SCHEME OF TEACHING & EXAMINATION Semester.pdf · PROBABILITY THEORY - I Probability of an event,...

DEPARTMENT OF CIVIL ENGINEERING IV SEMESTER COURSE DIARY

PAGE 1 MVJCE

SCHEME OF TEACHING & EXAMINATION

SEMESTER: IV

S.

No.

Subject

Code Title of the Subject

Teachi

ng

Dept/.

Teaching

Hrs/Week Examination

Theo

ry

Pract

ical

Dura

tion

(Hr)

Marks

IA

Theor

y/

Practi

cal

Total

1 10MAT

41

Engineering

Mathematics – IV Civil 04 -- 03 25 100 125

2 10CV

42 Concrete Technology Civil 04 -- 03 25 100 125

3 10CV

43 Structural Analysis – I Civil 04 -- 03 25 100 125

4 10CV

44 Surveying – II Civil 04 -- 03 25 100 125

5 10CV

45

Hydraulics and

Hydraulic Machines Civil 04 -- 03 25 100 125

6 10CV

46

Building Planning &

Drawing Civil 01 06 04 25 100 125

7 10CVL

47

Surveying Practice –

II Lab Civil -- 03 03 25 50 75

8 10CVL

48

Applied Engineering

Geology Lab Civil -- 03 03 25 50 75

TOTAL 21 12 25 200 700 900


PAGE 2 MVJCE

10 MAT41 – ENGINEERING MATHEMATICS IV


PAGE 3 MVJCE

SYLLABUS

Sub Code : 10MAT41 I A Marks: 25

Hours / Week: 5 Exam Marks: 100

Total Hours: 62 Exam Hours: 03

PART – A

UNIT I

NUMERICAL METHODS - I Numerical solution of ordinary differential equations of first order and first degree; Picard’s

method, Taylor’s series method, modified Euler’s method, Runge-kutta method of fourth-order.

Milne’s and Adams - Bashforth predictor and corrector methods (No derivations of formulae).

06 Hr

UNIT II

NUMERICAL METHODS - II Numerical solution of simultaneous first order ordinary differential equations: Picard’s method,

Runge-Kutta method of fourth-order. Numerical solution of second order ordinary differential

equations: Picard’s method, Runge-Kutta method and Milne’s method. 06 Hr

UNIT III

COMPLEX VARIABLES I

Function of a complex variable, Analytic functions-Cauchy-Riemann equations in cartesian and

polar forms. Properties of analytic functions. Application to flow problems- complex potential,

velocity potential, equipotential lines, stream functions, stream lines. 07 Hr

UNIT IV

COMPLEX VARIABLES II

Conformal Transformations: Bilinear Transformations. Discussion of Transformations: w = z2,

w = ez, w = z + (a

2 / z). Complex line integrals-Cauchy’s theorem and Cauchy’s integral

formula. 07 Hr

PART – B

UNIT V

SPECIAL FUNCTIONS

Solution of Laplace equation in cylindrical and spherical systems leading Bessel’s and

Legendre’s differential equations, Series solution of Bessel’s differential equation leading to

Bessel function of first kind. Orthogonal property of Bessel functions. Series solution of

Legendre’s differential equation leading to Legendre polynomials, Rodrigue’s formula.

07 Hr


PAGE 4 MVJCE

UNIT VI

PROBABILITY THEORY - I

Probability of an event, empherical and axiomatic definition, probability associated with set

theory, addition law, conditional probability, multiplication law, Baye’s theorem.

07 Hr

UNIT VII

PROBABILITY THEORY - II

Random variables (discrete and continuous), probability density function, cumulative density

function. Probability distributions – Binomial and Poisson distributions; Exponential and normal

distributions. 07 Hr

UNIT VIII

SAMPLING THEORY

Sampling, Sampling distributions, standard error, test of hypothesis for means, confidence limits

for means, student’s distribution. Chi -Square distribution as a test of goodness of fit

06 Hr

TEXT BOOKS

1. B.S. Grewal, Higher Engineering Mathematics, Latest edition, Khanna Publishers

2. Erwin Kreyszig, Advanced Engineering Mathematics, Latest edition, Wiley Publications.

.

REFERENCES

1. B.V. Ramana, Higher Engineering Mathematics, Latest edition, Tata Mc. Graw Hill

Publications.

2. Peter V. O’Neil, Engineering Mathematics, CENGAGE Learning India Pvt Ltd.Publishers


PAGE 5 MVJCE

LESSON PLAN

Hours / Week: 5 Exam Marks: 100

Total Hours: 62 Exam Hours: 03

Period

No. TOPIC TO BE COVERED

NUMERICAL METHODS

1 Numerical solutions of first order first degree O.D.E: Taylor’s series

method-problems

2 Euler’s methods - problems

3 Modified Euler’s method - problems

4 Runge-Kutta method of fourth order – problems

5 Milne’s predictor and corrector method -problems

6 Adam’s-Bashforth predictor and corrector method- problems

COMPLEX VARIABLES

7 Function of complex variables, limits, continuity, and differentiability.

8 Analytic functions, Cauchy-Riemann equations in Cartesian form.

9 Analytic functions, Cauchy-Riemann equations in Polar form and

Consequences.

10 Construction of analytic function in Cartesian form

11 Construction of analytic function in Polar form

12 Definition of Conformal transformation: z2

13 Transformation : ez

14 Transformation: +Z Z

a2

15 Problems.

16 Bilinear transformations.

COMPLEX INTEGRATION

17 Line integral – Problems.

18 Cauchy’s theorem, Corollaries-problems

19 Cauchy’s integral formula - problems.

20 Cauchy’s integral formula for derivatives - problems

21 Taylor’s series.- Problems.

22 Laurent’s series.- Problems

23 Singularities, Poles, residues – Problems

24 Residue theorem – Problems

SERIES SOLUTION OF O.D.E AND SPECIAL FUNCTIONS

25 Series solution- Frobenius method

26 Series Solution of Bessel’s Differential Equation

27 Equations reducible to Bessel’s D E

28 Recurrence relations

29 Series Solution of Legendre’s Diff equation

30 Problems

31 Recurrence relations

32 Rodrigue’s formulae


PAGE 6 MVJCE

Period


STATISTICAL METHODS

33 Curve fitting by the method of Least Squares: y= a+bx- problems.

34 y = a.bx

, y = ax - problems,

35 y=a+bx+cx2 - problems

36 Correlation – problems

37 Regression - problems

38 Addition rule, Conditional probability, Multiplication rule-Examples

39 Examples

40 Baye’ Theorem-Examples

RANDOM VARIABLES

41 Discrete Random Variables-PDF-CDF and examples

42 Continuous Random Variables-PDF-CDF and examples

43 Binomial Distributions Examples

44 Poisson’s Distributions – Examples

45 Normal Distribution-Properties & Examples

46 Exponential Distribution & Examples

SAMPLING DISTRIBUTION

47 Sampling, Sampling Distribution, Standard error.

48 Problems

49 Testing of Hypothesis for Means,.

50 Confidence limits for Means

51 Problems

52 Student’s t-distribution

53 Chi- square distribution as a test of goodness of fit

54 Problems

JOINT PROBABILITY DISTRIBUTION AND MARKOV CHAINS

55 Concept of joint probability, joint distribution-discrete random variables

56 Problems

57 Independent random variables, Problems on Expectation and Variance

58 Markov chains-Introduction, probability vectors

59 Stochastic matrices, Fixed points and Regular Stochastic matrices

60 Markov chains, Higher transition probabilities

61 Stationary Distribution of regular Markov chains and Absorbing states

62 Problems


PAGE 7 MVJCE

10 CV42 – CONCRETE TECHNOLOGY


PAGE 8 MVJCE

SYLLABUS Sub Code: 10CV42 I.A. Marks: 25

Hours per week: 05 Exam Hours: 03

Total Hours: 52 Exam Marks: 100

PART – A

UNIT I

Cement, Chemical composition, hydration of cement, Types of cement, manufacture of OPC by

wet and dry, process (flow charts only) Testing of cement - Field testing, Fineness by sieve test

and Blaine's air permeability test, Normal consistency, testing time, soundness, Compression

strength of cement and grades of cement, Quality of mixing water. 07 Hr

UNIT II

Fine aggregate - grading, analysis, Specify gravity, bulking, moisture content, deleterious

materials. Coarse aggregate – Importance of size, shape and texture.Grading of aggregates -

Sieve analysis, specific gravity, Flakiness and elongation index, crushing, impact and abrasion

tests. 06 Hr

UNIT III

Workability - factors affecting workability, Measurement of workability - slump, flow tests,

Compaction factor and vee-bee consistometer tests, Segregation and bleeding, Process of

manufactures of concrete : Batching, Mixing, Transporting, Placing, Compaction, Curing.

07 Hr

UNIT IV

Chemical admixtures - plasticizers, accelerators, retarders and air entraining agents, Mineral

admixtures - Fly ash, Silica fumes and rice husk ash. 06 Hr

Part-B

UNIT V

Factors affecting strength, w/c ratio, gel/space ratio, maturity concept, Effect of aggregate

properties, relation between compressive strength, and tensile strength, bond strength, modulus

of rupture, Accelerated curing, aggregate - cement bond strength, Testing of hardened concrete -

compressive strength, split tensile strength, Flexural strength, factors influencing strength test

results. 06 Hr

UNIT VI

Elasticity - Relation between modulus of elasticity and Strength, factors affecting modulus of

elasticity, Poisson , Ratio, Shrinkage - plastic shrinkage and drying shrinkage, Factors affecting

shrinkage, Creep - Measurement of creep, factors affecting creep, effect of creep,

07 Hr


PAGE 9 MVJCE

UNIT VII

Durability - definition, significance, permeability, Sulphate attack, Chloride attack, carbonation,

freezing and thawing, Factors contributing to cracks in concrete - plastic shrinkage, settlement

cracks, construction joints, Thermal expansion, transition zone, structural design deficiencies, -

06 Hr

UNIT VIII

Concept of Concrete Mix design, variables in proportioning , exposure conditions, Procedure of

mix design as per IS 10262-1982, Numerical examples of Mix Design 07 Hr

TEXT BOOKS:

1. "Concrete Technology" - Theory and Practice, M.S.Shetty, S.Chand and Company, New

Delhi, 2002.

REFERENCES :

1. "Properties of Concrete"Neville, A.M. : , ELBS, London

2. "Concrete Technology" – A.R.Santakumar. Oxford University Press (2007)’

3. "Concrete Manual" - Gambhir Dhanpat Rai & Sons, New Delhi.

4. "Concrete Mix Design" - N.Krishna Raju, Sehgal - publishers.

5. "Recommended guidelines for concrete mix design" - IS:10262,BIS Publication


PAGE 10 MVJCE

LESSON PLAN Subject: Concrete Technology

Subject Code: 10CV42 Hours / Week: 5

IA Marks: 25 Total Hours: 52

Period


UNIT I

1. Cement:- Chemical composition, Hydration of cement, Types of cement

2. Manufacture Of Opc By Wet And Dry, Process (Flow Charts Only)

3. Testing of cement - Field testing, Fineness by sieve test and Blaine's air

permeability test

4. Normal consistency, testing time, soundness, Compression strength of cement

and grades of cement, Quality of mixing water

UNIT II

5. Fine aggregate - grading, analysis, Fine aggregate: Specify gravity, bulking

6. Fine aggregate: moisture content, deleterious materials, Coarse aggregate –

Importance of size

7. Coarse aggregate – shape and texture,Grading of aggregates, Sieve analysis

8. Coarse aggregate – specific gravity, Flakiness and elongation index, Crushing,

impact and abrasion tests

UNIT III

9. Workability - factors affecting workability, Measurement of workability -

slump, flow tests

10. Compaction factor and vee-bee consistometer tests, Segregation and bleeding

11. Process of manufactures of concrete, Process of manufactures of concrete

12. Batching, Mixing, Transporting

13. Placing, Compaction, Curing

UNIT IV

14. Chemical admixtures- Plasticizers, accelerators

15. Retarders and air entraining agents

16. Mineral admixtures- Fly ash

17. Silica fumes

18. Rice husk ash

UNIT V

19. Factors affecting strength

20. W/c ratio, gel/space ratio, maturity concept

21. Effect of aggregate properties, relation between compressive strength and

tensile strength

22. Bond strength, modulus of rupture

23. Accelerated curing

24. Aggregate - cement bond strength

25. Testing of hardened concrete - compressive strength

26. Split tensile strength, Flexural strength


PAGE 11 MVJCE

Period No. TOPIC TO BE COVERED

27. Factors influencing strength test results

UNIT VI

28. Elasticity - Relation between modulus of elasticity and Strength

29. Factors affecting modulus of elasticity, Poisson Ratio

30. Shrinkage - plastic shrinkage and drying shrinkage

31. Factors affecting shrinkage

32. Creep - Measurement of creep

33. Factors affecting creep

34.

. Effect of creep

UNIT VII

35. Durability - definition, significance

36. Permeability, Sulphate attack, Chloride attack

37. Carbonation, freezing and thawing

38. Factors contributing to cracks in concrete

39. Plastic shrinkage, settlement cracks

40. Construction joints,

41. Transition zone,

42. Thermal expansion

43. structural design deficiencies

UNIT VIII

44. Concept of Concrete Mix design

45. variables in proportioning

46. exposure conditions

47. Procedure of mix design as per IS 10262-1982



50. Numerical examples of Mix Design




PAGE 12 MVJCE

QUESTION BANK

Unit-I 1.What are the requirements of good foundations?

2.Explain with the help of sketches, various types of shallow foundations.

3.Define the following terms

1.safe bearing capacity of soil

2.ultimate bearing capacity

3.allowable bearing pressure

4.Explain in detail the plate load test for determining safe bearing capacity of soil.

5.Find the dimensions of a combined rectangular footing for two columns carrying load of 40 t

and 60 t respectively. The columns are spaced 3m center to center. The safe bearing capacity of

the soil is 10 t/m2

Unit-II

1.Classify various types of stone masonry and explain it with neat sketches.

2.Explain with sketches various types of joints used in ashlars stone masonry.

3.Write short notes on

1.header bond

2.stretcher bond

4.Draw plans of alternate courses of 1.5 brick wall,2-brick wall

5.Differentiate and compare English, Flemish bond and double Flemish bond

Unit-III

1.Explain the following terms

1.lintel

2.chajja

3.balcony

2.Write the classification of lintels Explain with sketches

3.Draw a neat sketch of an arch and show it various technical terms used in construction

4. Explain with the help of sketches various types of pointed arches

5.Discuss briefly about shoring underpinning and scaffolding


PAGE 13 MVJCE

Unit-IV

1.Explain brief the essential requirements of a floor

2.Explain the method of constructing 1.cemet concrete flooring .2.terrazzo

flooring

1. Explain brief the essential requirements of a roof.

2. Define the following terms1.pitch 2.eaves 3cleat

3. Give the sketches of king post truss and queen post truss

Unit-V 1.Explain with neat sketches the following types of doors

1.Battened, ledged, braced and framed doors

2.Framed and paneled doors

2.Write short notes on the following

1.sliding doors

2.collapsible doors

3. Write short notes on the following

1.louvered windows

2.bay windows

3.skylight

4. Explain brief the essential requirements of a good stair case


1.Doglegged stairs

2.open newel stairs

Unit-VI

1. Explain brief the essential characteristics of good paint and good varnish

2.Explain the procedure of painting

1.wood surfaces

2.plastered surfaces

3.iron and steel surfaces

3.Write a short notes on distempers and co lour washing

4.Explain various defects in painting

5.Explain various types of plaster finishes and requirements of good plaster


PAGE 14 MVJCE

Unit-VII

1.Write a note on hollow block masonry

2.What are the Advantages of Pre fabrication techniques


1. Hollow concrete blocks

2. Stabilized mud blocks


1. Micro concrete tiles,

1. Precast roofing elements

Unit-VIII

1.Draw a typical sketch for the form works

1.rectangular column

2.octagonal column

2.Draw a typical sketches of formwork for abeam slab floor

3.Explain various causes of dampness in building

4.Describe various methods of damp proofing for the following

1.foundations

2.floors


PAGE 15 MVJCE

10 CV43 – STRUCTURAL ANALYSIS – I


PAGE 16 MVJCE

SYLLABUS

Sub Code: 10CV43 I.A. Marks: 25



UNIT I

STRUCTURAL SYSTEMS AND ENERGY CONCEPT

1.1 Forms of structures, 1.2 Conditions of equilibrium, 1.3 Degree of freedom, 1.4 Linear and

Non linear structures, 1.5 One, two, three dimensional structural systems, 1.6 Determinate and

indeterminate structures [Static and Kinematics]. 1.7 Strain energy and complimentary strain

energy, 1.8 Strain energy due to axial load, bending and shear, 1.9 Theorem of minimum

potential energy, 1.10 Law of conservation of energy, 1.11 Principle of virtual work,

07 Hr

UNIT II

DEFLECTION OF BEAMS

2.1 Moment area method, 2.2 Conjugate beam method 06 Hr

UNIT III

DEFLECTION OF BEAMS AND FRAMES BY STRAIN ENERGY

3.1 The first and second theorem of Castigliano, problems on beams, frames and trusses, 3.2

Betti’s law, 3.3 Clarke - Maxwell’s theorem of reciprocal deflection. 07 Hr

UNIT IV

ANALYSIS OF BEAMS AND PLANE TRUSSES BY STRAIN ENERGY

4.1 Analysis of beams (Propped cantilever and Fixed beams) and trusses using strain energy and

unit load methods 07 Hr

PART – B

UNIT V

ARCHES AND CABLES

5.1 Three hinged circular and parabolic arches with supports at same levels and different levels,

5.2 Determination of thrust, shear and bending moment, 5.3 Analysis of cables under point loads

and UDL, length of cables (Supports at same levels and at different levels). 06 Hr

UNIT VI

ANALYSIS OF BEAMS

6.1 Consistent deformation method – Propped cantilever and fixed beams 06 Hr


PAGE 17 MVJCE

UNIT VII

7.1 Clapeyron’s theorem of three moments – continuous beams and fixed beams

06 Hr

UNIT VIII

ANALYSIS OF ARCHES

8.1 Two hinged parabolic arch, 8.2 Two hinged Circular Arch 07 Hr

TEXT BOOKS:

1. Theory of Structures, Pandit and Guptha, Vol. – I, Tata McGraw Hill, New Delhi.

2. Basic Structural Analysis Reddy C. S., Tata McGraw Hill, New Delhi.

3. Strength of Materials and theory of structures Vol I & II, B.C. Pumia , R.K., Jain

Laxmi Publication New Delhi

REFERENCE BOOKS:

1. Elementary Structural Analysis, Norris and Wilbur, International Student Edition.

McGraw Hill Book Co: New York

2. Structural Analysis, 4th SI Edition by Amit Prasanth & Aslam Kassimali, Thomson

Learning.

3. Analysis of Structures, Thandava Murthy, Oxford University Press, Edition 2005.


PAGE 18 MVJCE

LESSON PLAN



Period

No Topics to be covered

UNIT I (STRUCTURAL SYSTEMS AND ENERGY CONCEPT)

1. Forms of structures

2. Conditions of equilibrium, Degree of freedom, Linear and Non linear

structures

3. One, two, three dimensional structural systems

4. Determinate and indeterminate structures [Static and Kinematics].

5. Strain energy and complimentary strain energy, Strain energy due to axial

load, bending and shear

6. Theorem of minimum potential energy

7. Law of conservation of energy, Principle of virtual work

UNIT II (DEFLECTION OF BEAMS)

8. Moment area method



11. Conjugate beam method



UNIT III

DEFLECTION OF BEAMS AND FRAMES BY STRAIN ENERGY

14. The first and second theorem of Castigliano

15. problems on beams

16. problems on beams

17. frames and trusses

18. frames and trusses

19. Betti’s law

20. Clarke - Maxwell’s theorem of reciprocal deflection

21. Clarke - Maxwell’s theorem of reciprocal deflection

UNIT IV

ANALYSIS OF BEAMS AND PLANE TRUSSES BY STRAIN ENERGY

22. Analysis of beams (Propped cantilever and Fixed beams)

23. Problems on Analysis of beams (Propped cantilever and Fixed beams)

24. Problems on Analysis of beams (Propped cantilever and Fixed beams)

25. Analysis of trusses using strain energy and unit load methods

26. Problems on Analysis of trusses using strain energy and unit load methods

27. Problems on Analysis of trusses using strain energy and unit load methods


PAGE 19 MVJCE

Period


UNIT V

ARCHES AND CABLES

28. Three hinged circular and parabolic arches with supports at same levels and

different levels

29. Three hinged circular and parabolic arches with supports at same levels and

different levels

30. Determination of thrust, shear and bending moment

31. Analysis of cables under point loads and UDL

32. length of cables (Supports at same levels and at different levels).

33. Problems: length of cables (Supports at same levels and at different levels).

34. Problems: length of cables (Supports at same levels and at different levels).

UNIT VI

ANALYSIS OF BEAMS

35. Consistent deformation method – Propped cantilever

36. Problems on Consistent deformation method – Propped cantilever

37. Problems on Consistent deformation method – Propped cantilever

38. Consistent deformation method – fixed beams

39. Problems on Consistent deformation method – fixed beams

40. Problems on Consistent deformation method – fixed beams

UNIT VII

41. Clapeyron’s theorem of three moments – continuous beams

42. Problems on Clapeyron’s theorem of three moments – continuous beams

43. Problems on Clapeyron’s theorem of three moments – continuous beams

44. Clapeyron’s theorem of three moments –fixed beams

45. Problems on Clapeyron’s theorem of three moments –fixed beams

46. Problems on Clapeyron’s theorem of three moments –fixed beams

UNIT VIII

ANALYSIS OF ARCHES

47. Two hinged parabolic arch

48. Problems on Two hinged parabolic arch

49. Problems on Two hinged parabolic arch

50. Two hinged Circular Arch

51. Problems on Two hinged Circular Arch

52. Problems on Two hinged Circular Arch


PAGE 20 MVJCE

QUESTION BANK

1. a) State the important assumptions made in the analysis of determinate ieoirw

b) Find the foxes in all the members of the truss by the method of joints

2. a) Explain:

i) Geometric non linearity and

ii) Material non linearity

a) Determine the magnitude and nature of the force in each of the members of the tress

shown in fig (i) by the method of joints

3. a) Determine the magnitude and nature of forces in the members NO and SR by method of

sections (fig 1)


PAGE 21 MVJCE

b) Determine the forces in the members of the truss in fig. 2 by method of joints. Draw neat

sketch showing nature and magnitude of forces

4. a) Prove that in case of a simply supported beam subjected to all over the entire span, the

maximum deflection is 5/384 WL*/EI. using area method

b) Find the slopes at support and deflection at mid point for the beam showing using

conjugate beam principles. Take E = 210 Gps. I = 120 × 106 mm

4.

5. a) State moment area theorems.

b) A beam ABCD is simply supported at its ends A and D. It consists of three portions AB.

BC and CD, each of 3m in length. The moment of inertia of these sections are t. 21 and 31

respectively. The beam carries point loads of 50 KN and 100 KN at B & C determine the

slope and deflection at B & C, using conjugate beam method. Take H = 200 GPa and I = 2 ×

1010

mm.

6. a) A simply supported beam of length T carries a UDI of “w” per unit run over the whole

span find the slope end at deflection at centre by conjugate beam method. Take EI constant.

b) Determine the slopes and deflections at the ends and at 1/3 rd points for simply supported

(SS) beam loaded by W each at 1/3 rd points on a span: 1.. Use of moment area method.

Take EI constant.


PAGE 22 MVJCE


PAGE 23 MVJCE


PAGE 24 MVJCE


PAGE 25 MVJCE


PAGE 26 MVJCE


PAGE 27 MVJCE

10 CV44 – SURVEYING –II


PAGE 28 MVJCE




PART – A

UNIT I

THEODOLITE SURVEY 1.1 Thedolite and types, 1.2 Fundamental axes and parts of a transit theodolite, 1.3 Uses of

theodolite, 1.4 Temperary adjustments of a transit thedolite, 1.5 Measurement of horizontal

angles – Method of repetitions and reiterations, 1.6 Measurements of vertical angles, 1.7

Prolonging a straight line by a theodolite in adjustment and theodolite not in adjustment

06 Hr

UNIT II

PERMANENT ADJUSTMENT OF DUMPY LEVEL AND TRANSIT THEODOLITE 2.1 Interrelationship between fundamental axes for instrument to be in adjustment and step by

step procedure of obtaining permanent adjustments 07 Hr

UNIT III

TRIGONOMETRIC LEVELING 3.1 Determination of elevation of objects when the base is accessible and inaccessible by single

plane and double plane method, 3.2 Distance and difference in elevation between two

inaccessible objects by double plane method. Salient features of Total Station, Advantages of

Total Station over conventional instruments, Application of Total Station. 08 Hr

UNIT IV

TACHEOMETRY 4.1 Basic principle, 4.2 Types of tacheometric survey, 4.3 Tacheometric equation for horizontal

line of sight and inclined line of sight in fixed hair method, 4.4 Anallactic lens in external

focusing telescopes, 4.5 Reducing the constants in internal focusing telescope, 4.6 Moving hair

method and tangential method, 4.7 Subtance bar, 4.8 Beaman stadia arc. 07 Hr

PART – B

UNIT V

CURVE SETTING (Simple curves) 5.1 Curves – Necessity – Types, 5.2 Simple curves, 5.3 Elements, 5.4 Designation of curves, 5.5

Setting out simple curves by linear methods, 5.6 Setting out curves by Rankines deflection angle

method.

CURVE SETTING (Compound and Reverse curves) 5.1 Compound curves 5.2 Elements 5.3 Design of compound curves 5.4 Setting out of

compound curves 5.5 Reverse curve between two parallel straights (Equal radius and unequal

radius). 10 Hr


PAGE 29 MVJCE

UNIT VI 6.1 Traingulation Survey: Figures and systems, system of framework, baseline measurement,

base measurement by rigid bar and flexible apparatus, tape correction, Measurement of angles,

satellite station and reduction to center and field checks in triangulation and principle of least

squares, triangulation adjustment-angle and station.

06 Hr

UNIT VII

CURVE SETTING (Transition and Vertical curves) 7.1 Transition curves 7.2 Characteristics 7.3 Length of Transition curve 7.4 Setting out cubic

Parabola and Bernoulli’s Lemniscates, 7.5 Vertical curves – Types – Simple numerical

problems. 06 Hr

UNIT VIII

AREAS AND VOLUMES 8.1 Calculation of area from cross staff surveying, 8.2 Calculation of area of a closed traverse by

coordinates method. 8.3 Planimeter – principle of working and use of planimeter to measure

areas, digital planimter, 8.4 Computations of volumes by trapezoidal and prismoidal rule, 8.5

Capacity contours 06 Hr

TEXT BOOKS:

1.‘Surveying’ Vol 2 and Vol 3 - B. C. Punmia, Laxmi Publications

2.‘Plane Surveying’ A. M. Chandra – New age international ( P) Ltd

3.‘Higher Surveying’ A.M. Chandra New age international (P) Ltd

REFERENCE BOOKS: 1. Fundamentals of Surveying - Milton O. Schimidt – Wong, Thomson Learning.

2. Fundamentals of Surveying - S.K. Roy – Prentice Hall of India

3. Surveying, Arther Bannister et al., Pearson Education, India


PAGE 30 MVJCE

LESSON PLAN



Period

No Topics to be covered (in detail)

1. PART A

UNIT –1: THEODOLITE SURVEY

1.1 Theodolite and types

2. 1.2 Fundamental axes and parts of a transit Theodolite.

3. 1.3 Uses of Theodolite, 1.4 Temporary adjustments of a transit Theodolite

4. 1.5 Measurement horizontal angles - Method of repetitions.

5. 1.5 Measurement horizontal angles - Method of reiterations.

6. 1.6 Measurement s vertical angles, 1.7 Prolonging a straight line by a

Theodolite in adjustment and Theodolite not in adjustment

7. UNIT - 2: PERMANENT ADJUSTMENT OF DUMPY LEVEL AND

TRANSIT THEODOLITE

2.1 Interrelationship between fundamental axes for dumpy level.

8. To make the vertical axis truly vertical so as to ensure that once the instrument

is levelled up, the bubble will remain central in all directions of sighting.

9. Procedure to ensure that the horizontal cross hair lie in a plane perpendicular to

the vertical axis.

10. Procedure to ensure that the line of collimation is parallel to the axis of the

bubble tube.

11. PERMANENT ADJUSTMENT OF TRANSIT THEODOLITE

1) Adjustment of plate level

12. 2) Adjustment of line of sight, Adjustment of the horizontal sight

13. 3) Adjustment of altitude bubble and vertical index frame.

14. UNIT – 3: TRIGONOMETRIC LEVELING

3.1-Determination of elevation objects when the base accessible by single plane

methods

15. Determination of elevation objects when the base accessible by double plane

methods

16. Determination of elevation objects when the base inaccessible by single plane

method

17. Determination of elevation objects when the base inaccessible by double plane

method

18. 3.2-Distance and difference in elevation between two inaccessible objects by

double plane method.

19. Distance and difference in elevation between two inaccessible objects by

double plane method.

20. Related problems

21. Salient features of Total Station, Advantages of Total Station over conventional

instruments, Application of Total Station


PAGE 31 MVJCE

Period


22. UNIT – 4: TACHEOMETRY

4.1 Basic principle, 4.2 Types of tachometric survey.

23. 4.3 Tachometric equation for horizontal Lime of site and inclined line of sight

in fixed hair method.

24. 4.4 Anallatic lens in external focusing telescopes.

25. 4.5 Reducing the contents in internal focusing telescope

26. 4.6 Moving hair method and tangential method

27. 4.7 Subtance bar 4.8 Beaman stadia arc

28. Problems on Tacheometry

29. PART - B

UNIT – 5:CURVE SETTING (Simple curve)

5.1 Curves - Necessity - Types

30. 5.2 Simple curves 5.3 Elements 5.4 Designation of curves -

31. 5.5 setting out simple curves by linear methods


33. 5.6 setting out simple curves by method of Rankines deflection angles


35. CURVE SETTING (Compound and Reverse curve) 5.1 Compound curves

5.2 Elements – 5.3 Design of compound curves

36. 5.4 Setting out of compound curves.

37. 5.5 Reverse curve between two parallel straights - Equal radius - Unequal

radius


39. UNIT – 6: TRIANGULATION SURVEY: Figures and systems, system of

framework

40. Baseline measurement, Base measurement by rigid bar and flexible apparatus,

41. Tape correction, Measurement of angles

42. Satellite station and reduction to center and field checks in triangulation

43. Principle of least squares and Related Problems

44. Triangulation adjustment-angle and station and Related Problems

45. UNIT – 7:CURVE SETTING (Transition and vertical curves)

7.1 Transition curves – 7.2 Characteristics 7.3 Length of Transition curve

46. 7.4 Setting out cubic Parabola and Bernoulli's Lemniscates.



49. 7.5 Vertical curves - Types -



PAGE 32 MVJCE

Period


51. UNIT – 8: AREAS AND VOLUMES

8.1 Calculation of area from cross staff surveying

52. 8.2 Calculation of area of a closed traverse by coordinates method.

53. 8.3 Planimeter - principle of working and use of planimeter to measure areas,

digital planimeter

54. 8.4 Computations of volumes by trapezoidal and prismoidal rule.

55. 8.5 Capacity contours.



PAGE 33 MVJCE

QUESTION BANK

1. What is the temporary adjustment of a theodolite?

2. Describe the process of measuring the horizontal angle?

3. Describe how you would measure vertical angle?

4. Describe the process of repetition and reiteration?

5. How would you measure deflection angle?

6. Describe the process of measuring the magnetic bearing of a line by theodolite?

7. What are the methods of traversing by theodolite?

8. Describe the methods of checking the accuracy of closed and open traverse?

9. What are the possible sources of error while using a theodolite?

How can they be eliminated?

10. How is the closing error in a traverse balanced?

11. Describe the process of permanent adjustment of a theodolite?

12. How can the height of a tower be determined when is it inaccessible?

13. Define the following terms?

1) Centering 2) Swinging 3) Transiting 4) face left 5) Face right

6) Telescope normal 7) Telescope inverted 8) Magnification 14. a) Why is a curve provided?

b) What is the degree of a curve?

c) Derive a relation between the radius and degree of a curve?

15. What are the different types of curves? Draw neat sketch? 16. Describe how you would set a circular curve by the method of offsets from the long chord

with the help of a chain and tape? 17. Describe the method of setting a simple circular curve by Rankine’s deflection curve?

18. a) Explain why superelevation is required in roads and railways?

b) What is a transition curve?

c) Why and where are transition curves provided? 19. State the different methods of calculating the length of a transition curve?

20. What is shift/ prove that a transition curve bisects a shift and that a shift bisects a

transition curve?

21. Derive an expression for an ideal transition curve?

22. a) What is vertical curve?

b) Why is it provided?

c) State an expression for calculating the length of a vertical curve?

23. Two straight lines T1 P and PT2 are intersected by a third line AB, such that an

angle PAB= 460 24

1 ∠PBA = 32

0 36

1 and the distance AB= 312m. Calculate the radius of

the simple circular curve which will be tangential to the three lines T1P, AB and PT2 and

the chainage of the curve (T1), if the chainage of the point P1 is 2,857.5 m.


PAGE 34 MVJCE

24. Discuss the methods of tachometer?

25. Explain the theory of stadia tachometry?

26. Describe the method of determining the constants of a tachometer from the field

measurements?

27. Explain the object and theory of the anallatic lens?

28. Describe with a neat sketch the construction and working of the sub tense bar?

29. What are the sources of error in tacheometer? what are the permissible errors?

30. Describe how tachometric surveying is conducted in the field?

31. A tacheometer fitted with an anallactic lens and having a multiplying constant of 100 was

set up at R, which is an intermediate point on a traverse leg AB. The following readings

were taken with the staff held vertically

Staff station Bearing Vertical angle Intercept Axial hair

reading

A 40035

1 - 4

024

1 2.21 1.99

B 22035

1 - 5

012

1 2.02 1.90

Calculate the length AB and the level difference between A and B

32. Describe the Principal of working of Planimeter and use of Planimeter in measuring areas.

33. What is Zero circle of a Planimeter? Explain any one method of finding its area.

34. The following offsets were taken at 10m intervals from a chain line to an irregular

boundary. 3.6, 5.3, 6.3, 6.2 5.4, 6.8, 7.4, 6.4 and 5.8. Calculate the area between the chain

lie and the boundary by I) Simpon’s rule ii) Trapezoidal rule.

35. The following offsets were taken from a chain line to an irregular boundary line at an

interval of 10m. 0, 2.50, 3.50, 5.00, 4.60, 3.20, 0m compute the area between the chain

line, the irregular boundary line and the end offset by i) Mid ordinate rule ii) Average

ordinate rule.

36. Compute the area of a plan from the readings of a Planimeter: The initial reading and final

reading were 8.476 and 1.628 respectively. The zero of disc passed the index mark twice

in clockwise direction. The anchor point was placed outside the plan and the racing point

moved in clockwise direction. Take multiplying constant as 100 cm2.

37. The following perpendicular offsets, in meters were taken from a chain line to a curved

boundary at intervals of 10m in the following order: 0.000, 2.68, 3.64, 3.70, 4.60, 3.62,

4.84, 5.74. Compute the area between the base line, the curved boundary line and the end

offsets using Simpson’s rule.

38. Calculate the area of a figure from the following readings by a planimeter with anchor

point outside the figure. Initial reading 7.875, Final reading 3.086, M=10 sq.in. The zero

mark on the dial passed the fixed index mark twice in the clockwise direction.


PAGE 35 MVJCE

10 CV45 – HYDRAULICS & HYDRAULIC MACHINES


PAGE 36 MVJCE




UNIT I

DIMENSIONAL ANALYSIS AND MODEL STUDIES

Introduction, Systems of units, Dimensions of quantities, Dimensional Homogeneity of an

equation. Analysis- Raleigh’s method, Buckingham’s Π theorem- problems. Model Studies,

Similitude, Non-dimensional numbers: Froude models-Undistorted and Distorted models.

Reynold’s models- Problems 07 Hr

UNIT II

UNIFORM FLOW IN OPEN CHANNELS

Introduction, Geometric properties of Rectangular, Triangular, Trapezoidal and Circular

channels. Chezy’s equation, Manning’s equation-problems. Most economical open channels-

Rectangular, Triangular, Trapezoidal and Circular channeles- problems. 06 Hr

UNIT III

NON-UNIFORM FLOW IN OPEN CHANNELS

Introduction, Specific energy, Specific energy diagram, Critical depth, Conditions for Critical

flow- Theory & problems. Hydraulic jump in a Horizontal Rectangular Channel- Theory and

problems. Dynamic equation for Non-Uniform flow in an Open channel, Classification of

Surface profiles- simple Problems. 07 Hr

UNIT IV

IMPACT OF JET ON FLAT VANES

Introduction, Impulse- Momentum equation. Direct impact of a jet on a stationary flat plate,

Oblique impact of a jet on a stationary flat plate, Direct impact on a moving plate, Direct impact

of a jet on a series of a jet on a series of flat vanes on a wheel. Conditions for maximum

hydraulic efficiency. Impact of a jet on a hinged flat plate- problems. 06 Hr

PART-B

UNIT V

IMPACT OF JET ON CURVED VANES

Introduction, Force exerted by a jet on a fixed curved vane, moving curved vane. Introduction to

concept of velocity triangles, Impact of jet on a series of curved vanes-problems. 06 Hr

UNIT VI

PELTON WHEEL

Introduction to Turbines, Classification of Turbines. Pelton wheel- components, working and

velocity triangles. Maximum power, efficiency, working proportions- problems. 07 Hr


PAGE 37 MVJCE

UNIT VII

KAPLAN TURBINES

Introduction, Components, Working and Velocity triangles, Properties of the Turbine, Discharge

of the Turbines, Number of Blades-Problems. Draft Tube: Types, efficiency of a Draft

tube.Introduction to Cavitation in Turbines. 07 Hr

UNIT VIII

CENTRIFUGAL PUMPS

Introduction, Classification, Priming, methods of priming. Heads and Efficiencies. Equation for

work done, minimum starting speed, velocity triangles. Multistage Centrifugal Pumps ( Pumos

in Series and Pumps in parallel). Characteristic Curves for a Single stage Centrifugal Pumps-

problems. 06 Hr

TEXT BOOKS:

1. ‘A TextBook of Fluid mechanics & Hydraulic Machines’- R.K.Rajput, S.Chand & Co,

New Delhi, 2006 Edition.

2. ‘ Text Book Of Fluid Mechanics& Hydralic Machines’- R.K.Bansal, Laxmi Publications,

New Delhi, 2008 Edition.

3. ‘ Fluid Mechanics and Turbomachines’- Madan Mohan Das, PHI Learning Pvt. Limited,

New Delhi. 2009 Edition.

REFERENCE BOOKS:

1. ‘ Introduction to Fluid Mechanics’ – Robert w. Fox: Philip j. Pritchard: Alan t. McDonald,

Wiley India, New Delhi, 2009 Edition.

2. ‘Introduction To Fluid Mechanics’ – Edward j. Shaughnessy,jr; Ira m. Katz:; James p

Schaffer, Oxford University Press, New Delhi, 2005 Edition.

3. ‘Hydraulics and Fluid Mrchanics’ – Dr. P.N. Modi& Dr S.M. Seth, Standard Book House-

New Delhi. 2009 Edition..


PAGE 38 MVJCE

LESSON PLAN


IA Marks:25 Total Hours: 52

Period


Unit – I DIMENSIONAL ANALYSIS AND MODEL STUDIES

1. Introduction, Systems of units, Dimensions of quantities

2 Dimensional Homogeneity of an equation.

3 Analysis – Raleigh’s method – problems

4 Buckingham’s π theorem – problems

5 Model Studies, Similitude

6 Non- dimensional numbers: Froude models – Undistorded and Distorted models

7 Reynold’s models – Problems

Unit – II UNIFORM FLOW IN OPEN CHANNELS

8 Introduction, Geometric properties of Rectangular &Triangular channels.

9 Geometric properties of Trapezoidal & Circular channels.

10 Chezy’s equation – problems

11 Manning’s equation – problems

12 Most economical Open Channels – Rectangular, Triangular channels - problems

13 Most economical Open Channels – Trapezoidal & Circular channels - problems

Unit – III NON-UNIFORM FLOW IN OPEN CHANNELS

14 Introduction, Specific energy, Specific energy diagram

15 Critical depth, Conditions for Critical flow – Theory & problems

16 Hydraulic jump in a Horizontal Rectangular Channel – Theory

17 Hydraulic jump in a Horizontal Rectangular Channel - Problems

18 Dynamic equation for Non – Uniform flow in an Open channel

19 Dynamic equation for Non – Uniform flow in an Open channel

20 Classification of Surface profiles – simple problems

Unit – IV IMPACT OF JET ON FLAT VANES

21 Introduction, Impulse- Momentum equation

22 Direct impact of a jet on a stationary flat plate.

23 Oblique impact of a jet on a stationary flat plate

24 Direct impact on a moving plate

25 Direct impact of a jet on a series of a jet on a series of flat vanes on a wheel.

26 Conditions for maximum hydraulic efficiency. Impact of a jet on a hinged plate -

problems


PAGE 39 MVJCE

Period


Unit – V IMPACT OF JET ON CURVED VANES

27 Introduction

28 Force exerted by a jet on a fixed curved vane

29 Force exerted by a jet on a moving curved vane

30 Introduction to concept of velocity triangles

31 Impact of jet on a series of curved vanes

32 Impact of jet on a series of curved vanes - problems

Unit – VI PELTON WHEEL

33 Introduction to Turbines

34 Classification of Turbines

35 Pelton wheel – components

36 Pelton wheel – working

37 Pelton wheel – velocity triangles

38 Maximum power, efficiency, working proportions

39 Maximum power, efficiency, working proportions - problems

Unit – VII KAPLAN TURBINES

40 Introduction

41 Components, Working and Velocity triangles

42 Properties of the Turbine

43 Discharge of the Turbines

44 Number of Blades - Problems

45 Draft Tube: Types, efficiency of a Draft tube.

46 Introduction to Cavitation in Turbines

Unit – VIII CENTRIFUGAL PUMPS

47 Introduction, Classification

48 Priming, methods of priming

49 Heads and Efficiencies

50 Equation for work done, minimum starting speed, velocity triangles

51 Multistage Centrifugal Pumps (Pumos in Series and Pumps in parallel)

52 Characteristic Curves for a Single stage Centrifugal Pumps – problems


PAGE 40 MVJCE

QUESTION BANK

FLOW IN OPEN CHANNELS

1. A rectangular channel carries water at the rate of 500 litres/sec when bed slope of 1

in 3000. Find the most economical dimensions of the channel if C=60.

2. A trapezoidal channel has side slopes of 1 h to 2v and the slope of the bed is 1 in

2000. The area of the section is 42 m2. Find the dimensions of the section if it is most

economical. Determine the discharge of the most economical section is C=60.

3. The discharge of water through a rectangular channel of width 6m is 18m3/sec when

depth of flow of water is 2m. Calculate :

i) Specific energy of the flowing water.

ii) Critical depth and Critical velocity

iii) Value of minimum specific energy

4. The depth of flow of water,at a certain section of a rectangular channel of 5m wide is

0.6m. The discharge through the channel is 15m3/sec. If a hydraulic jump takes place

on the down stream side, find the depth of flow after the jump.

WATER HAMMER IN PIPES

1. A nozzle is fitted at the end of a pipe of length 400m and of diameter 150mm. For the

maximum transmission of power through the nozzle, find the diameter of the nozzle.

Take f=0.008

2. The head of water at the inlet of a pipe of length 1500m and of diameter 400mm is

50m. A nozzle of diameter 80mm at the outlet is fitted to the pipe. Find the velocity

of water at the outlet of the nozzle if f-0.01 for the pipe.

3. The water is flowing with a velocity of 2m/sec in a pipe of length 2000m and of

diameter 600mm. At the end of the pipe a valve is provided. Find the rise in pressure

if the valve is closed in 20 seconds. Take the value of C=1420m/sec.

DIMENSIONAL ANALYSIS AND MODEL SIMILITUDE

1. The variables controlling the motion of a floating vessel through water are the drag

force F, the speed V, the length L, the density ρ and dynamic viscosity µ of water

and acceleration due to gravity g Derive an expression for F by dimensional

analysis.

2. A ship 250m long moves in sea-water, whose density is 1030 kg/m3. A 1:125 mode

of this ship is to be tested in wind tunnel. The velocity of air in the wind tunnel

around the model is 20m/sec and the resistance of the model is 50N. Determine the

velocity of ship in sea-water and also the resistance of the ship in sea-water. The

density of air is given as 1.24 kg/m3. Take the kinematic viscosity of sea-water and

air as 0.012stokes and 0.018 stokes respectively.

3. In 1:30 model of a spillway, the velocity and discharge are 1.5m/sec and 2.0m3/sec.

Find the corresponding velocity and discharge in the prototype.

4. The efficiency η of geometrically similar fan depends upon the mass density of air ρ,

its viscosity µ, speed of fan N(revolutions per sec), diameter of blades D and

discharge Q. Perform dimensional analysis.


PAGE 41 MVJCE

IMPACT OF JETS ON VANES

1. A jet of water of diameter 50mm moving with a velocity of 20 m/sec strikes a fixed

plate in such a way that the angle between the jet and the plate is 60 degrees. Find the

force exerted by the jet on the plate

i) in the direction normal to the plate

ii) in the direction of the jet.

2. A jet of water of diameter 100mm moving with a velocity of 30 m/sec strikes a

curved fixed symmetrical plate at the centre. Find the force exerted by the jet of

water in the direction of the jet, if the jet is deflected through an angle of 120 degrees

at the outlet of the curved plate.

3. A jet of water having a velocity of 30 m/s strikes a curved vane, which is moving

with a velocity of 15 m/s. The jet makes an angle of 30 degree with the direction of

motion of vane at inlet and leaves at an angle of 120 degree to the direction of motion

of vane at outlet. Calculate: (i) Vane angles, if the water enters and leaves the vane

without shock, (ii) Work done per second per unit weight of water striking the vanes

per second.

4. A jet of water having a velocity of 30 m/s. strikes a series of radial curved vanes

mounted on a wheel which is rotating at 300 r.p.m. the jet makes an angle of 30

degree with the tangent to wheel at inlet and leaves the wheel with a velocity of 4

m/s. at an angle of 120 degree to the tangent to the wheel at outlet. Water is flowing

from outward in a radial direction. The outer and inner radii of the wheel are 0.6 m

and respectively. Determine: (i) vane angles at inlet outlet, (ii) work done per second

per kg of water, and (iii) efficiency of the wheel.

HYDRAULIC TURBINES

1. Pelton wheel has a mean bucket speed of 35 m/s. with a jet of water flowing at the

rate of 1 m3/s. under a head of 270 m. the bucket deflect the jet through and angle of

170. Calculate the power delivered to the runner and the hydrologic efficiency of the

turbine. Assume co-efficient of velocity at 0.98.

2. An outwards flow reaction turbine as internal and external diameter of the runner as

0.5 m and 1.0 m respectively. The guide blade angle is 15 degree and velocity of

flow through the runner is constant and equal to 3 m/s. If the speed of the turbine is

250 r.p.m, head on turbine is 10 m and discharge outlet is radial determine: (i) The

runner vane angles at inlet and outlet,(ii) Work done by the water and the runner per

second per unit Weight of te water striking per second and (iii) Hydraulic efficiency.

3. A Kaplan turbine working under a head of 15 m develops 7357.5 KW shaft power.

The outer diameter of the runner is 4 m and hub diameter 2m. The guide blade angle

at the extreme edge of the runner 30 degree. . The hydraulic and overall efficiencies

of the turbine are 90% and 85% respectively. If the velocity of whirl is zero at outlet,

determine: (i) Runner vane angles at inlet and outlet at the extreme edge of the runner

and speed of the turbine.

4. A conical draft tube having inlet diameters 0.8 m and 1.2 m discharges water at outlet

with velocity of 3 m/s. The total length of the draft tube is 8 m and 2 m of the length

of draft tube is immersed in water. If the atmospheric pressure head is 10.3 m of

water and loss of head due to friction in the draft tube is equal to 0.25 times the

velocity head at outlet of the tube, find ; (i) Pressure head at inlet, and (ii) Effieciency

of the draft tube.


PAGE 42 MVJCE

5. The internal and external diameters of the impeller of a centrifugal pump are 300 mm

and 600 mm respectively. The pump is running at 1000 r.p.m. The vane angles at

inlet and outlet are 20degree. and 30degree respectively The water enters the impeller

radially and velocity of flow is constant. Determine the work done by the impeller

per unit weight of water.

CENTRIFUGAL PUMPS

1. Centrifugal pump having outer diameter equal to two times the inner diameter and

running at 1200 r.p.m. works against a total head of 75 m. The velocity of flow

through the impeller is constant and equal to 3 m/s. The vanes are set back at an

angle of 30 degree at outlet. If the outer diameter of the impeller, © man metric

efficiency.

2. A centrifugal pump is running at 1000 r.p.m. The outlet vane angle of the impeller is

30 degree and velocity of flow at outlet is 3 c/s. The pump is working against a total

head of 30 m and the discharge through the pump is 0.3 m3 /s. If the man metric

efficacy of the pump is 75%, determine: (i) the diameter of the impeller, and (ii) the

width of the impeller at outlet.

The diameter of an impeller of a centrifugal pump at inlet and outlet are 300 mm and

600 mm respectively. The velocity of flow at outlet is 2.5 m/s. and vanes are set back

at an angle of 45degree at outlet. Determine the minimum starting speed of the pump

if the man metric efficiency is 75 %.


PAGE 43 MVJCE

10 CV46 – BUILDING PLANNING & DRAWING


PAGE 44 MVJCE

SYLLABUS Sub Code: 10 CV46 I.A. Marks: 25



1. To prepare geomatrical drawing of component of buildings i) Stepped wall footing and

isolated RCC column footing, ii) Fully paneled and flush doors, iii) Half paneled and half-glazed

window, iv) RCC dog legged and open well stairs, v) Steel truss. 15 Hr

2. Functional design of building (Residential, Public and Industrial), positioning of various

components of buildings, orientation of buildings, building standards, bye laws, set back

distances and calculation of carpet area, plinth area and floor area ratio. 09 Hr

3. Development of plan, elevation, section and schedule of openings from the given line diagram

of residential buildings, i) Two bed room building, ii) Two storeyed building. 27 Hr

4 Functional design of building using inter connectivity diagrams (bubble diagram),

development of line diagram only for fallowing building i) Primary health centre, ii) Primary

school building, iii) College canteen iv) Office building 12 Hr

5 For a given single line diagram, preparation of water supply, sanitary and electrical layouts

06 Hr

REFERENCE BOOKS:

1 “Building Drawing”, Shah M.H and Kale C.M, Tata Mc Graw Hill Publishing co. Ltd.,

New Delhi.

2 “Building Construction”, Gurucharan Singh, Standard Publishers &distributors,New

Delhi.

3 National Building Code, BIS, New Delhi.

IA MARKS

15 Marks for term work

10 Marks for a test conducted at the end of the semester of 4hrs duration on the Line of

VTU Examination

TERM WORKS DETAILS:

Sheet No: 1 to 4 from chapter No1



Sheet No: 14 &15 from chapter No5

SCHEME OF EXAMINATION

Section-I Compulsory question from chapter No 3 for 60 Marks

Plan………………………25

Elevation…………………15

Section…………………...15 60

Schedule of opening……..05

Section-II Four questions from chapters 1, 2, 4 and 5 should be set, out of which two have to

be answered (20 x 2 = 40 Marks).

Note: No theory question shall be asked from any chapter.


PAGE 45 MVJCE

LESSON PLAN Hours / Week: 5


Session No. Topic to be covered

1.

SHEET 1: To prepare working drawing of component of building

i) Stepped wall footing and isolated RCC column footing

2. SHEET 2: To prepare working drawing of component of building

(1) Fully paneled and flush door,

3. SHEET 3: To prepare working drawing of component of building

(2) Half paneled and half-glazed window,

4.

SHEET 4: To prepare working drawing of component of building

(3) RCC dog ledged and open well stairs

(4) Steel truss

5.

• Introduction to Building Drawing

• Symbols used for representation of different materials on drawing

sheet: stone, bricks, concrete, wood, sand, glass, ground level

• Boarders, title box lettering

• Definitions: PLAN, SECTION, ELEVATION

SHEET 5: Draw the Plan, Section, Elevation and Schedule for the

given line sketch.

6.

• Bye laws for Building construction according to National Building

Code: 1) Building line ii) offset distance iii) plinth area iv) Floor

Space Index (FSI) V) Carpet area.

SHEET 6: Design & Draw a residential building an a plot with East

Orientation

7.

• Orientation and positioning of various components of building

• Principles of planning

SHEET 7: Design & Draw a residential building an a plot with North

Orientation

8. SHEET 8: Design & Draw a residential building an a plot with South

Orientation

9. SHEET 9: Design & Draw a residential building an a plot with West

Orientation

10. • Functional design of building using inter connectivity diagram

(bubble diagram)

SHEET 10: Development of line diagram for Primary health centre

11. SHEET 11: Development of line diagram for Primary school building

12. SHEET 12: Development of line diagram for College canteen

13. SHEET 13: Development of line diagram for Office building

14. SHEET 14: Sketch the sanitary, plumbing layout details on a line sketch

of a residential building.

15. SHEET 15: Sketch the electrical layout details on a line sketch of a

residential building.


PAGE 46 MVJCE

QUESTION BANK Theory Question

1) Define Orientation of a Building? How it is important in Building planning?

2) What are Principles planning?

3) Define the following: Aspect, Prospect, Roominess, Flexibility, Grouping, Privacy,

Elegance, Sanitation, Economy, Circulation

4) What are building Bye – Laws?

5) Define the following: Line of Building frontage, Set back line, Ribbon development

6) Define plan, section, elevation and schedule?

7) Explain the terms (i) Plinth area (ii) carpet area (iii) FAR

Working Drawing Of Components Of Building

1) Draw to a suitable scale, the sectional plan and front elevation of a fully paneled

double leafed door.

2) Draw a typical sectional plan and elevation of a double shuttered glazed window.

3) Draw to a suitable scale the elevation of a North Light Roof Truss for a workshop

building having a clear span of 10m. The truss rests on RCC columns at 4m intervals.

The roof is covered with corrugated AC Sheet over steel purlins.

4) Draw to a suitable scale for RCC dog legged stairs for the following conditions: Floor

to ceiling level = 3.0m, roof thickness = 0.15m, landing level = lintel level (2.1m),

Type of building = residential. Draw sectional elevation ad plan.

5) Draw the typical cross section of a lintel with chajja, for a lintel span of 1.2m, chajja

projection is 0.6m.

6) Draw longitudinal sectional elevation of a RCC beam of span 4m with suitable

reinforcement.

Residential Building

1) Design a 3-bed residential building along with all necessary amenities for a modern

living on a site measuring 30mx20m situated within the Corporation Limits-and draw

to a suitable scale plan, section, elevation, site plan.

2) Design a residential building on a site measuring 16mx27m of which 16m side falls

along the road in the East side, conforming to the local building rules regarding side

clearances and minimum floor areas for different purposes. The building is to cover

280 sq.m. Design the building providing the following requirements: a) Three

bedroom with attached bath b) One front Verandah. C) One hall d) one kitchen and

store e) one dinning hall f) one pooja room g) one common Toilet cum bath room h)

one visitors room I) one servants room. Draw to a suitable scale plan, section,

elevation, site plan.


PAGE 47 MVJCE

Public Building

1) Design a bank building with a plinth area of 143 sq.m. The site measures 24mx18m

and 18m faces the road on North side. Provide the following requirements: a) Manager

b) Working place for different counters c) Cashier d) Strong room e) Sanitary block f)

sanitary block g) Customer’s lobby. Draw to a suitable scale plan, section, elevation,

site plan

2) Design a shopping complex on a site measuring 30mx16m with 30m facing road for

the following requirement: a) Shops 10nos 32.00sq.m each b) Staircase 17.5 sq. m. c)

Toilet block 29.00 sq.m. Draw to a suitable scale plan, section, elevation, site plan

3) Design a Women’s Hostel to accommodate 100 candidate, 2 in a room along with

other necessary amenities an a site measuring 30mx50m situated within the

Corporation Limits-and draw to a suitable

4) Design a municipal office building with a Plinth area of about 520sq.m. The site

measures 50mx70m and 50m side faces the road on East side. Provide the following

accommodations: a) Chairman’s office b) Manager’s room c) Meeting hall d) Public

grievance cell e) Records section f) Office room (3 to 4 rooms) g) Audit room h)

Toilet units. Draw to a suitable scale plan, section, elevation, site plan

5) Design a Primary school building for a semi urban area with a plinth area

requirements of about 500 sq. m. on a site measuring 65mx110m of which 65m side

faces road towards West. Provide the following requirements. A) Head master room b)

common staff room with toilets c) class rooms (6No.s) d) Toilets for students (4Nos).

E) Sports cum recreation room f) small room cum meeting hall. Draw to a suitable

scale plan, section, elevation, site plan


PAGE 48 MVJCE

10 CVL47 – SURVEYING PRACTICE – II LAB


PAGE 49 MVJCE

SYLLABUS

Sub Code: 10CVL47 I.A. Marks: 25


S. No. To be covered

Exercise – 1 Measurement of horizontal angles with method of repetition and reiteration

using theodolite, Measurement of vertical angles using theodolite.

Exercise – 2 To determine the elevation of an object using single plane method when

base is accessible and inaccessible.

Exercise – 3 To determine the distance and difference in elevation between two

inaccessible points using double plane method.

Exercise – 4 To determine the tachemetric constants using horizontal and inclined line of

sight.

Exercise – 5 To set out simple curves using linear methods – perpendicular offsets from

long chord and offsets from chords produced.

Exercise – 6 To set out simple curves using Rankine’s deflection angles method.

Exercise – 7 To set out compound curve with angular methods with uing theodolite only.

Exercise – 8 To set out the center line of a simple rectangular room suing offset from

base line

Exercise – 9 To set out center lines of columns of a building using two base lines at right

angles

Demonstration

Exposure to use of Total Station. Traversing, Longitudinal sections, Block

levelling, Usage of relevant softwares for preparation of the contour

drawings.


PAGE 50 MVJCE

LESSON PLAN

Subject Code: 10CVL47 Hours / Week: 3


S. No. Topics to be covered (in detail)

1. Measurement of horizontal angles by repetition and reiteration method

2. Determination of elevation of an object using single plane method whose base

is accessible and inaccessible

3. Determination of distance and difference in elevation between two inaccessible

points using double plane method

4. Determination of tacheometric constants using horizontal line of sight

5. Determination of distance between two inaccessible points suing tacheometric

principles

6. Setting out simple curves using linear methods-perpendicular offsets from long

chord and offsets from chords produced

7. Setting out simple curves using Rankine's deflection angles method

8. Using theodolite setting out compound curve

9. Using theodolite setting out reverse curve between two parallel line

10. To set out the center lines of a simple rectangular room using offset from the

base

11. To set out the center lines of columns of a building using two base lines at

right angles

12. To determine height of a remote object, horizontal distance and co-ordinates of

points using Total station Instruments


PAGE 51 MVJCE

VIVA QUESTIONS

1. What are the temporary adjustments of theodolite?

2. What is the difference between single plane & double plane method of theodolite?

3. How to eliminate the parallax?

4. Define curve? Where it is provided?

5. Define the degree of curve?

6. Name the different types of Horizontal curves?

7. Differentiate between the compound & reverse curves?

8. Explain in connection with curves- 1)P.C 2)P.T 3)P.I 4)P.C.C

5)P.R.C

9. What do you mean by super-elevation?

10. What is centrifugal ratio?

11. Define transition curve?

12. What are the different types of transition curves?

13. What are the different types of vertical curves?

14. In what circumstances the vertical curves are provided?

15. Explain summit and valley curves?

16. Differentiate between compound and combined curves?


PAGE 52 MVJCE

10 CVL48 – APPLIED ENGINEERING GEOLOGY LAB


PAGE 53 MVJCE

SYLLABUS Sub Code: 10CVL48 I.A. Marks: 25



Exercise-1

Describe and identify the minerals based on their physical, special properties, chemical

composition and uses. Study of important rock forming minerals, ores and other

important industrial minerals. (As per the III semester theory syllabus) 2 practicals

Exercise-2

Describe and identify the rocks as per the theory syllabus by giving their physical

properties and engineering uses. 2 practicals

Exercise-3

Study of Geological maps and their sections: interpreting them in terms of selecting the

sites for various civil engineering structures. 3 practicals

Exercise-4

Dip and strike (surface method) problems: To find out the dip and strike of the

geological formation to select suitable site for civil engineering structures. 2 practicals

Exercise-5

Borehole problems (sub surface dip and strike): three point level ground methods

2 practicals

Exercise-6

Thickness of strata (out crops) problems: To determine the true thickness, vertical

thickness and the width of the out crops on different topographical terrain. 1 practical

Exercise-7

Filed visit to Civil engineering projects –Dams, Reservoirs, Harbours etc. 3 days

SCHEME OF EXAMINATION

1. Identification of Minerals (5 Nos.): 5x2 : 10 marks

2. Identification of Rocks (5Nos.): 5x2 : 10 marks

3. Geological Map: 1x 15 : 15 marks

4. Borehole Problems: 1x 05 : 05 marks

5. Dip and Strike Problems: 1x04 : 04 marks

6. Thickness of strata problems: 1x03 : 03 marks

7. Viva- Voce: 03 marks


PAGE 54 MVJCE

LESSON PLAN

Sub Code: 10CVL48 Hours / Week: 3

IA Marks:25 Total Hours:42

S.No. Name of Practical

1 Quartz and its varieties Rock crystal, Rosv Quartz, Milky Quartz, Amethyst,

gray quartz, blood stone, flint, agaite, chert, Jasper,Chalcedony, Opal

2 Feldspar group: Orthoclase, Plagioclase, Microcline

Muscovite Biotite Hornblende, , Augite Olivine serpentine, Asbestos kaolin,

talc, Garnet, Corundum. Gypsum, and baryte

3 Carbonates: Calsite, dolamite, Magnesite,

Ore – minerals, Hematite, limonite, chromite, Iron pyrite, chlcopyrite,

Pyrolusite, psilomelane, bauxite and gale

4 Identification of rocks based on their geological properties

Igneous rocks:, Granite, Syenite, Diorite, gabbro,Dunite, Porphyries,

dolerite,Pegmatite, Basalt, Rhyolite. Pumice

5 Sedinentary rocks: Sandstone, Limestone Shale ,Breccia, Conglomerate, and

Laterite.

6. METAMORPHIC ROCKS: Gneiss, Quartzite. Marble Slate, Phyllite, Schists,

and Charnockite

7 Thickness problems: 3 type

8.

DIP AND STRIKE PROBLEMS:

Definition of Dip and Strike, Types of Dips,

1Method: Determination of True Dip Direction (TDD) And True Dip Amount (tda) ADA= ADD=

ADA= ADD=

TDA=? TDD=?

9. 11 Method: Determination of Apparent Dip AMOUNT (ADA) TDA= TDD=

ADA=? ADD

10. 111-Method: Determination of Apparent Dip Direct

Ion (ADD) TDA= TDD=

ADA= ADD=?

11 Bore hole problems

(Three point problems)

Triangle Method

12. Bore hole problems

(THREE POINT PROBLEMS)

Square Method

13. STUDY OF GEOLOGICAL MAPS:

INCLUDING FIELD GEOLOGICAL MAPS:

DEFINITION OF SOME SIMPLE TERMS:

Geological map, Topographic map, Map, Contour, Contour interval,

Characteristics of Contours.

14

Profile, Dip and Strike,

FOLDS: Anticline, Syncline Faults

Unconformities

Dyke, Sill, Batholiths.

Study of Geological Map No,s 1 AND 2 Along with Geological history.

15. STUDY OF GEOLOGICAL MAPS


PAGE 55 MVJCE

ORAL QUESTIONS

1. What is a mineral?

2. What is a luster?

3. What is a cleavage?

4. What is hardness in minerals?

5. What is fracture in minerals?

6. What is streak? and especially for Hematite?

7. What is hardness of Streak plate?

8. Which mineral is called as Fools gold why?

9. How do you distinguish the following pairs of minerals?

a) Quartz and Calcite?

b) Garnet and corundum

10. What are Rock-forming minerals?

11. Mention the varieties of Quartz? Give examples?

12. 12, What are ore forming minerals? Give examples?

13. Mention the varieties of Feldspars?

14. Name the minerals used in Gemstones?

15. Mention the uses of Mica ?

16. What is the difference between cleavage and fracture?

17. What are rocks? How are they classified with examples?

18. What is porphyritic texture? In which rock you observe clearly the same? Similarly

for pegmatitic texture, Vesicular texture and Amygdaloidal texture

19. Name the Volcanic igneous rocks?

20. Name the Hypobyssal igneous rocks?

21. Name the plutonic igneous rocks?

22. Name the Metamorphism? and the agents of metamorphism?

23. What is metamorphism? and the agents of metamorphism?

24. What is the difference between magma and lava?

25. Name the Concordant bodies and discordant igneous rocks?

26. What is texture and mention the types of textures in igneous rocks?

27. What are Essential minerals in a rock? Give examples.

28. What are mechanically formed sedimentary rocks?

29. Name two organically formed sedimentary rocks?

30. What do you mean by cementation? Give two examples of cemented rocks?

31. What are Fossils?

32. Which sedimentary rock answer acid test and why?

33. What is dip and Strike? Mention the instrument used to measure the dip and strike?

34. What is overlap and unconformity?

35. What is contour? and contour interval?

36. What is an outcrop?

37. Define stratum contour?

38. What is profile?

39. What is the difference between Bed and Bedding plane?

40. Distinguish between Joint and Fault?

41. How are you going to identify dyke, sill in a given geological map?

42. Distinguish between Mineral and a rock

43. Distinguish between rock and Stone? examples?

44. What are the rocks available in and around your college?

45. What is the common rock you find around your college?

46. What is chief rock used in the manufacture of Cement?


PAGE 56 MVJCE

47. What is the rock used in the manufacture of Brick and Tiles?

48. How is fault recognized in the map and field?

49. How is unconformity recognized in the map and field.

50. Describe the Compass clinometer?

51. Explain Dip slope and Escarpment slope?

52. What is a Dam? Mention the examples of multipurpose dams

53. What is a Dam? What are the dams you have seen.

54. Favorable factors for selecting a Dam site, Reservoir site and tunnel site?

55. Describe the Safely and Stability of Dam?

56. What do you mean by water tightness of Reservoir ?

57. How is soil formed?

58. Explain why soil erosion has to be prevented in the carchment area?

59. Define Focus, Epicenter, and Iso-seismal lines?

60. Distinguish between Seismograph and seismogram?

61. What is Water table?

62. What are Aquifers?

63. What are the Stages of a river?

64. What is weathering? Describe the types of Weathering.

Oral Questions with Answers

65. In What type of minerals cleavages are possible? Explain why?

Ans. Only in case of crystalline mineral cleavages is possible because it depends on

internal molecule structure. In a mineral we have both anion and cat ion When a

maximum pressure is applied along the direction of mineral will split and new split

surface will be smooth cleavage, Based on the study of cleavage structures, In a

mineral there can be a plane of a direction where only of maximum no, of anions

only are distributed. Quartz is not having any cleavage even though it is a

crystalline.

66. In what of minerals cleavages are absent and why?

Ans. In non-crystalline mineral cleavages are absent. Because they are not made up of

anions and cations.

67. How do you estimate Specific gravity of a mineral?

Ans. Bounce the given mineral in the palm and refer the weight felt to the standard table

given below-

68. Give the chemical composition of –

Quartz-Sio2

Orthoclase-KAIsi3O8

Pyrite -Fe’s

Chromite – Fecr2o4

Pyrolusite-Mno2

Hornblende-Ca Ag Fe A1

Beryl-Be3 Al2 (SIO3)6

Calcite- CaCo3

Magnetite-Fe3O4

Galena-PBS

Augite-Ca A1 Mg Fe

Biotite-H2K(MgFe) 3A1(SiO4)3

Gypsum-CaSo4. 2H20

Hematite-Fe2O3

Bauxite-A12O32H2O

Olivine-(MgFe) SiO4

Talc-Hydrous Mg. Silicate.


PAGE 57 MVJCE

69. Name the important minerals with their chemical composition

Ans. Ore of Iron Hematite Fe2O3

Ore of Manganese Pyrolusite Mno2

Ore of Aluminum Bauxite Al2o3.2H2o

Ore of Lead Galena PBS

Ore of Chromium Chromite FeCr2O4

Ore of Copper Chalcopyrite CuFeS2

Refractory Dolomite CaMg(CO3)2

Stuffs Limonite 2 Fe2O3, H2O

70. What is Laterite? What are its Special properties?

Ans. Laterite is sedimentary residual rock. The Special character are- It is concretionary,

Porous, When fresh very soft can be cut, When sundries it becomes stone hard.

71. List the textures in sedimentary rocks?

Ans. Rudaceous (Pebbly) Breccia and Conglomerate

Arenaceous (Sandy) Sandstone, Grit

Argillaceous (Clayey) Shale

Siliceous (Silica) Jasper, Chert, Flint

Chitenous (Clay) Shale

Calcareous (CaCo3) Limestone

Ferruginous (Iron) Clay ironstone

Ferruginous Iron stone

72. What is Augen gnesis?

Ans. They is the metamorphic gnesis rocks with augen structure.

73. Name the important rocks suitable for

a) Building stones –Granite, Granite porphyry, Basalt, Sandstone’s, Laterite, Gneiss,

Charnokite

b) Ornamental stones --Granite, Syenite, Diorite, Gabbro, Dunite, Granite porphyry,

Dolerite, Breccia, Red Sandstone, Shell Limestone. Marble, Quartzite, Gneiss,

Augen gneiss, Charnockite.

c) Paving Stones –Granite, Granite porphyry, Syenite porphyry, Diorite Porphyry, Red

Sandstone, Gneiss.

d) Concrete aggregates –Granite, Diorite, Gabbro, Dolerite, Basalt, Sandstone, Shale,

Limestone, Gneiss.

e) Road metal –Granite, Diorite, Gabbro, Dolerite, Basalt, Sandstone, Laterite,

Quartzite,Shale.

f) Railway Ballast –Granite, Gabbro, Basalt, Sandstone, Quartzite, Gneiss.

g) Flooring | Roofing ---------- Marble, Slate.

h) Sculpturing –Granite.

i) Fertilizer –Basalt.

74. Buildings constructed by what type of rock?

a) Bangalore palace

b) Vidhana soudha-

c) S.J.Polytechnic

d) Technological Institute-

e) Town hall-


PAGE 58 MVJCE

f) Tippusulthan’s Fort of Bangalore-

g) Gavi Gangadhareshwara Temple of Gavipur, Bangalore-

h) Main Building of Indian Institute of Science-Bangalore-

i) Corporation office -

j) Accountant office-

Ans. Granite.

75. What is the rock used for the construction of --

Taj mahal Marble

Redfort Sandstone

Fathepur Sikri Sandstone

Belur and Halebeid Temples Granite

76. Rock Suitable for Carving statues

Ans. Marble

77. Large MONOLITHIC STATUES

Ans. Granite – Gomateshwara.

78. Suggest a rock for -

a) Flooring Marble

b) Foundation -conglomerate

c) Superstructure Granite

d) Pavement - Gneiss

e) Interior Decoration Marble.

SCHEME OF TEACHING & EXAMINATION Semester.pdf · PROBABILITY THEORY - I Probability of an event,...

Documents

Transcript of SCHEME OF TEACHING & EXAMINATION Semester.pdf · PROBABILITY THEORY - I Probability of an event,...