involving fluid flow around submerged objects, definitions and expressions of drag & lift, drag & lift coefficients, types of drags, drag on sphere, cylinder, airfoil. Karmans vortex street, Lift, Magnus effect , lift on cylinder and aerofoil, polar diagram.

UNIT-II (10 Hours, 20 marks)

Turbulence Flow Theory : Turbulence phenomenon, instantaneous velocity & temporal mean velocity, scale & intensity of turbulence, Boussinesqs theory , Reynolds expression , Prandtls mixing length theory, velocity distribution for smooth & rough boundaries, mean velocities in pipes, Karman Prandtls equation.

Darcy Weisbach equation, friction factors for smooth, rough & transition boundaries, Moodys diagram.

Turbulent flow through pipes, minor losses, pipes in series & parallel, three reservoir problem (no trial & error solution), siphon.

Unsteady flow through pipes : Celerity of pressure wave in an elastic pipe, water hammer phenomenon, pressure changes due to changes in valve opening simple cases neglecting friction. Surge tanks function, locations, types (no mathematical treatment for surge tank.) UNIT-III (10 Hours, 20 marks)

Definition & types of non-uniform flow, Gradually varies Flow (GVF) differential equation of GVF- alternate forms, different types of GVF profiles, their characteristics & examples of their occurrence, control sections.

Computation of GVF surface profiles by Direct step method, only mention of other methods venture flume, standing wave flume.

Hydraulic Jump :

Phenomenon of hydraulic jump, example of occurrence, application of momentum equation to hydraulic jump in horizontal, frictionless, rectangular channel., specific force, conjugate depths & relation between conjugate depths, energy loss in hydraulic jump, length of jump, classification & practical uses of hydraulic jump.

UNIT-IV (10 Hours, 20 marks)

Impact of Jet : Impact of jet on stationary & moving , flat & curved surfaces using linear momentum principle, workdone, principle of angular momentum , Eulers momentum equation for turbine & pumps (No derivation)

Hydraulic Turbine :

Elements of hydro elastic power plant, unit & specific quantities, hydraulic turbines, classification of hydraulic turbines, heads & efficiencies of hydraulic turbines.

Theory & design of hydraulic turbines (Pelton, Francis & Kaplan turbines), force and torque development, cavitation, Introduction to governing of turbines, speed of turbines.

UNIT-V (10 Hours, 20 marks)

Centrifugal Pumps :

General classification of pumps, uses & suitability classification of centrifugal pumps, specific speed, working of centrifugal pump, priming, theory of centrifugal pump, workdone by impeller, energy losses, heads & efficiencies, minimum starting speed, priming, cavitation, multistage turbine pump.

Introduction to Model analysis of turbines & pumps. Prediction of performance in terms of unit & specific quantities, characteristic curves of turbine and pump.

PRACTICALS :

Any seven of following experiments should be performed.

1) Study of boundary layer on a flat plate.

2) Flow through pipes (determination of friction factor) Minor losses in pips.

3) Drag and lift on airfoil.

4) Drag on cylinder.

5) Measurement of different parameters of hydraulic jump (model) in laboratory, OR

Study of hydraulic flume. / jump on actual hydraulic structure on canals or dam near the college by arranging visit.

6) Venture flume / standing wave flume.

7) Velocity distribution in open channel .

8) Characteristics of Pelton wheel.

9) Characteristics of Francis turbine or Kaplan turbine.

10) Characteristics of centrifugal pump.

TERM WORK:

Termwork will consist of a journal giving details of at least seven out of 10 experiments above. Minimum seven experiments should be performed.

ORAL:

Oral shall be based on term work.

REFERECNE BOOK

1) Dr. A.K.Jain - Fluid Mechanics

2) Dr. P.N.Modi , Dr. S.M. Seth.- Hydraulic and Fluid Mechanics

3)