academic hand book 2017-2018 iv b. tech ce i ...vnrvjiet.ac.in/download/academicplans/iv-1ce.pdfvnr...

VALLURUPALLI NAGESWARA RAO VIGNANA JYOTHI INSTITUTE OF ENGINEERING & TECHNOLOGY

AN AUTONOMOUS INSTITUTE

(Approved by AICTE - New Delhi, Govt. of A.P.)

Accredited by NBA and NAAC with ‘A’ Grade

Vignana Jyothi Nagar, Bachupally, Nizampet (S.O.), Hyderabad-500 090. A.P., India.

ACADEMIC HAND BOOK

2017-2018

IV– B. TECH CE

I SEMESTER

VNR VIGNANA JYOTHI INSTITUTE OF ENGINEERING AND TECHNOLOGY

AN AUTONOMOUS INSTITUTE

VISION

A Deemed University of Academic Excellence, for National and International Students Meeting

global Standards with social commitment and Democratic Values

MISSION

To produce global citizens with knowledge and commitment to strive to enhance quality of life

through meeting technological, educational, managerial and social challenges

QUALITY POLICY

• Impart up to date knowledge in the students chosen fields to make them quality Engineers

• Make the students experience the applications on quality equipment and tools.

• Provide quality environment and services to all stock holders.

• Provide Systems, resources and opportunities for continuous improvement.

• Maintain global standards in education, training, and services


BACHUPALLY, NIZAMPET (S.O), HYDERABAD – 500090

LESSON PLAN: 2017-18

A Good Lesson Plan is instrumental for the delivery of course content in a competent way so that students get benefited in view of

learning, developing good skill set, updating with current trends in industry etc., Delivery including latest trends in the technology and

applications brings deep insight of the course in students. As the plan includes the home assignments, quizzes, course projects etc., it

carries out the continuous assessment of student learning (course outcomes).

The course delivery in adherence to the lesson plan is ensured through course level audit forms on regular basis.

IV B. Tech :(I/III) Sem : (CE) L T/P/D C

4 1 4

Course Name: Finite element method Course Code:

13CED029

Names of the Faculty Member : Tejaswi Kota

Number of working days : 75

Number of Hours/week : 5

Total number of periods planned : 64

1. PREREQUISITES

Engineering mathematics,

Structural Analysis-II

2. COURSE OBJECTIVES

• Understand the general steps of finite element methods.

• Apply the basic finite element formulation techniques for structural mechanics problems.

• Equip the students with the Finite Element Analysis fundamentals.

• Enable the students to perform engineering simulations using Finite Element Analysis software

VNR VJIET/ACADEMICS/2017/Formats/ I

3. COURSE OUTCOMES (COs) • CO-1 : Discuss the importance of Finite element methods to solve Structural mechanics complex problems

• CO-2: Derive equations in finite element methods for 1-Dand 2-D problems.

• CO-3: Ability to formulate and solve basic problems in structural mechanics using different Elements.

• CO-4: Evaluate the Integral expressions using Guassian Quadrature formula

4. MAPPING OF COs WITH POs

Course

Outcomes

(COs)

Program Outcomes (POs)

A b c d e f g h i j k l

CO 1 3 3 3 3 3 3 3 1 1 2 1 1

CO 2 3 3 3 3 3 3 2 2 1 1 1 2

CO 3 3 3 3 3 3 3 2 1 2 1 2 1

3: High correlation, 2: Moderate correlation and 1: Low Correlation

5. LEARNING RESOURCES:

(i) TEXT BOOKS

1. Finite Elements Methods in Engineering by Tirupati.R. Chandrepatla and Ashok D. Belegundu - Pearson Education

Publications.

2. Finite element analysis by S.S. Bhavakatti-New age international publishers

3. .Finite element analysis by David V Hutton, Tata Mcgraw Hill, New Delhi

(ii) REFERENCES (Publications/ Open Learning Resources)

1. Concepts and Applications of Finite Element Analysis by Robert D.Cook, David S. Malkus and Michael E.Plesha. Jhon

Wiley and Sons.

2. Finite Element analysis – Theory and Programming by C.S.Krishna Murthy- Tata Mc.Graw Hill Publishers.

3. Finite Element methods by Daryl logar

(a) Publications

(b) Open Learning Resources for self learning

I. http://nptel.ac.in/courses/105105041/

II. https://www.coursera.org/learn/finite-element-method

(iii) JOURNALS

6. DELIVERY METHODOLOGIES

DM1: Chalk and Talk

DM2: Learning by doing DM6: Case Study (Work on real data)

DM3: Collaborative Learning (Think Pair Share, POGIL, etc.) DM7: Group Project

DM4: Demonstration (Audio Visuals)

7. PROPOSED FIELD VISITS/ GUEST LECTURE BY INDUSTRY EXPERT

Amrithan Rajgopalan -IITH

8. ASSESSMENT

AM1: Semester End Examination AM2: Mid Term Examination

AM3: Home Assignments AM4: Open Book Test

AM5: Objective Test AM6: Quizzes

AM7: Course Projects**

** COURSE PROJECTS

9. WEIGHTAGES FOR PROPOSED ASSESSMENT METHODOLOGIES

For R13

S. No. Assessment Methodology

Weightages in marks for

the courses with Course

project

Weightages in marks

for the courses without

Course project

1. Assignment Open book test 5 50% 5

http://nptel.ac.in/courses/105105041/

https://www.coursera.org/learn/finite-element-method

2. Home assignment 50%

3. Course project 2% -

4. Internal Examination 25 25

5. External Examination 70 70

10. SIMULATION SOFTWARES (If any)

ANSYS, ABAQUS, MATLAB

11. DETAILED COURSE DELIVERY PLAN

UNIT No. : 1

Introduction: Basic concepts of the FEM – Steps of the FEM – Advantages and Disadvantages- – Applications - Discretization-A general procedure for

Finite element analysis.

Principles of Elasticity: Equilibrium equations – Strain displacement relationships-Stress-Strain Relations- Plane stress, Plane strain problems- Axi-

symmetric bodies of revolution with axi-symmetric loading.

LEARNING OUTCOMES:

On Successful Completion of all learning activities provided in the Unit , a Student will be able to

1. Explain the Historical development of Finite element method (F .E. M)

2. Describe the general steps of the F.E.M

3. List the advantages and disadvantages of F.E.M.

4. List the typical areas of Engineering where the F.E.M. is applied.

5. Describe the commonly used methods for deriving the element stiffness matrix and Element equations.

6. Describe the theorem of stationary potential energy.

7. Explains how the principle of minimum potential energy forms the basis for deriving finite element equations.

8. Describe the Raleigh-Ritz method of approximation.

9. Differentiate between Raleigh-Ritz method and Finite element method.

10. Compare between Potential energy method and Raleigh – Ritz method

11. Explain the concept of discretization.

12. Define state of stress at a point.

13. Develop the differential equations of equilibrium for a 2-dimensional stress system.

14. Develop the differential equation of equilibrium for a 3-dimensional stress system.

15. Develop strain – displacement relationship for a 3D elastic body.

16. Develop the stress-strain relationship for a 3D elastic body.

17. Differentiate between plane stress and plane strain problem.

18. Develop the stress-strain relation for axisymmetric bodies subjected to axisymmetric loading

TEACHING PLAN

S. No. Contents of syllabus to

be taught

No. of

Lecture

Periods

Lecture

Dates

Proposed

Delivery

Methodologi

es

Learning Resources /

References

(Text Books /

Journals /

Publications/ Open

Learning Resources)

Course

Outcomes

1. Introduction, Background of

Finite Element Analysis

1st & 2nd

hour

10 July 2017

PPT + Video SS. Rao

Chandrupatla

Introduced to

Background

of Finite

Element

Analysis

2. Concepts of Elements and

Nodes

3rd & 4th

hour 11 July 2017

14 July 2017

Black board +

PPT SS. Rao

Chandrupatla

Introduced to

Concepts of

Elements and

Nodes

3. Degrees of Freedom 5th 15 July 2017

Black board +

PPT

SS. Rao

Chandrupatla

Types of

Degrees of

Freedom

4. General procedure of finite

element analysis

6th & 7th

hour

18 July 2017

21 July 2017

Black board +

PPT SS. Rao

Chandrupatla

Got the

General

procedure of

finite

element

analysis

5. Differential equations of

equilibrium for 2D &3D elastic

body

8th hour

22 July 2017

Black board +

PPT SS. Rao

Chandrupatla

Derived the

Differential

equations of

equilibrium

for 2D &3D

elastic body

6. Stress-strain relations ,Plane

stress and plane strain

problems

9th to 13th

hour 24 July 2017

25 July 2017

28 July 2017

29 July 2017

Black board +

PPT SS. Rao

Chandrupatla

Derived the

Stress-strain

relations

,Plane stress

and plane

strain

problems

7. Explanation of steps with an

example

14th to 15th

hour 31 July 2017 Black board +

PPT SS. Rao

Chandrupatla

Understood

the steps

with an

example

8. Axisymmetric bodies subjected

to axisymmetric Loading

16th hour

01 August 2017

Black board +

PPT SS. Rao

Chandrupatla

Derived the

Axisymmetric

bodies

subjected to

axisymmetric

Loading

9. Energy Principles, Minimum

potential energy and problems

17th to 19th

hour 05 August 2017

07 August 2017

08 August 2017

Black board +

PPT SS. Rao

Chandrupatla

Derived

Energy

Principles,

Minimum

potential

energy and

problems

10. Raleigh -Ritz method 20th hour

11 August 2017

Black board +

PPT

SS. Rao

Chandrupatla

Deriving

Raleigh -Ritz

method

11. Exercise problems on Raleigh-

Ritz method

21st to 23rd

hour 12 August 2017

18 August 2017

19 August 2017

Black board +

PPT SS. Rao

Chandrupatla

Solving

problems on

Raleigh-Ritz

method

12. Tutorial1 24th & 25th

hour 21 August 2017

Black board +

PPT

SS. Rao

Chandrupatla

Practicing te

problems in

unit-1

UNIT: 2:

One dimensional FEM Stiffness matrix for bar element - shape functions for one dimensional element – one dimensional problems

LEARNING OUTCOMES:

On successful completion of all learning activities in the chapter , a student will be able to

1. Explain Local and global axis.

2. Identify the Significance of Element stiffness matrix

3. Derive the stiffness matrix for bar and beam element

4. Describe the properties of element stiffness matrix.

5. Differentiate the local coordinate system and global coordinate system.

6. Generate the shape functions for I-D element

7. Formulate the condensed stiffness matrix.

8. Analyze the stepped bar subjected to axial loads.

9. Analyze the structural problems with initial strain and temperature effects.

S.

No.

Contents of

syllabus to be

taught

No. of

Lecture

Periods

Lecture Dates

Proposed

Delivery

Methodolo

gies


References

(Text Books / Journals /

Publications/ Open Learning

Resources)

Course

Outcomes

1. Different elements 26th hour 22 August 2017 PPT + Video

SS. Rao

Chandrupatla

Bhavikatti

Understanding Different elements

2. Stiffness matrix for bar element

27th hour 26 August 2017 Black board + PPT

SS. Rao

Chandrupatla

Bhavikatti

Derivation of Stiffness matrix for bar element

3. shape functions for one dimensional element

28th hour 28 August 2017

Black board + PPT

SS. Rao

Chandrupatla

Bhavikatti

Understanding the shape functions for one dimensional element

4. Stiffness matrix for truss element

29st to 30th hour

28 August 2017

29 August 2017

Black board + PPT

SS. Rao

Chandrupatla

Bhavikatti

Derivation of Stiffness matrix for truss element

5. Problems on truss element

31rd to 32th hour

01 September 2017

02 September 2017

Black board + PPT

SS. Rao

Chandrupatla

Bhavikatti

Solving Problems on truss element

6. Stiffness matrix for beam element

33st to 34th hour

11 September

2017

12 September

2017

Black board + PPT

SS. Rao

Chandrupatla

Bhavikatti

Derivation of Stiffness matrix for beam element

7. Problems on beam element

35th hour 15 September 2017

Black board + PPT

SS. Rao

Chandrupatla

Bhavikatti

Solving Problems on beam element

UNIT: 3

Two Dimensional FEM

Different types of elements for plane stress and plane strain analysis – Displacement models – generalized coordinates – shape functions – convergent and compatibility requirements – Geometric invariance – Natural coordinate system – area and volume coordinates Learning objectives:

1. After completion of the unit , Student must be able to 2. Formulate the elements for plane stress and plane strain problems. 3. Analyze the Three noded Triangular element 4. Analyze the four noded Quadrilateral elements. 5. Compare the one dimensional Truss element and Plane truss element. 6. Identify the necessity of Convergence requirements in Finite element formulation . 7. Differentiate between the h-refinement and p-refinement. 8. Describe the compatible and incompatible element. 9. Recognize the significance of geometric Invariance. 10. Generate the Shape functions for 2-D elements 11. Identify the Relation between Area coordinates and Shape functions for three node triangular element. 12. Identify the Relation between Volume coordinates and shape functions for Four node tetrahedral element. 13. Compare and contrast between Linear strain triangle (LST) and Constant Strain Triangle (CST)

S.

No.

Contents of syllabus

to be taught

No. of

Lecture

Periods

Lecture Dates

Proposed

Delivery

Methodo

logies

Learning Resources / References


Publications/ Open

Learning Resources)

Course

Outcomes

1. Different elements 36th hour 16 September 2017 PPT + Video

SS. Rao

Chandrupatla

Bhavikatti

Understanding Different elements

2. Displacement models, generalized coordinates

37th to 38th hour 18 September 2017

Black board + PPT

SS. Rao

Chandrupatla

Bhavikatti

Deriving Displacement models, generalized coordinates

3. shape functions for two dimensional element

38th to 39th hour

18 September 2017

19 September 2017

Black board + PPT

SS. Rao

Chandrupatla

Bhavikatti

Deriving shape functions for two dimensional element

4. convergent and compatibility requirements

40st hour 23 September 2017

Black board + PPT

SS. Rao

Chandrupatla

Bhavikatti

Understanding convergent and compatibility requirements

5. Geometric invariance 41st hour 25 September 2017

Black board + PPT

SS. Rao

Chandrupatla

Bhavikatti

Understanding Geometric invariance

6. area and volume coordinates

42st to 44h hour

25 September 2017

26 September 2017

03 October 2017

Black board + PPT

SS. Rao

Chandrupatla

Bhavikatti

Deriving area and volume coordinates

7. Revision 45th hour 06 October 2017

Black board + PPT

SS. Rao

Chandrupatla

Bhavikatti

Solving Problems

UNIT: 4

Isoparametric Formulation. Concepts of, isoparametric elements for 2D analysis -formulation of CST element, 4 –noded and 8-noded iso-parametric quadrilateral elements –

Lagrangian and Serendipity elements.

Learning objectives:

After successful completion of all learning activities in the chapter, a student will be able to

1. Formulate the Isoparametric element for bar element.

2. Identify the significance of Isoparametric element.

3. Recognize the use of simple natural coordinate system in Isoparametric concept.

4. Develop the Shape functions for Four node Quadrilateral Isoparametric element

5. Develop the Shape functions for Eight node quadrilateral Isoparametric Element

6. Derive the Jacobian for a bar element

7. Derive the Jacobian for plane elements.

8. Differentiate between Lagrangian elements and serendipity elements.

9. Explain the Subparametric and super parametric elements

S.

No.

Contents of syllabus to

be taught

No. of

Lecture

Periods

Lecture Dates

Propose

d

Delivery

Method

ologies


References


Publications/ Open

Learning Resources)

Course

Outcomes

1. Concepts of, isoparametric elements for 2D analysis

45th hour

06 October 2017

PPT + Video

SS. Rao

Chandrupatla

Bhavikatti

Understanding Concepts of, isoparametric elements for 2D analysis

2. formulation of CST element 46th to 47th hour

07 October 2017

09 October 2017

Black board + PPT

SS. Rao

Chandrupatla

Bhavikatti

formulation of CST element

3. formulation of 4 –noded iso-parametric quadrilateral

48nd to 50rd hour 09 October 2017

Black board +

SS. Rao

Chandrupatla

formulation of 4 –noded iso-

elements 10 October 2017

13 October 2017

PPT Bhavikatti

parametric quadrilateral elements

4. formulation of 8-noded iso-parametric quadrilateral elements

51th to 52th hour

14 October 2017

16 October 2017

Black board + PPT

SS. Rao

Chandrupatla

Bhavikatti

formulation of 8-noded iso-parametric quadrilateral elements

5. Problems 53th to 54th hour 16 October 2017

17 October 2017

Black board + PPT

SS. Rao

Chandrupatla

Bhavikatti

Solving Problems

6. Lagrangian and Serendipity elements.

55st

20 October 2017

Black board + PPT

SS. Rao

Chandrupatla

Bhavikatti

Understanding Lagrangian and Serendipity elements.

7. Revision 56th

21 October 2017

Black board + PPT

SS. Rao

Chandrupatla

Bhavikatti

Revision

UNIT: 5

Solution Techniques:

Numerical Integration, static condensation, assembly of elements and solution techniques for static loads

Learning objectives:

After successful completion of all learning activities in the chapter, a student will be able to

1. Identify the significance of numerical equation of definite integrals for Finite element work. 2. Derive the one point Gauss formula 3. Derive the two point Gauss formula 4. Use the Three point Gaussian Quadrature 5. Formulate the Condensed stiffness matrix

S.

No.

Contents of

syllabus to be

taught

No. of

Lecture

Periods

Lecture Dates

Proposed

Delivery

Methodologies


References

(Text Books / Journals

/ Publications/ Open

Learning Resources)

Course Outcomes

1. Numerical Integration 57th to 59th hour

23 October 2017

24 October 2017

PPT + Video SS. Rao

Chandrupatla

Bhavikatti

Understanding Numerical Integration and deriving 1, 2 ,3 point integration

2. static condensation 60th hour

27 October 2017

Black board + PPT SS. Rao

Chandrupatla

Bhavikatti

Understanding static condensation

3. assembly of elements and solution techniques for static loads

61nd to 63rd hour 28 October 2017

30 October 2017

31 October 2017

Black board + PPT SS. Rao

Chandrupatla

Bhavikatti

assembly of elements and solution techniques for static loads

HOME ASSIGNMENT - No.

Issue date: dd/mm/yyyy Submission date: dd/mm/yyyy

-----------------------------------------------------------------------------------------------------------------------------------------------------------------

TUTORIAL QUESTIONS

--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

1. Explain the Historical development of Finite element method (F .E. M) 2. Describe in detail the general steps of the F.E.M 3. List the advantages and disadvantages of F.E.M. 4. List the typical areas of Engineering where the F.E.M. is applied. 5. Describe the commonly used methods for deriving the element stiffness matrix and Element equations. 6. Explain the concept of discretization. 7. Why polynomials are used as shape functions? 8. Explain simplex and complex elements? 9. What are the locations at which nodes can be positioned during discretization? 10. What are the shape functions for the linear element? 11. Write the shape functions for a two dimensional triangular element? 12. How many primary nodes are required to define a quadrilateral element? 13. Describe the theorem of stationary potential energy.

14. Solve for the nodal displacement and support reactions, using the principle of Min. Potential Energy for the system shown in Figure.

15. Describe the Raleigh-Ritz method of approximation with validation of the method with a simply supported beam subjected to udl of w/ unit

length intensity. 16. Differentiate between Raleigh-Ritz method and Finite element method. 17. Compare between Potential energy method and Raleigh – Ritz method 18. Develop the differential equations of equilibrium for a 2-dimensional stress system. 19. Develop the differential equation of equilibrium for a 3-dimensional stress system. 20. Develop strain – displacement relationship for a 3D elastic body. 21. Develop the stress-strain relationship for a 3D elastic body. 22. Develop the Shape functions for a Bar and Beam elements in Cartesian coordinate system.

23. Derive the stiffness matrix for a beam element.

24. Derive the shape functions for higher order 1-D element in natural coordinate system.

25. Generate the load vector for 1-D problems.

26. How do you model the 1-D Structural problems using Finite element problems?

27. Develop the stiffness matrix for a CST element for a plane stress condition.

28. Compare and contrast LST and CST.

29. Discuss the compatibility and convergence requirements.

30. Prove that the Area coordinates are same as that of shape functions for a CST element.

31. Using Isoparametric concept, derive the shape functions for eight noded Isoparametric Quadrilateral Element.

32. Discuss the importance of natural coordinate system in deriving the stiffness matrix using the Isoparametric concept.

33. Distinguish between subparametric, Isoparametric and super parametric elements.

34. Discuss in detail how the Numerical evaluation is effective in carrying out the Finite element work.

K2 K1 K3

20kN 10kN

1

2 3

4

K1=1200kN/m

K2=1800kN/m

K3=1500kN/m

35. Discuss the Two point and Three point formula, how they can be used in finite element analysis

12. MODEL QUESTION PAPER

(END EXAMINATION)


(Autonomous) B. Tech IV Year I Semester Regular Examinations, November 2017

Model Paper

13CED029 Finite Element Methods (Civil Engineering)

Time: 3 hours Max. Marks = 70

Part A: Compulsory (30 Marks)

Part B: Answer any Four

Part A

1. Answer the following in one or two sentences 5x1=5

a. What is meant by finite element?

b. What is a beam element?

c. Write any two properties of stiffness matrix?

d. Define the term shape function?

e. Write the strain displacement matrix for a one dimensional bar element.

2. Answer the following very briefly 5x2=10

a. What are the properties of the shape function?

b. How do you calculate the order of the stiffness matrix?

c. Explain simplex and complex elements?

d. What is the stiffness matrix for truss element inclined at an angle Ɵ?

e. Explain about the principle of minimum potential energy.

3. Answer the following briefly 5x3=15

a. Why polynomials are used as shape functions?

b. Write strain-Displacement matrix for a CST element.

c. What are the ways in which a three dimensional problem can be reduced to a two dimensional problem.

d. If a displacement field is described by u = (-x2+2y2+6xy) ×10-4; v= (3x+6y-y2) × 10-4 determine strain in x direction, strain in y direction and shear strain in xy plane.

e. Explain about plane stress and plane strain conditions with suitable examples.

Part-B

Answer Any Four Questions 4X10=40

1. a) Discuss the generalized procedure of Finite Element Method. [6 Marks]

2. b) Discuss the various Engineering applications of Finite Element Method [4 Marks]

3. Explain the principal of minimum potential energy and Solve for the nodal displacement and support reactions, using the

principle of Min. Potential Energy for the system shown in Figure. [10 Marks]

4. Derive the element Stiffness matrix for a 3 noded CST element.

5. a. Consider isoparametric quadrilateral element shown in figure, map the point r = 05, s= 0 in the parent element to the

corresponding physical point in the quadrilateral element. [5marks]

K2 K1 K3

200kN 100k

N

1 2 3

4 K1=1200kN/m

K2=1800kN/m

K3=1500kN/m

2, 2.5

2.4, 2.6

2, 2

2.5, 2.1

b. Use Gaussian Quadrature to obtain the exact value for the following integral. [5Marks]

1. ∫ (𝑟31

−1− 1)(𝑠2 + 𝑠)𝑑𝑟. 𝑑𝑠

6. For the two-bar truss shown in Figure 2, determine the displacements at the point of application of load [Assume Young’s Modulus as 200 GPa and Area of cross section as 200 mm2].

________________________________________________****The End*****_____________________________________________









(year) B. Tech :(I/II) Sem : (Branch)-(Section) L T/P/D C

4 1 5

Course Name: Remote Sensing Course Code: 13CED030

Names of the Faculty Member : T.SrinivasaRao




1. PREREQUISITES

No pre-requisites for this course


-The student should be able to

1. understand the importance and basic concepts of how remote sensing works 2. interpret aerial and satellite imagery

3. understand the importance of GIS

4. understand the application of remote sensing and GIS knowledge in various civil engineering problems

3. COURSE OUTCOMES (COs)

-Upon completion of this course the student should be able to


1. understand the process of remote sensing and photogrammetry

2. extract information from aerial and satellite imagery

3. explain how GIS can be useful for various fields in real world problems

4. use remote sensing and GIS knowledge in various civil engineering problems


Course Outcomes

(COs)


a b c d e f g h i j k l

CO 1 3 2 1 2 1 2 1 1 1 2 1 1

CO 2 3 3 1 3 1 2 1 1 1 2 1 2

CO 3 3 3 1 3 3 3 2 1 3 1 1 2

CO 4 3 3 1 3 3 3 2 1 3 1 1 3



(i) TEXT BOOKS

T1. M.Anji Reddy ,”Remote Sensing & Geographical Information systems”, B.S.Publications, 4th Edition, 2012.

T2. Thomas Lillesand, Ralph W. Kiefer, Jonathan Chipman, “Remote Sensing and Image Interpretation”, 7th Edition, Wiley publishers,

2015.

T3. S.Kumar, “Basics of Remote Sensing and GIS”, 1st Edition, Laxmi Publications, 2016.

T4. Kang – Tsung – Chang, “Introduction to Geographic Information Systems”, 8th Edition, McGrawHill Education Publications,2016.

T5. Peter A. Burrough, Rachael McDonnell, Rachael A. McDonnell, Christopher D. Lloyd, “Principles of Geographical Information

Systems”, 3rd Edition, , Oxford University Press, 2015.


(a) Publications:

Unit 5:

P1. J.S.Rawat, Manish Kumar, “Monitoring land use/cover change using remote sensing and GIS techniques: A case study of

Hawalbagh block, district Almora, Uttarakhand, India” The Egyptian Journal of Remote Sensing and Space Science

Volume 18, Issue 1, June 2015, Pages 77-84.

P2. Jonas Franker, Gunter Menz, “Multi-temporal wheat disease detection by multi-spectral remote sensing” Precision

Agriculture, June 2007, Volume 8, Issue 3, pp 161–172.


L1. NPTEL - Remote Sensing - http://nptel.ac.in/courses/105108077/

L2. NPTEL – 4 Week Course – Remote Sensing - https://onlinecourses.nptel.ac.in/noc17_ce15/

L3. NPTEL – GIS - http://nptel.ac.in/courses/105102015/

L4. NPTEL – 4 week course – GIS - https://onlinecourses.nptel.ac.in/noc16_ce12

(iii) JOURNALS

1. International Journal of Remote Sensing – Taylor and Francis

2. Remote Sensing – MDPI

3. Journal of Indian Society of Remote Sensing


DM1: Chalk and Talk DM6: Case Study (Work on real data)

DM2: Learning by doing DM4: Demonstration (Physical / Laboratory /

Audio Visuals)


Guest Lecture: "Application of Remote Sensing in Civil Engineering Problems" by NRSC Scientist, is scheduled in the month of

September, 2017.


https://onlinecourses.nptel.ac.in/noc17_ce15/


https://onlinecourses.nptel.ac.in/noc16_ce12

8. ASSESSMENT


AM6: Quizzes

** COURSE PROJECTS

- Nil


For R13




project

Weightages in marks


Course project

1. Assignment 5 5



10.SIMULATION SOFTWARES (If any)

- Nil


UNIT No. : 1

Introduction to photogrammetry: Principle and types of aerial photographs, stereoscopy, Map vs Stereoscopy, Map vs Mosaic, ground control,

Parallax measurements for height, determinations.

LEARNING OUTCOMES

The student will be able to understand

1. What is photogrammetry and how it works

2. Different types of aerial photographs

3. Concept of stereoscopy

4. Importance of parallax in aerial photographs

TEACHING PLAN

S.

No.


be taught

No. of Lecture

Periods Lecture Dates

Proposed Delivery

Methodologies




Resources)

Course

Outcomes

1 Introduction to

photogrammetry: 1 10/08/2017 DM1 & DM2 T1, T2 and T3 CO1

2 Principle and types of

aerial photographs 1 11/08/2017 DM1 & DM2 T1, T2 and T3

CO1

3 stereoscopy 1 12/08/2017 (1st

hour) DM1 T1, T2 and T3

CO1

4 Map vs Stereoscopy 1 12/08/2017 (2nd

hour) DM1 T1, T2 and T3

CO1

5 Map vs Mosaic 1 17/08/2017 DM1 T1, T2 and T3 CO1

6 ground control, 1 18/08/2017 DM1 T1, T2 and T3 CO1

7

Parallax measurements

for height,

determinations.

3 19/08/2017,

21/08/2017 DM1 & DM2 T1, T2 and T3

CO1

8 Revision 1 24/08/2017 DM1 T1, T2 and T3 CO1

TUTORIAL QUESTIONS

1. Define what is photogrammetry.

2. What is parallax?

3. What are different types of aerial photographs?

4. Explain the concept of stereoscopy.

UNIT – II:

Introduction to remote sensing: Basic concepts & foundation of remote sensing- elements involved in remote sensing, electromagnetic spectrum,

remote sensing terminology & units, energy resources, energy interactions with earth surface features & atmosphere.

LEARNING OUTCOMES


1. The concept of remote sensing

2. How EMR plays key role in remote sensing

3. How objects differentiated in remote sensing

4. What are different terms used in remote sensing

S.

No.


be taught

No. of Lecture


Proposed Delivery

Methodologies




Resources)

Course

Outcomes

1 Introduction,

Definition 2 26/08/2017 DM1 L1,T1, T2,T3 CO1 & CO2

2

Basic concepts and

foundation of remote

sensing – elements

1 28/08/2017 DM1 L1,T1, T2,T3 CO1 & CO2

involved in remote

sensing

3 Electromagnetic

spectrum 1 31/08/2017 DM1 L1,T1, T2,T3 CO1 & CO2

4

Remote sensing terms

and units, Energy

resources

1 01/09/2017 DM1 L1,T1, T2,T3 CO1 & CO2

5

Energy interactions

with earth surface

features

1 04/09/2017 DM1 L1,T1, T2,T3 CO1 & CO2

6

Energy interactions

with earth surface

features

1 07/09/2017 DM1 L1,T1, T2,T3 CO1 & CO2

7

Energy interactions

with atmospheric

features

2 08/09/2017,

09/09/2017 DM1 L1,T1, T2,T3 CO1 & CO2

8 Revision 1 09/09/2017 DM1 L1,T1, T2,T3 CO1 & CO2

TUTORIAL QUESTIONS:

1. Define what is remote sensing

2. What are various elements of remote sensing?

3. Explain how EMR interacts with earth surface features and atmosphere.

UNIT No. : III

Remote sensing platforms and sensors, Resolution, types of sensors, IRS satellites, visual interpretation techniques, basic elements, converging

evidence, interpretation for terrain evaluation, spectral properties of soil, water and vegetation.

LEARNING OUTCOMES


1. How resolution affects image quality

2. Different types sensors

3. The extraction of information from satellite images

TEACHING PLAN

S.

No.


be taught

No. of Lecture


Proposed Delivery

Methodologies




Resources)

Course

Outcomes

1 Remote sensing

platforms and sensors 1 11/09/2017 DM1 L1,T1, T2,T3

CO1 & CO2

2 Resolution, types of

sensors 2 14/09/2017 DM1,DM2 L1,T1, T2,T3

CO1 & CO2

3 IRS satellites 2 15/09/2017,

16/09/2017 DM1,DM2 L1,T1, T2,T3

CO1 & CO2

4

visual interpretation

techniques, basic

elements,

2 18/09/2017,

16/09/2017 DM1, DM4 L1,T1, T2,T3

CO1 & CO2

5

converging evidence,

interpretation for terrain

evaluation

1 21/09/2017 DM1, DM4 L1,T1, T2,T3

CO1 & CO2

6 spectral properties of soil 1 22/09/2017 DM1, DM2

L1,T1, T2,T3 CO1 & CO2

7 spectral properties of

water and vegetation. 2

23/09/2017,

25/09/2017

DM1, DM2 L1,T1, T2,T3

CO1 & CO2

8 Revision 2 05/10/2017,

06/10/2017

DM1 L1,T1, T2,T3

CO1 & CO2

TUTORIAL QUESTIONS





UNIT No. : IV

Geographic information system Introduction, GIS definition & terminology, GIS categories, components of GIS, fundamental operations of GIS, A

theoretical framework for GIS, Data collection & input overview, data input & output, keyboard entry & co-ordinate geometry procedure, manual

digitizing & scanning, Raster GIS, Vector GIS-File management, Spatial dataLayer based GIS, Feature based GIS mapping

LEARNING OUTCOMES


1. How resolution affects



TEACHING PLAN

S.

No.


be taught

No. of Lecture


Proposed Delivery

Methodologies




Resources)

Course

Outcomes

1 Introduction to syllabus 1 13/07/2017 DM1 - CO1, CO2,

CO3 and

CO4

1 Geographic information

system Introduction 2

14/07/2017,

15/07/2017 DM1 L3, L4, T1, T2 and T3

CO3

2 GIS definition &

terminology 1 17/07/2017

DM1 L3, L4, T1, T2 and T3

CO3

3 GIS categories, 1 20/07/2017 DM1

L3, L4, T1, T2 and T3 CO3

4 components of GIS 1 21/07/2017 DM1


5 fundamental operations

of GIS 2 22/07/2017


CO3

6 A theoretical framework

for GIS 1 24/07/2017


CO3

7

Data collection & input

overview, data input &

output, keyboard entry &

co-ordinate geometry

procedure, manual

digitizing & scanning,

2 27/07/2017,

28/07/2017

DM1

L3, L4, T1, T2 and T3

CO3

8 Raster GIS 2 29/07/2017 DM1


9 Vector GIS-File

management 1 31/07/2017


CO3

10 Spatial data Layer based

GIS, 1 03/08/2017


CO3

11 Feature based GIS

mapping 1 07/08/2017


CO3

TUTORIAL QUESTIONS





UNIT No. : V

Applications of remote sensing and GIS: Land Use Land Cover mapping, agricultural applications, oceanographic applications, urban and regional

planning applications.

LEARNING OUTCOMES


1. Different applications of remote sensing

2. Different applications of GIS

TEACHING PLAN

S.

No.


be taught

No. of Lecture


Proposed Delivery

Methodologies




Resources)

Course

Outcomes

1 Land Use Land Cover

mapping 2

09/10/2017,

12/10/2017

DM1, DM2, DM6,

DM4 L1,T1, T2,T3

CO3 & CO4

2 agricultural

applications 2

13/10/2017,14/1

0/2017

DM1, DM2, DM6,

DM4 L1,T1, T2,T3

CO3 & CO4

3 oceanographic

applications 2

16/10/2017,14/1

0/2017

DM1, DM2, DM6,

DM4 L1,T1, T2,T3

CO3 & CO4

4

urban and regional

planning applications

2 19/10/2017,

20/10/2017

DM1, DM2, DM6,

DM4 L1,T1, T2,T3

CO3 & CO4

5 Applications of RS and

GIS in general 2 21/10/2017

DM1, DM2, DM6,

DM4 L1,T1, T2,T3

CO3 & CO4

TUTORIAL QUESTIONS

1. Explain how RS&GIS can be used in LULC mapping?

2. Explain how RS&GIS can be used in Urban and Regional Planning?

3. Explain how RS&GIS can be used in Oceanographic applications?


(END EXAMINATION)

VNR VIGNANA JYOTHI INSTITUTE OF ENGINEERING & TECHNOLOGY

(Autonomous)

B.Tech. IV Year II Semester Regular Examinations

(Remote Sensing and GIS)

(Civil Engineering)

Time: 3 Hours Max. Marks: 70 M

PART – A (Compulsory) 30M

Q. 1) Answer the following questions: 5 x 1 M=5 M

a. Define what is photogrammetry?

b. Define remote sensing?

c. What is spatial resolution?

d. What is an attribute?

e. Give 2 applications of GIS in water resource engineering.


a. What is stereocopy and what is its importance.

b. What are spectral radiance and spectral reflectance? Mention units

Subject Code:

13CED030

13CED030

R13

c. Write the properties of IRS 1D satellite

d. What are various digitizing errors.

e. State the importance of ground control points in aerial photographs


a. What are the characteristics of aerial photographs?

b. State the elements involved in remote sensing?

c. How tone, texture and shadow are useful in interpretation?

d. What is theoretical framework for GIS

e. What are the disadvantages of remote sensing

PART- B

Answer any four questions: 4 x 10 M=40 M

Q. 4) a) Derive the parallax equation for height measurements

b) The length of line AB and the elevation of its endpoints, A and B, are to be determined from a stereopair containing images a and

b. The camera used to take the photographs has a 152.4-mm lens. The flving height was 1200 m (average for the two photos) and the

air base was 600 m. The measured photographic coordinates of points Aand B in the "flight line" coordinate system are xa = 54.61

mm, xb = 98.67 mm, ya =50.80 mm, yb = -25.40 mm, xa’ = -59.45 mm, and xb

’ = -27.39 mm. Find the length of line AB and the

elevations of A and B.

Q. 5) Explain how electromagnetic energy interacts with earth surface features and atmosphere

Q. 6) Explain the concept of resolution in remote sensing images and how they affect image quality and interpretation.

Q. 7) a) Explain various components of GIS

b) Compare vector and raster data models

Q. 8) Explain how urban and regional applications of Remote sensing and GIS

Q. 9) a) Explain the spectral properties of vegetation

b) Describe various methods of data input in GIS

________________________________________________****The End*****_____________________________________________









IV B. Tech : I Sem : CE-1 L T/P/D C

4 1 4

Course Name: ENVIRONMENTAL ENGINEERING Course Code:

13CED031

Names of the Faculty Member: P V S Gopi Raghunadh

Number of working days: 90

Number of Hours/week: 5

Total number of periods planned: 60

1. PREREQUISITES

Fluid Mechanics(13CED007),Environmental Engineering(13CED021), Basic Knowledge Of Hydraulics

Course Objectives:

• Develop an understanding of estimation of sewage and storm water

• Develop an understanding of design of sewers

• Develop an understanding of waste water treatment process

• Develop an understanding of solid waste disposal

• Develop an understanding of Industrial waste treatment concepts.


Course Outcomes (COs): Upon completion of this course, students should be able to:

CO-1: Acquire the knowledge of the estimation of sewage and storm water

CO-2: Acquire the knowledge of design of sewers.

CO-3: Develop skills in design of waste water treatment plant

CO-4: Acquire the knowledge in Industrial waste treatment units.


Course

Outcomes

(COs)


a b c d e f G h i j k l

CO 1 3 3 1 2 1 1 1 1 1 2 1 2

CO 2 3 3 1 1 3 1 1 1 1 1 1 3

CO 3 2 3 2 2 2 3 2 2 2 1 1 3


5. LEARNING RESOURCES

(i) TEXT BOOKS

1.Water supply and sanitary Engineering by G.S Birdi, Dhanpat Rai &Sons Publishers.

2. Water supply Engineering Vol-I waste water engineering ,Vol.II, B.C .Punmia, Ashok Jain & Arun Jain, Laxmi Publication Pvt ltd ,New

Delhi

3. Water supply Engineering Vol-I waste water engineering ,Vol.II, S.K Garg, Khanna publishers.

4. Wastewater Engineering, Metcalf & Eddy, Inc., McGraw Hill Wastewater Treatment Plants, S.R. Qasim, CRC Press Manual on Sewerage

and Sewage Treatment, CPHEEO, Ministry of Urban Development, Govt. of India.

5. Environmental Engineering, Davis & Cornwel, McGraw Hill.


1. Water and waste water Technology by mark J.Hammar and Mark J.Hammar Jr

2. Elements of Environmental engineering by K.N Duggal, S.Chand Publishers

3. Waste water treatment –concepts and design approach by G.LKaria and R.A Christian, PHI Tchobanoglous G., Burton F. L. and Stensel

H.D.,

4."Waste Water Engineering: Treatment and Reuse", 4th Ed; Tata McGraw Hill.

5. Pichtel J; "Waste Management Practices: Municipal, Hazardous and Industrial", CRC

(a) Publications

P1. Modeling Suspended Sediment Concentration in the Stormwater Outflow from a Small Detention Pond

Adam Krajewski; Anna E. Sikorska, Ph.D.; and Kazimierz Banasik Journal of environmental engineering volume 143

P2 Shipboard Wastewater Treatment Using Granular Activated Carbon: Adsorption Test and Bioregeneration

M. G. Giustra, Ph.D.; and G. Di Bella, Ph.D. journal of environmental engineering volume 143

P3 Effect of application of treated wastewater in soil cultivated with rosebushes. Luccas Erickson De Oliveira Marinho; Daniele

Tonon Dominato; Túlio Ribeiro Assunção Pires; Bruno Coraucci Filho International journal of environmental engineering

vol7 page-212-225.

P4 Treatment of biological waste water using activated sludge process. Swapnil A. Dharaskar. International journal of

environmental engineering vol7 page-101-110.


L1. http://nptel.ac.in/courses/105105048/,http://nptel.ac.in/courses/105106119/5

L2. https://ocw.mit.edu/courses/civil-and-environmental-engineering/

L3. https://www.coursera.org/learn/global-environmental-management/lecture/0y7Uq/introduction-to-integrated-urban-drainage-

http://ascelibrary.org/author/Krajewski%2C+Adam

http://ascelibrary.org/author/Sikorska%2C+Anna+E

http://ascelibrary.org/author/Banasik%2C+Kazimierz

http://ascelibrary.org/author/Giustra%2C+M+G

http://ascelibrary.org/author/Di+Bella%2C+G

http://www.inderscience.com/filter.php?aid=74915

http://www.inderscience.com/filter.php?aid=69812

https://ocw.mit.edu/courses/civil-and-environmental-engineering/

https://www.coursera.org/learn/global-environmental-management/lecture/0y7Uq/introduction-to-integrated-urban-drainage-

wastewater-systems-course-peter-steen

L4: https://www.edx.org/course/urban-sewage-treatment-delftx-ctb3365stx-1

(iii) JOURNALS

J1. International journal of environmental engineering

J2. Journal of environmental engineering

J3. Journal of environmental engineering and science

J4. International journal of earth sciences and environment.


DM1: Chalk and Talk DM2: PPT, Audio/Video Visuals

DM3: Collaborative Learning (Think Pair Share, POGIL, etc.) DM4: Group mini Project

DM5: Demonstration (Physical / Laboratory / Case studies) DM6: Field Visits


Field Visit: 1.Waste water treatment facility, Nagol, Hyderabad

2.Ramky solid waste facility Jawahar nagar, Hyderabad

3.E-waste management facility, Kurmaguda, Hyderabad

8. ASSESSMENT

AM1: Semester End Examination . AM2: Mid Term Examination

AM3: Home Assignments AM4: Quizzes

AM5: Course Projects


R13

S. No. Assessment Methodology Weightages in marks for the

courses with Course project

1. Home Assignments (AM3) 3%

5 2. Quizzes (AM6) 3%

3. Course project (AM7) 4%

4. Mid Term Examination (AM2) 25

5. Semester End Examination (AM1) 70

(i) HOME ASSIGNMENTS

On the beginning day of each unit, home assignment sheet is given to the students and the solution sheet for the same is expected after

two days of the completion of unit.

(ii) QUIZZES

Two quizzes are conducted in the course duration. One is scheduled on 30/08/2017 and the second one is scheduled on 03/11/2017.

(iii) COURSE PROJECTS

One course project is assigned to each project batch of size three in the beginning of the course and assessed at the end of the course.

One midterm evaluation is carried out to monitor the progress of the project and the team coherence.

1.design a filter for the purification of rainwater

2.check and compare, analyse the water quality parameters of prgathi nagar lake in two different time intervals

3.check the change in quality of ground water in different time intervals

4.design solar powered desalination system

5.check air quality by using respirable dust sampler in vnrvjiet campus

6.anaylyse for heavy metals in industrial effluents

7.compare soil ph. and conductivity and metals in residential areas with industrial areas

8.design a sedimentation tank for the treatment of bowrampet lake

9.check for hardness in ground water and suggest different hardness removal technologies

10.check for lead and chromium in surface water

11.design a simple system for purification of rainwater in vnrvjiet

12.design waste water purification system for vnrvjiet

13.design a system for solid waste management in vnrvjiet

14.design a system for methane gas generation from food waste

15.design a system for collection and purification of atmospheric water.


1. AERMOD

2. Arc GIS

3. SCADA

4. MATLAB

5. Water CAD


UNIT : I

Syllabus:

Conservancy and water carriage systems –sewage and storm water estimation –time of concentration-storm water overflows combined

flow –characteristics of sewage – cycles of decay –decomposition of sewage, examination of sewage –BOD-COD equations.

Learning Objectives: After completion of the unit, the student must able to:

➢ Understand the importance and need of water carriage system

➢ Estimate storm water, sewage water

➢ Analyze characteristics of sewage

➢ Calculate BOD and COD of sewage

Lecture Plan

S.No. Description of Topic No. of Hrs. Method of

Teaching

Learning

resouerces/

References

(Text Books /

Journals /

Publicatcions/

Open

Learning

Resources)

Course outcomes

1. Introduction 1st & 2nd hour PPT + Video+ BB

L.1.

T.1& T.2

CO1,CO2,C03,C04

2. sewage and storm water estimation 3rd & 4th hour Black board + PPT T.1 & T.5,L1 CO 1

3. time of concentration 5th hour Black board+ PPT T.1 & T.5 CO 1

4. storm water overflows combined flow 6th hour Black board +

Video+ PPT T.1, T.5 & L1 CO 1& CO 2

5. characteristics of sewage 7th hour Black board+ PPT T.1& T.5,L1 CO 2

6. cycles of decay- decomposition of

sewage

8th & 9th hour Black board + PPT T.1 & T.5

CO 2

7. Examination of sewage –BOD-COD

equations.

10th &11th

hour

Black board +

Video+ Lab

practical

T.1& T.2,L1 CO 2

Tutorial questions

1. Describe advantages and disadvantages offered by the water carriage system.

2. What are the possible adverse effects when untreated or partially treated sewage is discharged to the environment?

3. Why it is necessary to treat wastewater before disposal? What is the objective of the sewerage works?

4. Define sewage, sullage, sewer, and sewerage.

5. Explain objectives of conducting BOD test.

6. Explain BOD reaction rate constant and parameters on which it is dependent.

7. Draw a curve for BOD exerted and remaining with respect to time for organic wastewater and derive mathematical expression for

both.

8. Why only about 60% BOD is satisfied during BOD test determination, whereas during actual wastewater treatment in aerobic process

more than 90% of BOD can be removed during 5 to 6 hours of retention time in biological reactor?

9. BOD of a sewage incubated for 3 days at 27oC was measured 110 mg/L. Calculate BOD5 at 20oC. Consider k = 0.23 per day (base e)

and temperature coefficient =1.047. 6. Describe nitrification during BOD test.

10. Explain correlation between BOD, BODu and COD for sewage.

UNIT : II

Syllabus:

Design of sewers –shapes and materials –sewer appurtenances manholes –inverted siphon-catch basins-flushing tanks –ejectors –house

drainage –components requirements –sanitary fittings-traps- one pipe and two pipe systems of plumbing ultimate disposal of sewage –

sewage farming -dilution


➢ Design sewers and house drainage system.

➢ Understand about different materials available for sewer & drainage construction and they can able choose appropriate materials

➢ Know about disposal of sewage

➢ Solve problems on sewage design

Lecture Plan


Teaching

Learning

resouerces/

References

(Text Books /

Journals /

Publicatcions/

Open

Learning

Resources)

Course

outcomes

1. Design of sewers –shapes and materials 12th &13th

hours

PPT + Video+ BB

L.1.

T.1& T.2

CO 2

2. sewer appurtenances manholes 14th hour Black board+ PPT T.1 & T3 CO 2

3. inverted siphon 15th hour Black board + PPT L.1.

T.1& T.2

CO 2

4. catch basins-flushing tanks –ejectors 16th &17th

hours

Black board +PPT L.1.

T.1& T.2

CO 2

5. house drainage –components

requirements

18th hour Black board+ PPT T.1& T.3

CO 2

6. sanitary fittings-traps 19th hour Black board + PPT T.1 & T.5 CO 2

7. one pipe and two pipe systems of

plumbing

20th &21st hour Black board+ PPT

T.1 & T.5

CO 2

8. ultimate disposal of sewage –sewage

farming -dilution

22nd & 23rd

hours

PPT+ Black board

+ Video

T.1 & T.3 CO 2 & CO 3

Tutorial questions

1.Define sewer appurtenances. What are the appurtenances used in sewerage?

2. Describe different types of Manholes used in collection system.

3. When the drop manhole is used in sewers?

4. Describe different types of storm water inlets used in collection system.

5. Why flow regulator device is used in sewers? Describe different types of regulators used.

6.What should be properties of the material to be used for sewer construction?

7. Write a note on different materials used for sewer construction.

8. With schematic describe various shapes used for sewer section.

9. What are the advantages and drawback of the circular section sewers?

UNIT : III

Syllabus:

Layout and general outline of various units in a waste water treatment plant –primary treatment design of screens –grit chambers –

skimming tanks –sedimentation tanksprinciples and design of biological treatment- trickling filters –standard and high rate Construction

and design of oxidation ponds –sludge digestion tanks – Sludge disposal by drying –septic tanks working principles and design-soak pits


➢ Know about need of waste water treatment.

➢ Understand about operations in waste water treatment

➢ Understand and design different process

➢ Design waste water treatment plant

➢ Know how to dispose sludge

Lecture Plan


Teaching

Learning

resouerces/

References

(Text Books /

Journals /

Publicatcions/

Open

Learning

Resources)

Course

outcomes

1. Layout and general outline of various

units in a waste water treatment plant

24th & 25th

hours

Black board +

Video+PPT

L1,L.2,L3

T.1& T.2

CO 3

2. primary treatment 26th & 27th

hours

Black board + PPT L1,L.2,L3

T.1,T2,T3,T4 & T5

CO 3

3. grit chambers 28th hour Black board + PPT L1,L.2,L3

T.1,T2,T3,T4 & T5

CO 3

4. skimming tanks 29th & 30th

hour

Black board + PPT L1,L.2,L3

T.1,T2,T3,T4 & T5

CO 3

5. sedimentation tanks principles 31st & 32nd

hour

Black board +

PPT+Practical

L1,L.2,L3

T.1,T2,T3,T4 & T5

CO 3

6. design of biological treatment- trickling

filters

33rd & 34th

hour

Black board +PPT L1,L.2,L3

T.1,T2,T3,T4 & T5

CO 3

7. standard and high rate Construction and

design of oxidation ponds

35th & 36th

hour

PPT + Black Board L1,L.2,L3

T.1,T2,T3,T4 & T5

CO 3

8. sludge digestion tanks 37th hour Black board + PPT L1,L.2,L3

T.1,T2,T3,T4 & T5

CO 3

9 Sludge disposal by drying 38th hour Black board + PPT L1,L.2,L3

T.1,T2,T3,T4 & T5

CO 3

10 septic tanks working principles and

design-soak pits

39th &40th

hours

Black board + PPT T.1,T2,T3,T4 & T5 CO 3

Tutorial questions

1. Describe broad characteristics of the untreated sewage.

2. What are the factors that are responsible for changing characteristics of sewage from place to place?

3. What are the pollutants that should be removed before the sewage is considered safe for discharging back to water body?

4. Describe the classification of the water treatment methods.

5. Describe different reactor types used in biological treatment of wastewaters.

6. What is the objective of primary and secondary treatment of sewage?

7. What is secondary treatment of sewage? What types of reactors are used to facilitate this treatment?

8. What is excess sludge generation in secondary treatment? How this sludge is disposed off

9. Determine head loss through a bar screen when it is 50% clogged. The approach velocity of wastewater in the channel is 0.6 m/sec,

velocity of flow through the clear rack is 0.8 m/sec. Clear opening area in the screen is 0.2 m2. Consider flow coefficient for clogged bar

rack as 0.6.

10. Design a rectangular grit chamber and square grit chamber for treatment of sewage with average flow of 8.5 MLD and peak flow

factor of 2.25.

11. Design circular and rectangular PST for treatment of 4 MLD of average sewage flow with peaking factor of 2.

12. Why aerobic processes produce more sludge as compared to anaerobic process?

13. With the help of figure explain how the rate of metabolism and hence the growth phase will vary with changes in food to

microorganism’s ratio in case of continuously feed biological reactor.

UNIT : IV

Syllabus:

Solid waste Management-Sources, Composition and properties of solid waste collection and Handling- Separation and processing, solid

waste disposal methods land filling, Incineration and composting.


➢ Classify solid wastes;

➢ Explain the functional elements of SWM;

➢ Assess the current situation of SWM in India

➢ Design solid waste collection and dispose

Lecture Plan

S.

No.

Description of Topic No. of Hrs. Method of

Teaching

Learning

resouerces/

References

(Text Books /

Journals /

Publicatcions/

Open

Learning

Resources)

Course

outcomes

1. Solid waste management. 41st hour Video+PPT

L.2.,L1,L3

T.1& T.5

CO 4

2. Sources 42nd & 43rd

hours

Black board +

PPT+Case study T.1 & T5,L2,L1 CO 4

3. Composition and properties of solid

waste collection and handling

44th & 45st

hours

Black board+PPT T.1 & T5L2,L1 CO 4

4. Separation and processing 46th & 47th

hours

Black board+PPT T.1 & T5,L2,L1 CO 4

5. solid waste disposal methods land filling 48th & 49th hour PPT + Black Board T.1 & T5,L2,L1 CO 4

6. Incineration and composting.

50th & 51st

hours

Black board+PPT T.1 & T5,L2,L1 CO 4

Tutorial questions

1. Based on the source and type, classify the waste generated in your locality.

2. Which functional elements do you think are needed for SWM in your locality?

3. Explain the role of environmental sound management and technologies in the context of the SWM system.

4. What is the composition of waste in your locality and have you seen any significant change during the last few years?

UNIT : V

Syllabus:

Industrial waste Treatment-Volume Reduction-Strength Reduction-Neutralization equalization-proportioning.


➢ Why we should treat industrial waste.

➢ Composition of industrial waste

➢ Methodologies for industrial waste treatment

Lecture Plan

S. No. Description of Topic No. of Hrs. Method of

Teaching

Learning

resouerces/

References

(Text Books /

Course outcomes

Journals /

Publicatcions/

Open

Learning

Resources)

1. Industrial waste treatment 52nd & 53rd

hours

Black board +

Video+PPT

L.2. ,L1

T.1& T.2

CO 4

2. Volume Reduction 54th & 55th hours Black board+PPT T.1,T2,T3,T4 &

T5,L1

CO 4

3. Strength reduction 56th &57th hours Black board+PPT T.1,T2,T3,T4 &

T5,L1

CO 4

4. Neutralization equalization 58th & 59th

hours

Black board+PPT T.1,T2,T3,T4 &

T5,L1

CO 4

5. proportioning. 60th hour Black board+PPT T.1,T2,T3,T4 &

T5,L1

CO 4

Tutorial questions

1. Identify the characteristics of an Industrial waste.

2. Suggest the ways and means of properly managing industrial wastes.

3. Explain the advantages of waste minimization and pollution prevention.

EXTRA TOPICS

Waste water treatment plant visit

Industrial visit to know how they are managing waste

Assigment-1 (Issue date 28/8/2017,submission date 29/08/2017)

Students given two practical problems they must solve it

Assigment-11 (Issue date 2/11/2017 submission date 3/11/2017)

Students given two practical problems they must solve it

Subject Code

13CED031

R13


(AUTONOMOUS)

B.Tech. IV Year I Semester Regular Examinations, November/December, 2016

ENVIRONMENTAL ENGINEERING -II

(CE)

Time: 3Hours Max. Marks: 70M

PART-A

1. Answer in one sentence 5Х1=5M

a) State the formula for estimation of storm water runoff by the rational method.

b) Why is Flushing tank used for?

c) Define 'Hydraulic Retention Time', HRT of a sewage treatment unit.

d) Identify the key difference between 'Garbage' and 'Refuse' from a solidwaste management point of view.

e) How does acclimatisation of fresh industrial wastewater help in it's further treatment?

2. Answer the following very briefly. 5X2=10M

a) List any two a) Physical b) Chemical characteristics of domestic sewage.

b) Pinpoint the difference between an Inverted Siphon (sewer appurtenance) and True Siphon with respect to relative position of

their Hydraulic Line and Gradient Line.

c) Differentiate between Attached Growth process and Suspended Growth process as discussed in the context of secondary

treatment of sewage in Biological treatment units.

d) Give one example each for a) Aerobic Composting method b) Anaerobic Composting method followed in India.

e) When is neutralization necessary in treatment of Industrial wastewater?

3. Answer the following briefly. 5X3=15M

a) What is the difference between B.O.D (Biochemical Demand) and C.O.D (Chemical Oxygen Demand)? If the C.O.D / B.O.D ratio

is greater than 10, what would you infer about the biodegradability of the sewage sample?

b) Write about sewer materials.

c) Illustrate the structure and functioning of the Trickling Filter.

d) What is the significance of the 3 'R's in managing municipal solid waste?

e) Explain equalization of Industrial wastewaters prior to commencement of treatment.

PART-B

Answer any FOUR questions 4X10=40M

4. a) If the B.O.D5 of a wastewater sample is 75 mg/l and reaction rate constant K (base e) is 0.345/day, calculate the B.O.D of the

sample after 10 days.

3M

b) For a small town, having projected population of 30,000 residing over an area of 20 hectares, find the design discharge of the

combined sewer for the following data:

(i) Rate of water supply = 150 litres per capita per day

(ii) Runoff coefficient = 0.4

(iii) Time of concentration = 30 minutes. 7M

5. a) Write notes on

(i) Self-cleansing velocity of a sewer.

(ii) Non-scouring velocity of a sewer.

(iii) Hyraulically equivalent section of a sewer. 6M

b) Design a sewer to serve a community of 4500 persons. The average water supply is 225 litres per capita per day. Ground slope is 1

in 600. Use Manning's formula with n = 6.015 Select a suitable diameter to carry peak discharge, flowing half-full in section. 4M

6. a) Design a Septic Tank for treating sewage from a hostel having 100 inmates. The sewage generated per inmate per day is 120 litres.

The desludging period is 1 year. State your assumptions clearly where relevant.

5M

b) Compare anaerobic and aerobic digestion of sludge. Under what condition is each of them preferred over the other for digestion of

sludge? What are the byproducts of each of these processes?

5M

7. a) What do you understand by the following practises of disposing MSW (Municipal Solid Waste)?

(i) Dumping (ii) Sanitary Landfill 4M

b) How can segregation of municipal solid waste at source into wet and dry streams help in

(i) recovering natural resources

(ii) reducing land needed for disposal

(iii) generation of power 6M

8. Write a note on the following strategies for treatment of industrial wastewater (effluents)

(i) Volume reduction (ii) Strength reduction

9. Design a primary settling tank for a town of 50,000 population. Assume the following realistically as per Indian conditions.

(i) Water supply per capita per day (ii) % of water supply that is converted to sewage

(iii) Detention time (iv) Overflow rate (v) Freeboard (vi) Sludge accumulation depth

a) Design a tank with a rectangular plan, justify your L:B ratio. 5M

b) Design a tank with a circular plan

5M

****

VNR VIGNANA JYOTHI INSTITUTE OF ENGINEERING AND TECHNOLOGY*/









3 1 4

Course Name: Prestressed Concrete Course Code: 13CED032

Names of the Faculty Member: G AVS Sandeep Kumar




1. PREREQUISITES

Strength of Materials(5CE06), Concrete Technology(5CE10)


The student should be able

• Develop an understanding of the necessity of prestressed concrete structures.

• Develop an understanding of various techniques of prestressing.

• Develop an understanding of various losses of prestress.

• Develop an understanding of the analysis of prestressed concrete members.


Upon completion of this course the student is able to

1. Acquire the knowledge of evolution of process of prestressing.


2. Acquire the knowledge of various prestressing techniques.

3. Develop skills in analysis of prestressed concrete beams, and slabs.

4. Develop skills to satisfy the serviceability and strength provisions of the Indian Standards (IS: 1343-2012)


Course

Outcomes

(COs)


a b c d E f g h i j K l

CO 1 3 1 3 2 1 2 2 1 1 2 3 2

CO 2 2 2 3 1 2 2 1 1 1 2 3 3

CO 3 3 1 3 3 3 1 2 1 2 1 3 3

CO 4 3 2 3 3 3 2 2 1 1 2 3 3



(i) TEXT BOOKS

T1. N Krishna Raju, "Prestressed Concrete" Tata McGRAW HILL.

T2. S.Ramamrutham, " Prestressed Concrete " Dhanpat Rai Publishing Company.

T3. N Raja Gopalan “Prestressed Concrete”. Narosa Publications.

T4. K. U. Muthu, Agmil Ibrahim, Maganti Janardhana, M. Vijayanand,”Prestressed Concrete” PHI Publishers, 2016.


nil

(a) Publications

P1. Dolan, C. W., and LaFraugh, R. W., "High Strength Concrete in the Precast Concrete Industry," PCI JOURNAL, V. 38, No. 3, May-

June 1993, pp. 16-19.

P2. Russell, H. G. (Editor), High-Strength Concrete, Special Publication SP-87, American Concrete Institute, Detroit, Ml, 1985,290 pp.

P3. Bruce, R. N., Martin, B. T., Russell, H. G., and Roller, J. J., "Feasibility of Utilizing High-Strength Concrete in Design and

Construction of Highway Bridge Structures," Louisiana Department of Transportation and Development, Interim Report,

Tulane University, New Orleans, LA, December 1992.

P4. AASHTO, Standard Specifications for Highway Bridges, Fifteenth Edition, American Association of State Highway and

Transportation Officials, Washington, D.C., 1992.

P5. Dunker, K. F., and Rabbat, B. G., "Performance of Prestressed Concrete Highway Bridges in the United States -The First 40

Years," PCI JOURNAL, V. 37, No. 3, May-June 1992, pp. 48-64.


L1. http://nptel.ac.in/courses/105106118/10

(iii) JOURNALS

J1. Journal of Structural Engineering

J2. Indian concrete Journal.


DM1: Chalk and Talk DM5: Open The Box

DM2:Power Point Presentation DM6:


DM4: Demonstration (Physical / Laboratory / Audio Visuals)


http://dx.doi.org/10.15554/pcij.05011993.16.19



Guest Lecture: NIL

(And / Or)

Field Visit: As a part of class, field visit is scheduled to PRECA industry, Gachibowli in August 2017.

8. ASSESSMENT


AM3: Home Assignments

AM6: Quizzes

AM7: Course Projects**


R15

S. No. Assessment Methodology Weightages in marks for the

courses with Course project


the courses without

Course project

1. Home Assignments (AM3) -

-

5% 10

2. Quizzes (AM6) - 5%

3. Course project (AM7) - -

4. Mid Term Examination (AM2) - 30

5. Semester End Examination (AM1) - 60




(ii) QUIZZES

Two quizzes are conducted in the course duration. One is scheduled in August and the second one is scheduled in November.

(iii) COURSE PROJECTS :NIL

10. SIMULATION SOFTWARES (If any): NIL


UNIT –I

Introduction : Historic development – General principles of pre stressing, Pre tensioning and Post tensioning – Advantages and

limitations of pre stressed concrete – Materials – High strength concrete and high tensile steel, their characteristics. I.S. code

provisions, Methods and Systems of Pre stressing, Pre tensioning and post tensioning methods – Analysis of post tensioning -

Different systems of pre stressing like Hoyer system, Magnel system, Freyssinet system and Gifford–Udall System.

LEARNING OUTCOMES

After completion of unit, the student will be able to

1. Know the principles of pre stressing

2. Appreciate the advantages of PSC

3. Understand the IS codal provisions of PSC

4. Know the different systems of pre stressing

UNIT- II

Losses of Pre stress : Loss of pre stress in pre-tensioned and post-tensioned members due to various causes like elastic shortage

of concrete, shrinkage of concrete, creep of concrete, relaxation of steel, slip in anchorage bending of member and frictional losses.

LEARNING OUTCOMES

After completion of this unit the student will be able to

1. List the various losses of prestress

2. Calculate the loss of prestress due to various causes

UNIT –III

Analysis of sections for flexure : Elastic analysis of concrete beams pre stressed with straight, concentric, eccentric, bent and

parabolic tendons.


1. Analyze the PSC beams for flexure

2. Analyze the beams pre stressed with various profiles of tendons.

UNIT –IV

Deflections of Pre stressed concrete beams : Importance of control of deflections – factors influencing deflections – short term deflections

of un cracked members, prediction of long term deflections.


1. Calculate the short term deflections

2. Predict the long term deflections in PSC members

UNIT – V

Composite Section : Introduction – Analysis of stress – Differential shrinkage – General designs considerations.


1. Analyze the stresses in composite sections

2. Know the design considerations

TEACHING PLAN

S.

No. Contents of syllabus to be taught

No. of

Lecture

Periods

Lecture

Dates

Proposed Delivery

Methodologies


References

(Text Books /

Journals /

Publications/ Open

Learning Resources)

Course

Outcomes

1)

1,2 3rd July

2017,

4th July

2017

DM1: Chalk and Talk

DM2:Power Point

Presentation

T1

L1

P1

CO – 1

2)

General principles of pre stressing 3,4 5th July

2017

DM1: Chalk and Talk

DM2:Power Point

Presentation

T1

L1

P1

CO – 1

3)

Pre tensioning and Post tensioning 5 8th July

2017

DM1: Chalk and Talk

DM2:Power Point

Presentation

T1

L1

P1

CO – 1

CO – 2

4)

Advantages and limitations of pre

stressed concrete

6 11th July

2017

DM1: Chalk and Talk

DM2:Power Point

Presentation

T1

L1

P1

CO – 1

5)

Materials - High strength concrete and

High tensile steel

7 12th July

2017

DM1: Chalk and Talk

DM2:Power Point

Presentation

T1

L1

P1

CO – 1

6)

I.S.Code provisions 8,9 12th July

2017,

15th July

2017

DM1: Chalk and Talk

DM2:Power Point

Presentation

IS: 1343 – 2012

L1

CO – 1

CO – 4

7)

Hoyer and Magnel system of pre

stressing

10,11 17th July

2017,

18th July

2017

DM1: Chalk and Talk

DM2:Power Point

Presentation

T1

L1

CO – 1

CO – 2

8)

Freyssinet, Gifford – Udall system of

pre stressing

12,13 19th July

2017

DM1: Chalk and Talk

DM2:Power Point

Presentation

T1

L1

CO – 1

CO – 2

9)

Loss of pre stress in pre-tensioned

members

14,15 22nd July

2017,

24th July

2017

DM1: Chalk and Talk T4

L1

P6

CO – 3

CO – 4

10)

Loss of pre stress in post-tensioned

members

16,17 25th July

2017,

26th July

2017


L1

P6

CO – 3

CO – 4

11)

Loss of pre stress - elastic shortage of

concrete

18,19 29th July

2017,

31st July

2017

DM1: Chalk and Talk

DM4: Demonstration (

Audio Visuals)

T4

P6

L1

CO – 3

CO – 4

12)

Loss of pre stress - shrinkage of

concrete

20 1st Aug,

2017.


L1

P6

CO – 3

CO – 4

13)

Loss of pre stress - creep of concrete 21 2nd Aug,

2017.


L1

P6

CO – 3

CO – 4

14)

Loss of pre stress - relaxation of steel 22 2nd Aug,

2017.


P6

L1

CO – 3

CO – 4

15)

Loss of pre stress - slip in anchorage 23 5th Aug,

2017.


L1

CO – 3

CO – 4

16)

Loss of pre stress - frictional losses 24,25,26 7th Aug,

2017.

8th Aug,

2017.


L1

CO – 3

CO – 4

9th Aug,

2017.

17)

Elastic analysis of concrete beams pre

stressed with straight tendons

27,28 9th Aug,

2017.

12th Aug,

2017.


L1

CO – 3

18) Elastic analysis of concrete beams pre

stressed with concentric tendons

29,30 16th Aug,

2017.


L1

CO – 3

19)


stressed with eccentric tendons

31,32,33 19th Aug,

2017.

21st Aug,

2017.

22nd Aug,

2017.


L1

CO – 3

20)


stressed with bent tendons

34,35,36 23rd Aug,

2017.

26th Aug,

2017.


L1

CO – 3

21)


stressed with parabolic tendons

37,38,39 28th Aug,

2017.

29th Aug,

2017.

30th Aug,

2017.


L1

CO – 3

22) Importance of control of deflections,

factors influencing deflections

40,41 30th Aug,

2017.

DM1: Chalk and Talk T1, T2, L1 CO – 3

CO – 4

23)

short term deflections of un cracked

members

42,43,44 11th Sept,

2017.

12th Sept,

2017.

13th Sept,

2017.


CO – 4

24)

prediction of long term deflections. 45,46,47 13th Sept,

2017.

16th Sept,

2017.

18th Sept,

2017.


CO – 4

25)

Introduction - Analysis of stress 48,49,50 19th Sept,

2017.

23rd Sept,

2017.

25th Sept,

2017.

DM1: Chalk and Talk T1, T2 CO – 3

26)

Differential shrinkage 51,52 26th Sept,

2017.

27th Sept,

2017.


27)

General designs considerations 53,54,55 3rd Oct,

2017

4th Oct,

2017

9th Oct,

2017


TUTORIAL QUESTIONS

1. Differentiate between pre tensioning and post tensioning.

2. Describe the various methods of pre stressing.

3. A pre stressed concrete beam 250 mm wide and 360 mm deep has a span of 12 m. The beam is pre stressed by steel wires of area 350

mm2 provided at a uniform eccentricity of 60 mm with an initial pre stress of 1250 N/mm2. Determine the percentage loss of stress in

the wires

(a) if the beam is pre tensioned beam

(b) if the beam is post tensioned beam

Take, Es = 210 kN/mm2, Ec = 35 kN/mm2

Ultimate creep strain = 45 x 10-6 mm/mm per N/mm2 for pre tensioned beam

= 22 x 10-6 mm/mm per N/mm2 for post tensioned beam

Shrinkage of concrete = 300 x 10-6 for pre tensioned beam

= 215 x 10-6 for post tensioned beam

Relaxation of steel stress = 5% of the initial stress

Anchorage slip = 1.25 mm

Friction coefficient for wave effect, K = 0.00015/ m

4) A post tensioned pre stressed concrete beam of 16 m span is subjected to an initial pre stress of 1458 kN transferred at 28 days

strength of concrete. Profile of the cable is parabolic with the maximum eccentricity of 520 mm at the centre of the span.

Take the following additional data :

A = 2.42 x 105mm2 ; I = 5.30 x 1010 mm4 ;

As = 1386 mm2 ; fs = 1059 N/mm2 at transfer ;

Es = 2.1 x 105 N/mm2 ; Ec = 0.382 x 105 N/mm2

µ = 0.25 and wobble correction factor, k = 0.0015 per meter, anchorage slip = 2.5 mm. Determine the following losses in pre stress due

to :

(a) Elastic shortening

(b) Shrinkage in concrete

(c) Creep in concrete

(d) Slip in anchorage

(e) Frictional loss.

5) A rectangular concrete beam 100 mm wide x 250 mm deep spanning over 8 m is pre stressed by a straight cable carrying an effective

pre stressing force of 250 kN, located at an eccentricity of 40 mm. If the beam supports a live load of 1.2 kN/m,

(i) Calculate the resultant stresses at the central cross section of the beam. Concrete weighs 25 kN/m3.

(ii) Find the magnitude of the pre stressing force with an eccentricity of 40 mm which can balance the stress due to dead and live loads at

the bottom fiber of the section at the centre of the span.

6) A beam of symmetrical I-section spanning 8 m has a flanges width of 200 mm and a flange thickness of 60 mm respectively. The overall

depth of the beam = 400mm. Thickness of the web = 80 mm. The beam is pre stressed by a parabolic cable with an eccentricity of 150

mm at the centre and zero at the supports with an effective force of 100 kN. The live load on the beam is 2000 N/m. Draw the stress

distribution diagram at the mid span section for the following conditions. Take weight of concrete = 25000 N/m3

(i) Prestress + self-weight

(ii) Prestress + self-weight + live load

Determine the effect of strain due to flexure caused by an external load of 30 kN/m acting on the beam on losses. Jacking is done from

both ends of the beam. Estimate the net loss of pre stress. Assume weight of pre stressed concrete = 24000 N/m3.

7) A pre stressed concrete beam of span 10 m is of rectangular section, 120 mm wide and 300 mm deep and is pre stressed by a parabolic

cable, the initial pre stressing force being 280 kN. The eccentricity of the cable at the centre is 50 mm and the cable is concentric at the

ends. The beam carries a live load of 2.20 kN/m. Calculate short time deflection at the centre of the span. Take Ec = 40 kN/mm2 and

creep coefficient ɸ = 2.0. Loss of pre stress = 18% of the initial stress after a duration of 6 months. Find the long time deflection at the

centre. Assume that the beam is subjected to dead load and live load simultaneously when the pre stress is applied.

8) A pre stressed concrete composite beam section consists of a 500 mm x 75 mm cast in situ flange and 140 mm x 250 mm deep

rectangular precast pre stressed stem. The stress distribution for the pre cast stem section due to the pre stressing force alone is 16

N/mm2 at bottom to zero at top. Find what uniformly distributed live load, the composite beam can carry on a simply supported span of

6 m for the condition that the stress at the bottom of the precast unit is zero for the following conditions.

(i)The DL of the slab and the weight of the shuttering are carried by the pre cast unit during casting and the shuttering is removed after

the slab concrete is hardened.

(ii)The DL of the slab is supported independently at the time of casting. Assume that the shuttering weighs 270 N/m, Elastic modulus of

slab / Elastic modulus of precast unit = 0.651

HOME ASSIGNMENT-I

Issue date: 23/08/2017 Submission date: 29/08/2017

1. A prestressed concrete beam of rectangular section 300 mm x 600 mm has a span of 12 m. The effective prestressing force is 1000 kN

at an eccentricity of 120 mm. The dead load of the beam is 4.5 kN/m and the beam has to carry a live load of 7.5 kN/m. Determine the

extreme stresses

(i) at the end section

(ii) at the mid section without the action of live load

(iii) at the mid section with the action of live load

2) A prestressed concrete “ I ” beam supports a live load of 4000 N/m over a simply supported span of 8 m. The beam has an overall

depth of 400 mm. The thickness of each flange and web are 60 mm and 80 mm respectively. The width of each flange is 200 mm. The

beam is to be prestressed by an effective prestressing force of 250 kN applied at a suitable eccentricity such that the resultant stress at

the bottom of beam at centre of span is zero.

(i) Find the eccentricity required for the prestressing force.

(ii) If the tendon is concentric, what should be the magnitude of prestressing force for the resultant stress to be zero at the bottom fibre

of the central section ?



(AN AUTONOMOUS INSTITUTE)

IV B.TECH. I SEMESTER REGULAR EXAMINATION-2017

SUBJECT: PRESTRESSED CONCRETE

(CE)

Time: 3 Hours Max. Marks: 70

------------------------------------------------------------------------------------------------------------------------------------------------------------------

PART – A

Answer the following questions very briefly. (5 x 1 = 5 M)

1 (a) What is the basic principle of prestressed concrete? (CO-1)

(b) List the various losses of prestress. (CO-3)

(c) What is a parabolic tendon ? (CO-2)

Subject Code

13CED032

R13

(d) Write down the importance of control of deflections. (CO-4)

(e) How do you achieve composite action in composite sections ? (CO-2)

Answer the following questions briefly. (5 x 2 = 10 M)

2 (a) Distinguish between Pre-tensioning and Post-tensioning. (CO-2)

(b) How do you estimate the loss of prestress due to shrinkage of concrete ? (CO-3)

(c) Sketch the typical stress distribution in a PSC beam due to prestressing force and BM, when the

tendon is placed concentrically. (CO-3)

(d) What are short term deflections ? (CO-4)

(e) What is differential shrinkage ? (CO-3)

Answer the following questions. (5 x 3 = 15 M)

3 (a) What are the advantages of prestressed concrete ? (CO-1)

(b) Derive the equation for calculating extreme fibre stress at mid span for load balancing a

prestressed concrete beam with bent tendons, when a point load W acting at mid span. (CO-3)

(c) Distinguish between concentric and eccentric tendons. (CO-2)

(d) What are the factors influencing deflections of PSC members ? (CO-4)

(e) What are the advantages of using precast prestressed units in association with in-situ concrete ?

(CO-2)

PART – B

Answer any FOUR questions (4 x10 = 40 M)

4 List the different systems of prestressing and explain the Hoyer’s system of prestressing with neat

sketch. (10m) (CO-2)

5 A Prestressed concrete beam 200mmX350mmX6000mm is prestressed by a straight cable

carrying an initial force of 250kN at an eccentricity of 75mm towards the soffit of the beam. Area

of crossection of the cable is 300mm2. The grade of concrete is M50. Cement used is Portland cement. The Relative Humidity may be assumed as 50%. The surface exposed to drying is

350mmX6000mm. Take Es= 210GPa, Ec= 35Gpa. The compressive stress does not exceeds

0.36fck at the of loading and the temperature is not greater than 400C . Estimate the loss of

stress in steel due to elastic shortening, Shrinkage, Creep of concrete.

(10m) (CO-3)

6 A prestressed concrete beam of rectangular section 300 mm x 600 mm has a span of 12 m. The (10m) (CO-3)

effective prestressing force is 1000 kN at an eccentricity of 120 mm. The dead load of the beam

is 4.5 kN/m and the beam has to carry a live load of 7.5 kN/m. Determine the extreme stresses

(i) at the end section

(ii) at the mid section without the action of live load

(iii) at the mid section with the action of live load 7 A prestressed concrete “ I ” beam supports a live load of 4000 N/m over a simply supported span

of 8 m. The beam has an overall depth of 400 mm. The thickness of each flange and web are 60

mm and 80 mm respectively. The width of each flange is 200 mm. The beam is to be prestressed

by an effective prestressing force of 250 kN applied at a suitable eccentricity such that the

resultant stress at the bottom of beam at centre of span is zero.

(i) Find the eccentricity required for the prestressing force.

(ii) If the tendon is concentric, what should be the magnitude of prestressing force for the

resultant stress to be zero at the bottom fibre of the central section ?

(10m) (CO-3)

8 A concrete beam with a rectangular section 300 mm x 500 mm is prestressed by two post

tensioned cables of area 600 mm2 each, initially stressed to 1600 N/mm2. The cables are located

at a constant eccentricity of 100 mm throughout the length of the beam having a span of 10 m.

The modulus of elasticity of steel and concrete is 210 and 38 kN/mm2 respectively.

(i) Neglecting all losses, find the deflection at the centre of span when it is supporting its own

weight.

(ii) Allowing for 20 % loss in prestress, find the deflection at the centre of span when it carries an

imposed load of 18 kN/m.

(10m) (CO-4)

9 A composite T-beam is made up of a pre-tensioned rib 100 mm wide and 200 mm deep and a

cast-in-situ slab 400 mm wide and 40 mm thick having a modulus of elasticity of 28 kN/mm2. If

the differential shrinkage is 100 x 10-6 units, determine the shrinkage stresses developed in

the precast and cast in-situ units.

(10m) (CO-3)





3 1 3

Course Name: Groundwater Development and Management Course Code: 13CED033

Names of the Faculty Member: Dr. K. Ravikumar




1. PREREQUISITES

Engineering Hydrology (13CED013), Fluid Mechanics (13CED007) and Hydraulics & Hydraulic Machines

(13CED010)


The student should be able

• To enable the students to understand the basic equations used in Groundwater Movement and well hydraulics.

• To enable the students to solve analytical problems.

• To provide the students with basic ground water investigation studies using surface and sub-surface methods.

• To impart the students with the concepts of Groundwater Development and Management.


Upon completion of this course the student is able to

1. List the aquifer properties and apply Darcy’s law in groundwater movement.

2. Derive differential equation governing groundwater flow in three dimensions.


3. Do analysis of pumping tests in steady and unsteady flow cases and investigate theoretical methods for groundwater exploitation.

4. Identify the saline water intrusion problem in groundwater.


Course

Outcomes

(COs)


a b c d E f g h i j k l

CO 1 3 2 3 2 3 3 1 1 1 1 1 1

CO 2 3 3 3 3 3 3 2 1 1 1 1 1

CO 3 3 3 3 3 3 3 2 1 1 1 1 1

CO 4 3 3 3 3 3 3 3 3 3 1 2 3



(i) TEXT BOOKS

T1. Ground water Hydrology by David Keith Todd, John Wiley & Son, New York, 2004.

T2. Ground water by H.M.Raghunath, New Age International Pvt. Ltd., Publishers, Hyderabad, 2002.

T3. Hydrology and Water Resources Engineering by K.C.Patra, Narosa Publishing House, Chennai, 2008.

T4. Hydrology and Water Resources Engineering by S.K.Garg, Khanna Publishers, New Delhi, 2002.

T5. Water Resources Engineering by R.A.Wurbs and W.P.James, Prentice-Hall of India Pvt Ltd., New Delhi, 2002.

T6. Engineering Hydrology by K.Subramanya, Tata McGraw-Hill Publishing Company Ltd., New Delhi, 2012.


(a) Publications

Unit I, II and III and IV:

P1. Bridget R. Scanlon, Richard W. Healy and Peter G. Cook (2002). Choosing appropriate techniques for quantifying groundwater

recharge, Hydrogeology Journal,10:18–39.

P2. Richard W. Healy · Peter G. Cook (2002). Using groundwater levels to estimate recharge, Hydrogeology Journal, 10:91–109.

P3. C.P.Kumar (1997). Estimation of Natural Groundwater Recharge, ISH Jl of Hydraulic Engg, 3(1), 61-74.

Unit V:

P1. Tissa Illangasekare et al., (2006). Impacts of the 2004 tsunami on groundwater resources in Sri Lanka, Water Res Research, 42 (5),

DOI: 10.1029/2006WR004876.

P2. K.G. Villholth et. al., (2005). Tsunami Impacts on Shallow Groundwater and Associated Water Supply on the East Coast of Sri Lanka,

IWRM Report.


L1. http://nptel.ac.in/courses/ 105103026 – pdf materials on groundwater

L2. http://nptel.ac.in/courses/105105042 -- Video materials on groundwater

(iii) JOURNALS

J1. Water Resources Research

J2. Int Jl of Water Resources Planning and Development

J3. Water International

J4. Int Jl of Water

J5. Jl of Hydrogeology

J6. Jl of Indian Water Resources Society

J7. Groundwater for Sustainable Development

J8. Jl of Groundwater Hydrology

J9. Jl. of Hydrology

J10. Hydrological Processes

J11. Hydrogeology Journal

J12. Ground Water

J13. Hydrological Sciences Journal

J14. Int Jl of Hydrologic Engineering







Guest Lecture: "Groundwater Resources Development in India” by Dr. I.C.Das, Scientist, NRSC, Balanagar, is scheduled on 121/09/2017

8. ASSESSMENT




AM7: Course Projects** AM8: Group Presentations

AM9: Any other (Specify)

** COURSE PROJECTS


R13

S. No. Assessment Methodology Marks

1. Home Assignments (AM3) 5

4. Mid Term Examination (AM2) 25

5. Semester End Examination (AM1) 70





Nil


UNIT -I

Ground water hydrologic cycle, origin of ground water, rock properties effecting ground water, Vertical distribution of ground water,

zone of aeration and zone of saturation, geologic formation as aquifers, types of aquifers, porosity, specific yield and specific

retention. Ground Water Movement-Permeability, Darcy’s law, storage coefficient, Transmissivity, Differential equation governing

ground water flow in three dimensions derivation, ground water flow equation in polar coordinate system, ground water flow

contours and their applications.

Learning Objectives: After completion of the unit, the student will be able to:

• Explain the vertical distribution of groundwater zones in

• Classify the Aquifers

• Outline the aquifer properties

• Derive equations used for study/model of groundwater movement

• Explain groundwater flow contours and their applications

TEACHING PLAN

S. Contents of syllabus to No. of Lecture Proposed Learning Resources / Course

No. be taught Lecture

Periods

Dates Delivery

Methodologies

References



Learning Resources)

Outcomes

1 Introduction of the subject

& its importance, and

syllabus discussion

1

8/7/2017 DM 1 T6 and L1 & L2 CO 1

2 Ground water hydrologic

cycle and origin of ground

water

1

10/7/2017

DM 1 T6 & T2 and L1 & L2

CO 1

3 Rock properties and their

influence on groundwater

occurrence

1 11/7/2017 DM 1 T6 and L1 & L2

CO 1

4 Vertical distribution of

groundwater – zone of

aeration and saturation

1 12/7/2017 DM 1 T6 & T2 and L1 & L2

CO 1

5 Geologic formation as

aquifers and types of

aquifers

1 12/7/2017 DM 1 T6 & T2 and L1 & L2

CO 1

6 Porosity, specific yield and

specific retention

1 16/7/2017 DM 1 T6 and L1 & L2 CO 1

7 Tutorial 1 18/7/2017 DM 2 T6 CO 1

8 Groundwater movement –

permeability, Darcy’s Law,

Storage coefficient and

Transmissivity

2 19/7/2017 DM 1 T6 & T2 and L1 & L2

CO 1

9 Tutorial 1 19/7/2017 DM2 T6 CO 1

10 Differential equation

governing GW flow in 3D

1 22/7/2017 DM 1 T6 & T2 and L1 & L2 CO 2

11 Tutorial 1 24/7/2017 DM 2 T6 & T2 CO 2

12 GW flow equation in Polar

Coordinate system

1 25/7/2017 DM 1 T6 & T2 and L1 & L2 CO 2

13 Tutorial 1 26/7/2017 DM 2 T6 & T2 CO 2

14 GW flow contours and

applications

1 26/7/2017 DM 1 T6 & T2 and L1 & L2 CO 2

UNIT- II

Analysis of Pumping Test Data-I:

Steady ground water flow towards a well in confined and unconfined aquifers-Dupit’s and Theism’s equations, assumptions, formation

constants, yield of an open well interface and well tests.


• Enlist the available equations (Dupit’s and Theism’s) for steady GW flow in both confined and unconfined aquifers

• Solve the problems related to GW flow towards well

• Name the well tests and describe them

• Estimate the yield of an open well interface

TEACHING PLAN

S.

No.

Contents of syllabus to be

taught

No. of

Lecture

Periods

Lecture

Dates

Proposed

Delivery

Methodologies


References



Learning Resources)

Course

Outcomes

28)

Steady flow towards well in

confined aquifer: assumptions and

derivations

3 29, 30 AND

31/7/2017

DM 1

T6, T2 and T4

L1 AND L2 CO 3

29)

Steady flow towards well in un-

confined aquifer: assumptions and

derivations

3 1, 2 AND

3/8/2017

DM 1

T6, T2 and T4 CO 3

30)

Yield of an open well interface 1 7/8/2017 DM 1 T6, T2 and T4

L1 AND L2 CO 3

31) Tutotials 4 8, 9 AND

12/8/2017

DM 2 T6, T2 and T4 CO 3

32) Well tests 2 16/8/2017 DM 1 T6, T2 and T4

L1 AND L2 CO 3

33) Videos on Modeling work based

on above theories

2 19/8/2017 DM 4 L2 CO 3

UNIT III

Analysis of Pumping Test Data-II:

Unsteady flow towards well-Non Equilibrium equations, Thesis solution, Jocob and Chow’s simplifications, Leak aquifers.


• Enlist the available equations (Theis, Jacob and Chow’s) for unsteady GW flow in both confined and unconfined aquifers

• Solve the problems related to GW flow towards well

• Estimate the yield of an open well interface

TEACHING PLAN

S.

No.


taught

No. of

Lecture

Periods

Lecture

Dates

Proposed

Delivery

Methodologie

s


References



Learning Resources)

Course

Outcomes

1

Unsteady flow towards well –

Non-equilibrium equations –

Thesis solution, Jocob and Chow’s

simplifications

5 21, 22, 23

AND

26/8/2017

DM 1 T2, T2 AND T4

L1 AND L2 CO 3

2

Tutorials 6 28, 29, 30/8

AND 4,

5/9/2017

DM 2 T6 AND T2

CO 3

3 Leaky Aquifers 2

6/9/2017 DM 1 T2, T2 AND T4

L1 AND L2

CO 3

4 Videos on Modeling work based

on above theories

2 9 AND

11/9/2017 DM 4 L2

CO 3

UNIT IV

Surface and sub-surface Investigation:

Surface methods of exploration-Electrical resistivity method and Seismic refraction methods. Subsurface methods- geophysical logging and

resistivity logging. Concept of artificial recharge of ground water, recharge methods, Applications of GIS and RS in artificial recharge of

ground water along with case studies.


• Describe the surface methods of groundwater investigation and compare them to estimate the yield of groundwater at a particular

location.

• Describe the sub-surface methods of groundwater investigation and compare them to estimate the yield of groundwater at a

particular location.

• Classify the methods of artificial recharge of groundwater

• Explain the RS&GIS applications for recharge of groundwater using case studies

TEACHING PLAN

S.

No.


taught

No. of

Lecture

Periods

Lecture

Dates

Proposed

Delivery

Methodologies


References



Learning Resources)

Course

Outcomes

1 surface methods of groundwater

investigation

3 12,

13/9/2017 DM 1 T1, T2, T3 AND T4 CO 3

2 sub-surface methods of

groundwater investigation

3 16, 18 AND

19/9/2017 DM 1 T1, T2, T3 AND T4 CO 3

3 methods of artificial recharge of

groundwater

1 23/9/2017 DM 1 T1, T2, T3 AND T4 CO 3

4 RS&GIS applications for recharge

of groundwater

1 25/9/2017 DM 4 T1, T2, T3 AND T4 CO 3

5 Case studies of using RS&GIS in

artificial recharge of GW

2 3 AND

4/10/2017 DM 2 T1, T2, T3 AND T5 CO 3

UNIT V

Saline water intrusion in aquifer:

Occurrence of saline water intrusion, Ghyben-Herzberg relation, Shape of interface, control of water intrusion. Ground water basin

management-case studies.


• Understand the concept of saline water intrusion in coastal aquifers

• Derive the relation interface between the fresh water and saline water

• Enumerate the methods required for controlling the salt water intrusion into fresh water

• Illustrate the importance of groundwater basin management to replenish the aquifers and uses some case studies to deepen the

understanding

TEACHING PLAN:

S.

No.


taught

No. of

Lecture

Periods

Lecture

Dates

Proposed

Delivery

Methodologies


References



Learning Resources)

Course

Outcomes

1 Occurrence of saline water

intrusion

1 9/10/2017 DM 1

T1, T2, T3 AND T4 CO 4

2

Ghyben-Herzberg relation for

interface of saline water and fresh

water - derivation

3 10,

11/10/2017 DM 1


3 Controlling methods of salt water

intrusion

2 14,

16/10/2017

DM 1 T1, T2, T3 AND T4 CO 4

4 Groundwater basin management 1

21/10/2017 DM 1 T1, T2, T3 AND T4 CO 4

5 Case studies 3 23-

25/10/2017 DM 4


6 Tutorial 3 28, 30,

31/10/2017

DM 1 T1, T2, T3 AND T4

CO 4

7 Revision 2

6-8/11/2017 DM 1

T1, T2, T3, T4 and T6 CO 4

TUTORIAL QUESTIONS

1. A confined horizontal aquifer of thickness 15m and permeability K=20 m/day, connects two reservoirs M and N situated 1.5 Km apart.

The elevations of the water surface in reservoirs M and N measured from the top of the aquifer are 30m and 10m, respectively. If the

reservoir M is polluted by a contaminant suddenly, how long will it take the contaminant to reach the reservoir N? Assume the porosity of

the aquifer is 0.3.

2. Derive the steady and unsteady equation for groundwater flow in confined aquifer.

3. A well is located in a 25m confined aquifer of permeability 30m/day and storage coefficient 0.005. If the well is being pumped at the rate

of 1750lpm, calculate the drawdown at a distance of (a) 100m and (b) 50m from the well after 20hours of pumping.

4. A 30cm diameter well completely penetrates a confined aquifer of permeability 45 m/day. The length of the strainer is 20m. Under steady

state of pumping the drawdown at the well was found to be 3m and the radius of influence was 300m. Calculate the discharge. (ii)

Calculate the discharge if the well diameter is 45cm and if the drawdown is increased to 4.5m.

HOME ASSIGNMENT-I

Issue date: 18/08/2017 Submission date: 24/08/2017

1. Describe the groundwater flow contours and their applications.



reservoir M is polluted by a contaminant suddenly, how long will it take the contaminant to reach the reservoir N? Assume the porosity

of the aquifer is 0.3.

3. Two rivers A and B run parallel to each other and fully penetrate the unconfined aquifer situated on a horizontal impervious base. The

rivers are 4 Km apart and the aquifer has a permeability of 1.5 m/day. In a year, the average water surface elevations of the rivers A and B,

measured above the horizontal impermeable bed, are 12m and 9m, respectively. If the region between the rivers received an annual net

infiltration of 20cm in that year, estimate (a) the location of the groundwater table divide (b) the average daily groundwater discharge into

the rivers A and B from the aquifer.

4. A confined stratified aquifer has a total thickness of 12m and is made up of three layers. The bottom layer has a coefficient of

permeability of 30 m/day and a thickness of 5m. The middle and top layers have permeability of 20m/day and 45m/day respectively and are

of equal thickness. Calculate the transmissivity of the Confined aquifer and the equivalent permeability, the flow is along the stratification.



(AN AUTONOMOUS INSTITUTE)

IV B.TECH. I SEMESTER REGULAR EXAMINATION-2017

SUBJECT: GROUNDWATER DEVELOPMENT AND MANAGEMENT

(CE)

Time: 3 Hours Max. Marks: 70

------------------------------------------------------------------------------------------------------------------------------------------------------------------

PART-A (Answer All Questions)

1. Answer in one sentence 5*1=5 Marks

i. Write the dimensions for transmissivity ‘T’.

ii. Define ‘drawdown’.

iii. Define leaky aquifer.

iv. Mention any two methods of surface exploration of groundwater.

v. Mention any two methods of recharging groundwater.

2. Answer in two sentences 5*2=10 Marks

i. Differentiate specific yield and specific retention.

ii. Write Dupit’s assumptions for steady radial flow towards a well in confined aquifer.

iii. Differentiate Theis and Jacob methods.

Subject Code

13CED033

R13

iv. Describe seismic refraction method.

v. Write the Ghyben-Herzberg relation with neat sketch.

3. Answer briefly 5*3=15 Marks

i. Describe various soil-water zones in subsurface groundwater.

ii. Describe equilibrium pumping test.

iii. For an area underlain by a two aquifer systems (leaky aquifer) the piezometric heads in the confined aquifer recorded at two places

1km apart are 50 and 47.66m, respectively. The phreatic surface in the area is 45 m. estimate the leakage factor for the area.

iv. Describe electrical logging method.

v. Describe any two methods of controlling salt water intrusion.

Part-B (Answer any four questions) 4*8= 40 Marks



reservoir M is polluted by a contaminant suddenly, how long will it take the contaminant to reach the reservoir N? Assume the porosity of

the aquifer is 0.3.

5. Derive the steady and unsteady equation for groundwater flow in confined aquifer.

6. A well is located in a 25m confined aquifer of permeability 30m/day and storage coefficient 0.005. If the well is being pumped at the rate

of 1750lpm, calculate the drawdown at a distance of (a) 100m and (b) 50m from the well after 20hours of pumping.

7. A 30cm diameter well completely penetrates a confined aquifer of permeability 45 m/day. The length of the strainer is 20m. Under steady

state of pumping the drawdown at the well was found to be 3m and the radius of influence was 300m. Calculate the discharge. (ii)

Calculate the discharge if the well diameter is 45cm and if the drawdown is increased to 4.5m.

8. Discuss one case study application of RS&GIS in recharge of groundwater.

9. Describe various steps involved in optimum development of groundwater resources of a basin.










4 1 3

Course Name: Airport Planning and design Course Code:

13CED035

Names of the Faculty Member : BAV RAM KUMAR




1. PREREQUISITES



• Student shall be able to understand the classification of airports and related aircraft characteristics

• Student shall be able to understand the site selection for airport

• Student shall be able to explain the grading and drainage of airport

• Student shall be able to explain the air traffic control aids



Students who successfully complete this course will be able to

CO 1: Design the runway length and estimate the corrected runway length

CO 2: Planning and designing the terminal area

CO 3 : Marking runway and taxiway areas

CO 4 : Structural design of airport pavements & visual aids


Course

Outcomes

(COs)


a B c d e f g h i j k l

CO 1 3 3 2 1 1 2 1 1 1 1 2 1

CO 2 2 3 3 2 1 2 1 1 1 1 2 1

CO 3 3 2 3 1 1 1 1 1 1 1 2 1

CO4 2 2 2 1 1 1 1 1 1 1 2 1



(i) TEXT BOOKS

T1. Airport planning & Design - S. K. Khanna SS Arora MG Arora Jain Publications

T2. Planning & Design of Airports – Robert M. Horonjeff, Francis X Mc Graw Hill Professional

T3. Airport Engineering: Planning, Design and Development of 21st Century Airports by Norman J. Ashford, SaleMumayiz,

Paul H. Wright, Mc. Graw Hill Professional


(a) Publications

T4. Airport engineering – norman j ashford mc. Graw hill professional

T5. Airport planning and management by Seth Young and Alexander Wells, Mc Graw Hill

T6. Airport Operations by Norman J. Ashford, H. P. Martin Stanton , Mc Graw Hill


NPTEL

1. http://nptel.ac.in/courses/105107123/

(iii) JOURNALS

1. Advancing Airfield Pavements |Proceedings - ASCE Library

2. International Journal of Pavement Engineering - Taylor & Francis Online


DM1: Chalk and Talk

DM2: Learning by doing

DM3: Case Study (Work on real data)



No guest lecturers planned

8. ASSESSMENT


AM3: Assignments


https://www.google.co.in/url?sa=t&rct=j&q=&esrc=s&source=web&cd=6&cad=rja&uact=8&ved=0ahUKEwjM3fS0rubVAhUIR48KHV2qALcQFghAMAU&url=http%3A%2F%2Fwww.tandfonline.com%2Ftoc%2Fgpav20%2F0%2F0&usg=AFQjCNEz06OBupY8OnXf5_t7omDaySw2Uw

AM5: Objective Test


For R13




project

Weightages in marks


Course project

1. Assignment

5

5

2.




No simulation softwares


UNIT No. :1

LEARNING OUTCOMES

TEACHING PLAN

S.

No.


be taught

No. of Lecture


Proposed Delivery

Methodologies




Resources)

Course

outcomes

1 Introduction to Airport

Planning & Design 2 10 July 2017

11 July 2017

DM 1 Airport Planning and design

Sk. Khanna, M.G. Arora , SS Jain CO1

2 Requirements of

aircraft types 2 12 July 2017

13 July 2017

DM1

Planning and Designof Airports

Robert Horonjeff ,Francis X.

McKelvey ,William J. Sproule,Seth

B. Young

CO1

3 Field Length

Regulations 1

15 July 2017

DM1 & 2

Airport Planning and design

Sk. Khanna, M.G. Arora , SS Jain/

NPTEL

CO1

4

Field Length

Regulations

1) Normal Landing

case

1 18 July 2017

DM1




B. Young/ NPTEL

CO1

5

Field Length

Regulations

2) Normal Take

off case

1 19 July 2017

DM1 & 2




B. Young/ NPTEL

CO1

6

Field Length

Regulations

3) Engine Failure

case

1 20 July 2017

DM1 & 2




B. Young/ NPTEL

CO1

7 Weight Components 1 22 July 2017

DM1 & 2


Robert Horonjeff ,Francis X. CO1


B. Young

8 Restrictions on payload

1

24 July 2017

DM1




B. Young

CO1

9 Payload range

performance 1

25 July 2017

26 July 2017

DM1




B. Young

CO1

10 Airplane component

parts 1

27 July 2017

DM1 & 4




B. Young / YOUTUBE

CO1

11 Military and Civil

aircrafts 1

29 July 2017

DM1




B. Young

CO1

12 Civil military co

ordination 1

30 July 2017

DM1




B. Young

CO1

13 Classification of Flying

activity 1

01 August 2017

DM1


Robert Horonjeff ,Francis X. CO1


B. Young

14 Relation of aircraft o

Landing Facility 1

02 August 2017

DM1




B. Young

CO1

15 Aircraft characteristics 1

03 August 2017

DM1 & 4




B. Young / YOUTUBE

CO1

16 Future Trends in

Aircraft design 1

05 August 2017

DM1




B. Young

CO1

UNIT No. :2

LEARNING OUTCOMES

TEACHING PLAN

S.

No.


be taught

No. of Lecture


Proposed Delivery

Methodologies




Resources)

Course

Outcomes

1 Overview of runway

design 1

08 August 2017

DM 1


Sk. Khanna, M.G. Arora , SS Jain CO 1& 2

2 Runway orientation

Wind Components 1

09 August 2017

DM1




B. Young

CO 1& 2

3 Windrose Diagram for

runway orientation 1

10 August 2017

DM1 & 2



NPTEL

CO 1& 2

4 Windrose Diagram

Type 2 1

12 August 2017

DM1 & 2




B. Young/ NPTEL

CO 1& 2

5 Basic Runway

Length 1

16 August 2017

DM1 & 2




B. Young/ NPTEL

CO 1& 2

6

Necessity of

corrections for

Runway length

1

17 August 2017

DM1 & 2




B. Young/ NPTEL

CO 1& 2

7

Correction for

Elevation &

Temperature

1

19 August 2017

DM1 & 2




B. Young

CO 1& 2

8

Correction For

Gradient & Effective

Gradient

1

21 August 2017

DM1 & 2




B. Young

CO 1& 2

9 Problems on

Corrections 1

22 August 2017

DM1 & 2




B. Young

CO 1& 2

10 Airport Obstructions 1

23 August 2017

DM1




B. Young / YOUTUBE

CO 1& 2

11 Classification of

Obstructions 1

07 August 2017

DM1




B. Young

CO 1& 2

12 Zoning laws & Turning

zone 1

24 August 2017

DM1




B. Young

CO 1& 2

UNIT No. :3

LEARNING OUTCOMES

TEACHING PLAN

S.

No.


be taught

No. of Lecture


Proposed Delivery

Methodologies




Resources)

Course

Outcomes

1 Factors controlling

taxiway layout 1

26 August 2017

DM 1


Sk. Khanna, M.G. Arora , SS Jain CO 3

2 Geometric

Design of Taxiways 1

28 August 2017

DM1 & 2




B. Young

CO 3

3 Exit Taxiways 1

29 August 2017

DM1



NPTEL

CO 3

4 Fillets& separation

clearance 1

30 August 2017

DM1




B. Young/ NPTEL

CO 3

5

Holding apron,

Turnaround or

Bypass Taxiway

1

31 August 2017

DM 1




B. Young/ NPTEL

CO 3

6 Components of

terminal Area 1

02 September

2017 DM1 Planning and Designof Airports

Robert Horonjeff ,Francis X. CO 3


B. Young/ NPTEL

7 Building and Building

Area 1

11 September

2017

DM1




B. Young

CO 3

8 Vehicular Circulation

and Parking Area 1

12 September

2017

DM1




B. Young

CO 3

9 Design of Apron 1

13 September

2017

DM1 & 2




B. Young

CO 3

10 Design of Hanger 1

14 September

2017

DM1 & 2




B. Young / YOUTUBE

CO 3

11 Jet blast considerations 1

16 September

2017

DM1




B. Young

CO 3

12 Typical Airport Layouts 1 18 September

2017 DM1& 4 Planning and Designof Airports



B. Young

UNIT No. :4

LEARNING OUTCOMES

TEACHING PLAN

S.

No.


be taught

No. of Lecture


Proposed Delivery

Methodologies




Resources)

Course

Outcomes

1 Introduction to Airport

Planning 1

19 September

2017



2 Airport Master Plan 1

21 September

2017

DM2




B. Young

CO 2

3 Regional Planning 1

23 September

2017

DM1 & 2



NPTEL

CO 2

4 Data required before

site selection 1

25 September

2017

DM1




B. Young/ NPTEL

CO 2

5

Factors controlling

airport site

selection

2

26 &

27September

2017

DM 2




B. Young/ NPTEL

CO 2

6 Surveys for site

selection 2

27 September

2017

03 October 2017

DM1 & 2




B. Young/ NPTEL

CO 2

7 Drawings to be

prepared 2

03 & 04 October

2017

DM1 & 2




B. Young

CO 2

8 Estimation of future air

traffic needs 1

05 October 2017

DM1 & 2




B. Young

CO 2

TUTORIAL QUESTIONS

UNIT No. :5

LEARNING OUTCOMES

TEACHING PLAN

S.

No.


be taught

No. of Lecture


Proposed Delivery

Methodologies




Resources)

Course

Outcomes

1

Introduction to

Structural design of

airport pavements

2

07 & 09 October

2017



2 Various Design Factors 2

10 & 11 October

2017

DM2




B. Young

CO 4

3 Design Methods For

Flexible Pavements

2

12 & 14 October

2017

DM1 , 2 & 3



NPTEL

CO 4

4 Design Method For Air

Field Rigid Pavements 3

16 ,17& 19

October 2017

DM1 , 2 & 3




B. Young/ NPTEL

CO 4

5 Influence Chart For The

Moment In A Concrete

Pavement Due To A Load

2 21 & 23 October

2017 DM 2 Planning and Designof Airports


In The Interior Of The

Slab McKelvey ,William J. Sproule,Seth

B. Young/ NPTEL

6 LCN System

Of Pavement Design 2

24 & 25 October

2017

DM1 & 2




B. Young/ NPTEL

CO 4

7 Joints In Cement Concrete

Pavements 2

26 &28 October

2017

DM1 & 2




B. Young

CO 4

8

Special Consideration

For Design Of Pavement

Facilities For V/Stol

Operations

3

30 &31 October

2017

DM1 & 2




B. Young

CO 4

9 Airport Marking 3

01 November

2017

DM1 & 2




B. Young

CO 3

10 Airport Lighting.

2

02 & 04

November 2017

DM1 & 2




B. Young / YOUTUBE

CO 3

-----------------------------------------------------------------------------------------------------------------------------------------------------------------


(END EXAMINATION) 12. MODEL QUESTION PAPER

(END EXAMINATION)


(Autonomous)


(AIRPORT PLANNING & DESIGN)

(Civil Engineering)




a. Define what is Minimum turning radius of aircraft?

b. Define cross wind component?

c. What is hanger?

d. What is an airport master plan?

e. List the joints in cc pavements.


a. What are various weight components of aircraft.

Subject Code:

13CED035

13CED030

R13

b. Differentiate between basic and design runway length

c. Explain the importance of holding apron in airport lay out

d. What are various geometric design standards of taxiways.

e. State the importance of Airport Marking


a. Classify the different types of flying activity?

b. How are runways oriented based on type2 windrose diagram?

c. Explain the factors controlling taxiway layout?

d. Explain the data required for airport site selection

e. What are the factors to be considered in thickness determination of airfield pavements?

PART- B


Q. 4) a) Explain how aircraft characteristics effect the design of landing facility?

b) Determine the runway length requirements according to the specifications of FAA for a turbine-powered aircraft with the

following performance characteristics:

Normal takeoff:

Liftoff distance = 7000 ft

Distance to height of 35 ft = 8000 ft

Engine failure:

Liftoff distance = 8200 ft

Distance to height of 35 ft = 9100 ft

Engine-failure aborted takeoff:

Accelerate-stop distance = 9500 ft

Normal landing:

Stop distance = 5000 ft

Q. 5) a ) Describe how airports are classified as per International Civil Aviation Organization?

b) The length of a runway under standard conditions is 1500m. The airport site has an elevation of 900m. Its reference temperature is

20oC. If the runway is to be constructed with an effective gradient of 0.2percent, determine the corrected runway length.

Q. 6) Write short notes on

a) Fillets

b) Separation clearance

c) Holding apron

d) Turnaround or bypass taxiway

Q. 7) a) Enumerate the various factors which you would keep in view while selecting suitable site for airport?

b) What are the objectives of airport master plan?

Q. 8) Name and discuss in brief the various methods used for designing flexible airport pavements

Q. 9) Plate bearing test conducted on a soil sub grade using 75cm diameter plate, yielded 0.5 cm deflection, a pressure of 2.2kg/cm2 after ten

repetitions. Design a taxiway for capacity operation and a single wheel load of 25,000kg with a tyre pressure of 10.5 kg/cm2.

________________________________________________****The End*****_____________________________________________










4 0 3

Course Name: Disaster Management Course Code:

13CED037

Names of the Faculty Member : R.Harika




1. PREREQUISITES

Student need not have any qualifying course to attend this one. However, basic knowledge of current affairs will help

understand and gauge the gravity of the subject.


• Understand the difference between a hazard and disaster

• Know about various disasters and their impacts

• Understand Different approaches of disaster risk reduction

• Understand Disaster risks in India



• Acquire the knowledge disaster Management

• Understand the vulnerability of ecosystem and infrastructure due to a disaster

• Acquire the knowledge of Disaster Management Phases

• Understand the hazard and vulnerability profile of India


Course

Outcomes

(COs)



CO 1 1 1 1 1 1 1 3 1 1 1 2 3

CO 2 2 1 1 1 1 2 3 1 1 1 1 3

CO 3 1 1 2 2 1 3 3 2 3 1 3 3

CO 4 3 1 2 2 1 3 1 1 1 1 2 3



(i) TEXT BOOKS

T1. Alexander David, Introduction in ‘Confronting Catastrophe’, oxford University press, 2000

T2. Andharia J. Vulnerability in disaster Discourse, JTCDM, Tata Institute of Social Sciences working paper no.8, 2008

T3. Blaikie, P, Cannon T, Davis I, Wisner B 1997. At Risk Natural Hazards, Peoples’ Vulnerability and Disaster, Rutledge.

T4. Coppola P Damon, 2007. Introduction to International Disaster Management.

T5. Carter, Nick 1991.Disaster Management: A Disaster Manager’s Handbook. Asian Development Bank, Manila Philippines.

T6. Cuny,F. 1983. Development and Disasters, Oxford University Press

T7. Govt.of India; Disaster Management Act 2005, Government of India, New Delhi.


(Course delivery including latest trends brings good insight of the course in students and also inculcates the habit

of self learning among the students.

Publications referred can be given unit wise or at course level.)

(a) Publications

(i) Rutherford, W.H. and De Boer, J., 1983. The definition and classification of disasters. Injury, 15(1), pp.10-12.

(ii) Cronstedt, M., 2002. Prevention, preparedness, response, recovery-an outdated concept?. Australian Journal of Emergency

Management, The, 17(2), p.10.

(iii) Wallace, W.A. and De Balogh, F., 1985. Decision support systems for disaster management. Public Administration

Review, pp.134-146.

(iv) Lin Moe, T. and Pathranarakul, P., 2006. An integrated approach to natural disaster management: public project

management and its critical success factors. Disaster Prevention and Management: An International Journal, 15(3),

pp.396-413.

(v) El-Masri, S. and Tipple, G., 2002. Natural disaster, mitigation and sustainability: the case of developing countries.

International planning studies, 7(2), pp.157-175.


L1. Websites of Complex Emergency Database (CE-DAT) and Centre for Research for Epidemiology of Disasters

http://www.emdat.be/

L2. NIDM Disaster Trends - http://nidm.gov.in/PDF/Disaster_trends.pdf

L3. Climate Action –

L4. https://en.wikipedia.org/wiki/United_Nations_Framework_Convention_on_Climate_Change

L5. https://en.wikipedia.org/wiki/Kyoto_Protocol

L6. https://en.wikipedia.org/wiki/Paris_Agreement

(iii) JOURNALS

J1. Rutherford, W.H. and De Boer, J., 1983. The definition and classification of disasters. Injury, 15(1), pp.10-12.

J2. Cronstedt, M., 2002. Prevention, preparedness, response, recovery-an outdated concept?. Australian Journal of Emergency

Management, The, 17(2), p.10.

J3. Lin Moe, T. and Pathranarakul, P., 2006. An integrated approach to natural disaster management: public project management

and its critical success factors. Disaster Prevention and Management: An International Journal, 15(3), pp.396-413.

J4. El-Masri, S. and Tipple, G., 2002. Natural disaster, mitigation and sustainability: the case of developing countries.

International planning studies, 7(2), pp.157-175.





DM4: Demonstration (Physical / Laboratory / Audio Visuals) DM8: Any Other (Please specify)


None

8. ASSESSMENT




AM7: Course Projects** AM8: Group Presentations

AM9: Any other (Specify)

** COURSE PROJECTS

Course project is planned with eight batches per section. The project will be assigned after covering basic topics

on the subject. The project will involve assessing the looming hazards, disaster vulnerability and risk and coming

up with mitigation measures and improvement of resilience of the area. The batches will be given the liberty of

choosing suitable vulnerable regions with the approval of the faculty in-charge.


For R13




project

Weightages in marks


Course project

1.

Assignment

AM3

5

5

2.

3. Course project 2% -




None


UNIT No. : 1 Introduction to disaster

LEARNING OUTCOMES: Acquire the knowledge disaster Management

TEACHING PLAN

S.

No.


be taught

No. of Lecture


Proposed Delivery

Methodologies




Resources)

Course

Outcomes

1. Intro to Disaster

Management: Definitions

01 03 Jul DM1, DM4 T4, T7, T5 CO1

2. Definitions and Concepts: 01 05 Jul DM1, DM4 T4, T7, T5 CO1

Hazard

3. Definitions and Concepts:

Risk and Vulnerability

01 07 Jul DM1, DM4 T4, T7, T5 CO1

4. Definitions and Concepts:

Disaster Management

01 08 Jul DM1, DM4 T4, T7, T5 CO1

5. Activities involved in

Disaster Management

01 12 Jul DM1, DM4 T4, T7, T5 CO1

6. Differences between

hazard, vulnerability, risk

and disaster

01 15 Jul DM1, DM3 T4, T7, T5 CO1

UNIT No. : II Disasters: Classifications, Causes, Impacts

LEARNING OUTCOMES: Understand the vulnerability of ecosystem and infrastructure due to a disaster

TEACHING PLAN

S.

No.


be taught

No. of Lecture


Proposed Delivery

Methodologies




Resources)

Course

Outcomes

1. Classification of disasters 01 17 Jul DM1, DM4 T4, T7, J1 CO2

2. Causes and effects of

natural disasters –

Floods, cyclones and

earthquakes

01 19 Jul DM4, DM6 T4, L2 CO2


natural disasters – Global

warming and epidemics

01 21 Jul DM4, DM6 T4, L2 CO2


manmade disasters

01 22 Jul DM4, DM6 T4, L2 CO2

5. Social impacts of

disasters

01 24 Jul DM4, DM6 T4, L2 CO2

6. Psychological,

environmental and

political impacts of

disasters

02 26 Jul DM4, DM6 T4, L2 CO2

7. Global trends of disasters

Urban disasters and

impacts

02 28 Jul DM4, DM6 T4, L1 CO2

8. Causes of urban disasters

and pandemics

01 29 Jul DM4, DM6 T4, L3 CO2

9. Complex humanitarian

emergencies (CHEs)

01 31 Jul DM4, DM6 T4 CO2

10. Complex humanitarian

emergencies

01 02 Aug DM4, DM6 T4 CO2

11. Climate change and

international mitigation

actions

01 07 Aug DM4 T4, L3, L4, L5 CO2

UNIT No. : III Approaches to disaster Risk reduction

LEARNING OUTCOMES: Acquire the knowledge of Disaster Management Phases

TEACHING PLAN

S.

No.


be taught

No. of Lecture


Proposed Delivery

Methodologies




Resources)

Course

Outcomes

1. Disaster management

cycle

01 09 Aug DM1, DM4 T4, T5 CO3

2. Analysis and phases of

disaster cycle

01 11 Aug DM1, DM4 T4, T5 CO3

3. Culture of safety

01 12 Aug DM2, DM4 T4, T5 CO3

4. Scrutiny of assimilation 01 16 Aug DM8 T4, T5 CO3

5. Prevention and

mitigation for disasters

01 18 Aug DM2, DM4 T4, T5 CO3

6. Preparedness for

disasters

01 19 Aug DM2, DM4 T4, T5, J2 CO3

7. Community based

Disaster Risk Reduction

(DRR)

01 21 Aug DM2, DM4 T4, T7 CO3

8. Structural measures of

community

01 26 Aug DM2, DM4 T4, T7 CO3

9. Roles and responsibilities

of community

01 28 Aug DM2, DM4 T4, T7, J3 CO3

10. Panchayati Raj

Institutions

01 30 Aug DM1, DM4 T4, T7, J3 CO3

11. Urban Local Bodies

(PRIs/ULBs)

01 1 Sep DM1, DM4 T4, T7, J3 CO3

12. States in DRR 01 11 Sep DM1, DM4 T4, T7 CO3

13. Center and other stake-

holders

01 13 Sep DM2, DM4 T4, T7 CO3

UNIT No. : IV Inter-relationship between Disaster and Development

LEARNING OUTCOMES: Understand the vulnerability of ecosystem and infrastructure due to a disaster, Acquire

the knowledge of Disaster Management Phases

TEACHING PLAN

S.

No.


be taught

No. of Lecture


Proposed Delivery

Methodologies




Resources)

Course

Outcomes

1. Factors affecting

Vulnerabilities

01 15 Sep DM2, DM4 T4, T7 CO2

2. Differential impacts of

disasters

01 16 Sep DM2, DM4 T4, T7 CO2

3. Impact of development

projects such as dams,

embankments, change in

land-use etc.

01 18 Sep DM2, DM4 T4, T7 CO2

4. Climate change class

interactive discussion

01 22 Sep DM2, DM4 T4, T7, L3, L4, L5 CO2

5. Climate change

Adaptation

01 23 Sep DM2, DM4 T4, T7, L3, L4, L5 CO3

6. Relevance of indigenous

knowledge

01 25 Sep DM2, DM4 T4, T7 CO3

7. Relevance of appropriate

technology

01 27 Sep DM1, DM4 T4, T7, J4 CO3

8. Relevance of local

resources.

01 04 Oct DM2, DM4 T4, T7, J4 CO3

UNIT No. : V Disasters: Disaster Risk Management in India

LEARNING OUTCOMES: Understand Disaster risks in India

TEACHING PLAN

S.

No.


be taught

No. of Lecture


Proposed Delivery

Methodologies




Resources)

Course

Outcomes

1. Hazard and vulnerability

profile of India

01 06 Oct DM2, DM4 L2 CO4

2. Components of Disaster

relief: Water and food

01 09 Oct DM2, DM4 T7, L2 CO4


relief: Sanitation, shelter

and health

01 11 Oct DM2, DM4 T7, L2 CO4


relief: Waste

management

01 13 Oct DM2, DM4 T7, L2 CO4

5. Institutional

arrangements:

Mitigation, Response and

Preparedness

01 14 Oct DM2, DM4 T7, L2 CO4

6. Disaster Management

Act

01 16 Oct DM1, DM4 T7, L2 CO4


Act and policy

01 20 Oct DM1, DM4 T7, L2 CO4

8. Other disaster related

polices

01 21 Oct DM1, DM4 T7, L2 CO4


plans, programmes and

legislation

01 23 Oct DM1, DM4 T7, L2 CO4

10. Scrutiny of assimilation 01 25 Oct DM8 T7, L2 CO2,3&4

11. Presentation of projects:

Team I and Team II

01 27 Oct DM7 CO1 TO CO4


Team III and Team IV



Team V and Team VI



Team VII and Team VIII

01 1 Nov DM7 CO1 TO CO4

15. Revision of important

topics and clarifications

01 03 Nov DM1 All / any CO1 TO CO4







TUTORIAL QUESTIONS

--------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------

HOME ASSIGNMENT - No.

Issue date: dd/mm/yyyy Submission date: dd/mm/yyyy

Describe any natural / manmade disaster that occurred in India since last century giving out the following

(a) Area affected

(b) causes of disaster

(c) impacts

(i) casualty

(ii) estimated property damage

(d) mitigation measures that could have reduced the impacts

-----------------------------------------------------------------------------------------------------------------------------------------------------------------


(END EXAMINATION)

GIVEN BELOW

________________________________________________****The End*****_____________________________________________


Bachupally, Nizampet (SO), Hyderabad

(Autonomous)

IV. B Tech – I semester Regular Examination

Disaster Management

Model Question Paper

Maximum Marks: 70M

Time: 3 Hours

Part A Compulsory (30 Marks)

Part B Answer any FOUR

1. Answer the following in one sentence each (5x1 = 5 M)

a. Define ‘Resilience’ in Disaster Management.

b. “Disaster = Hazard x Vulnerability” [True / False]

c. Define ‘Ring of Fire’.

d. Expand DDMA.

e. Define ‘Storm Surges’.

2. Answer the following in two sentence each (5x2 = 10 M)

a. Mention two unsafe conditions that leads to vulnerability.

b. Differentiate risk and hazard in Disaster Management.

c. Differentiate El-Nino and La-Nina.

d. Give two mitigation activities in Disaster Management programs.

e. Differentiate seismic body waves and surface waves mentioning their frequency.

3. Answer the following in brief (5x3 = 15 M)

a. Name three types of drought and explain any one of them.

b. Write three characteristics of Oil Spills in the ocean.

c. Mention the role of Panchayat Raj Institutions in DRR.

d. Write about the NDMA structure in India.

e. Write three impacts on upstream side of Dam.

PART – B (Answer any FOUR)

Code: No: 13CED037 R13

Answer any FOUR of the following (4x10 = 40 M)

4. (a) Define Vulnerability. ‘Degree of vulnerability depends on the level of coping capacity against the exposure to hazard’. Explain this

with neat flow chart.

(b) Write about the ‘Disaster Management’, the definition given by Disaster Management Act 2005.

5. “Disaster occurs when hazards meet vulnerability”. Explain the statement with suitable flow chart.

6. (a) Describe the Global Trend of Hazards with respect to ‘Human trends’ with suitable graphs.

(b) Write about characteristics, principle and impacts of Tsunami.

7. Describe the Disaster Management cycle and their various phases with suitable examples.

8. (a) Describe the impact of developmental projects with two examples.

(b) Describe the importance of indigenous knowledge in DRR using any one case study.

9. Describe the components of Disaster preparedness and relief programs with suitable examples.

*********

VNR VIGNANA JYOTHI INSTIYUTE OF ENGINEERING AND TECHNOLOGY

BACHUPALLY, NIZAMPET (S.O), HYDERABAD – 500 090

LABORATORY EXECUTION PLAN : 2017-18

IV B. Tech. - I Sem – CE II L T/P/D C

0 3 2

Course Name : CAD Laboratory Course Code : 13CED110

Names of the Faculty Members : Dr. A.Mallika , G. Anuja


Number of Sessions per week per batch: Batch1 - 3 periods, Batch2 - 3 periods,

COURSE PREREQUISITES :

Engineering Mechanics-I (13CED001), Engineering Mechanics-II (13CED003), Strength of Materials-1 (13CED008), Strength of Materials-II

(13CED011), Structural Analysis-I (13CED014), Structural Analysis-II (13CED019), Design of Reinforced Concrete Structures

(13CED016), Design of Steel Structures (13CED020).

COURSE OBJECTIVES :

The student should be able to

➢ Understand the GUI of Staad Pro

➢ Understands the geometric modeling

➢ Understands pre-processing, processing and post-processing

➢ Interpret the results

VNR VJIET/ACADEMICS/2017/Formats/II

COURSE OUTCOMES :

After completion of this course the student is able to

✓ Model a geometry

✓ Represent the physical model of the structure

✓ Review the post-processing results

✓ Design the structural elements

DETAILED SYLLABUS :

1. Analysis of simple beams

2. Analysis of continuous beams

3. 2D RC frame analysis and Design

4. Steel Truss analysis and Design

a) using angle sections

b) using tubular sections

5. 3D RC frame analysis and Design

6. Analysis of a multi-storey building subjected to seismic forces as per IS 1893:2002

7. Analysis of a multi-storey building subjected to wind forces

8. Analysis and Design of a simple tower

LABORATORY EXECUTION PLAN

S. No. Topic Schedule Date

Batch-I

Schedule Date

Batch-II

1 Introduction (Story Board, Lab Protocol)

07/07/17 5/07/17

2 Analysis of determinate beams

14/07/17 12/07/17

3 Analysis of indeterminate beams

21/07/17 19/07/17

4 Analysis of 2D portal frames

28/07/17 26/07/17

5 Design of Beams & Columns in 2D portal frames

11/08/17 02/08/17

6 Analysis & Design of Steel Angular Truss

18/08/17 09/08/17

7 Analysis & Design of Steel Tubular Truss

01/09/17 16/08/17

8 Repetition / Academic Lab Projects

15/09/17 23/08/17

9 Analysis of RC buildings for DL, LL

22/09/17 30/08/17

10 Design of RC buildings for DL, LL

06/10/17 13/09/17

11 Analysis of RC buildings for EQ load

13/10/17 27/09/17

12 Analysis of RC buildings for Wind load

20/10/17 04/10/17

13 Analysis of Steel Tower

27/10/17 11/10/17

14 Repetition / Academic Lab Projects

---- 25/10/17

15 Internal Lab Exam 03/11/17 01/11/17

16 Review of Academic Lab Projects

----- 08/11/17

Time Table :

Monday : Thursday :

Tuesday : Friday : 10.00 a.m. to 12.30 p.m.

Wednesday : 1.20 p.m. – 3.50 p.m. Saturday :










4 1 5

Course Name: Remote Sensing Course Code: 13CED030

Names of the Faculty Member : Naga Babu Immadi




1. PREREQUISITES



-The student should be able to

5. understand the importance and basic concepts of how remote sensing works

6. interpret aerial and satellite imagery

7. understand the importance of GIS

8. understand the application of remote sensing and GIS knowledge in various civil engineering problems


-Upon completion of this course the student should be able to

5. understand the process of remote sensing and photogrammetry

6. extract information from aerial and satellite imagery


7. explain how GIS can be useful for various fields in real world problems

8. use remote sensing and GIS knowledge in various civil engineering problems


Course Outcomes

(COs)



CO 1 3 2 1 2 1 2 1 1 1 2 1 1

CO 2 3 3 1 3 1 2 1 1 1 2 1 2

CO 3 3 3 1 3 3 3 2 1 3 1 1 2

CO 4 3 3 1 3 3 3 2 1 3 1 1 3



(i) TEXT BOOKS

T1. M.Anji Reddy ,”Remote Sensing & Geographical Information systems”, B.S.Publications, 4th Edition, 2012.

T2. Thomas Lillesand, Ralph W. Kiefer, Jonathan Chipman, “Remote Sensing and Image Interpretation”, 7th Edition, Wiley publishers,

2015.

T3. S.Kumar, “Basics of Remote Sensing and GIS”, 1st Edition, Laxmi Publications, 2016.

T4. Kang – Tsung – Chang, “Introduction to Geographic Information Systems”, 8th Edition, McGrawHill Education Publications,2016.

T5. Peter A. Burrough, Rachael McDonnell, Rachael A. McDonnell, Christopher D. Lloyd, “Principles of Geographical Information

Systems”, 3rd Edition, , Oxford University Press, 2015.


(b) Publications:

Unit 5:

P1. J.S.Rawat, Manish Kumar, “Monitoring land use/cover change using remote sensing and GIS techniques: A case study of

Hawalbagh block, district Almora, Uttarakhand, India” The Egyptian Journal of Remote Sensing and Space Science

Volume 18, Issue 1, June 2015, Pages 77-84.

P2. Jonas Franker, Gunter Menz, “Multi-temporal wheat disease detection by multi-spectral remote sensing” Precision

Agriculture, June 2007, Volume 8, Issue 3, pp 161–172.


L1. NPTEL - Remote Sensing - http://nptel.ac.in/courses/105108077/

L2. NPTEL – 4 Week Course – Remote Sensing - https://onlinecourses.nptel.ac.in/noc17_ce15/

L3. NPTEL – GIS - http://nptel.ac.in/courses/105102015/

L4. NPTEL – 4 week course – GIS - https://onlinecourses.nptel.ac.in/noc16_ce12

(iii) JOURNALS

4. International Journal of Remote Sensing – Taylor and Francis

5. Remote Sensing – MDPI

6. Journal of Indian Society of Remote Sensing


DM1: Chalk and Talk DM6: Case Study (Work on real data)

DM2: Learning by doing DM4: Demonstration (Physical / Laboratory /

Audio Visuals)


Guest Lecture: "Application of Remote Sensing in Civil Engineering Problems" by NRSC Scientist, is scheduled in the month of

September, 2017.

8. ASSESSMENT


https://onlinecourses.nptel.ac.in/noc17_ce15/


https://onlinecourses.nptel.ac.in/noc16_ce12


AM6: Quizzes

** COURSE PROJECTS

- Nil


For R13




project

Weightages in marks


Course project

1. Assignment 5 5




- Nil


UNIT No. : 1

Introduction to photogrammetry: Principle and types of aerial photographs, stereoscopy, Map vs Stereoscopy, Map vs Mosaic, ground control,

Parallax measurements for height, determinations.

LEARNING OUTCOMES


5. What is photogrammetry and how it works

6. Different types of aerial photographs

7. Concept of stereoscopy

8. Importance of parallax in aerial photographs

TEACHING PLAN

S.

No.


be taught

No. of Lecture


Proposed Delivery

Methodologies




Resources)

Course

Outcomes

1 Introduction to

photogrammetry: 1 07/08/2017 DM1 & DM2 T1, T2 and T3 CO1

2 Principle and types of

aerial photographs 2

09/08/2017

10/08/2017 DM1 & DM2 T1, T2 and T3

CO1

3 stereoscopy 1 17/08/2017 DM1 T1, T2 and T3 CO1

4 Map vs Stereoscopy 1 18/08/2017 DM1 T1, T2 and T3 CO1

5 Map vs Mosaic 1 19/08/2017 DM1 T1, T2 and T3 CO1

6 ground control, 1 21/08/2017 DM1 T1, T2 and T3 CO1

7

Parallax measurements

for height,

determinations.

3

21/08/2017

23/08/2017

24/08/2017

DM1 & DM2 T1, T2 and T3

CO1

8 Revision 1 26/08/2017 DM1 T1, T2 and T3 CO1

TUTORIAL QUESTIONS





UNIT – II:

Introduction to remote sensing: Basic concepts & foundation of remote sensing- elements involved in remote sensing, electromagnetic spectrum,

remote sensing terminology & units, energy resources, energy interactions with earth surface features & atmosphere.

LEARNING OUTCOMES


5. The concept of remote sensing

6. How EMR plays key role in remote sensing

7. How objects differentiated in remote sensing

8. What are different terms used in remote sensing

S.

No.


be taught

No. of Lecture


Proposed Delivery

Methodologies




Resources)

Course

Outcomes

1 Introduction,

Definition 2 28/08/2017 DM1 L1,T1, T2,T3 CO1 & CO2

2

Basic concepts and

foundation of remote

sensing – elements

involved in remote

1 30/08/2017 DM1 L1,T1, T2,T3 CO1 & CO2

sensing

3 Electromagnetic

spectrum 1 31/08/2017 DM1 L1,T1, T2,T3 CO1 & CO2

4

Remote sensing terms

and units, Energy

resources

1 02/09/2017 DM1 L1,T1, T2,T3 CO1 & CO2

5

Energy interactions

with earth surface

features

1 04/09/2017 DM1 L1,T1, T2,T3 CO1 & CO2

6

Energy interactions

with earth surface

features

1 04/09/2017 DM1 L1,T1, T2,T3 CO1 & CO2

7

Energy interactions

with atmospheric

features

2 06/09/2017,

07/09/2017 DM1 L1,T1, T2,T3 CO1 & CO2

8 Revision 1 09/09/2017 DM1 L1,T1, T2,T3 CO1 & CO2

TUTORIAL QUESTIONS:

4. Define what is remote sensing

5. What are various elements of remote sensing?

6. Explain how EMR interacts with earth surface features and atmosphere.

UNIT No. : III

Remote sensing platforms and sensors, Resolution, types of sensors, IRS satellites, visual interpretation techniques, basic elements, converging

evidence, interpretation for terrain evaluation, spectral properties of soil, water and vegetation.

LEARNING OUTCOMES


4. How resolution affects image quality



TEACHING PLAN

S.

No.


be taught

No. of Lecture


Proposed Delivery

Methodologies




Resources)

Course

Outcomes

1 Remote sensing

platforms and sensors 1 11/09/2017 DM1 L1,T1, T2,T3

CO1 & CO2

2 Resolution, types of

sensors 2

11/09/2017

13/09/2017 DM1,DM2 L1,T1, T2,T3

CO1 & CO2

3 IRS satellites 2 14/09/2017,

16/09/2017 DM1,DM2 L1,T1, T2,T3

CO1 & CO2

4

visual interpretation

techniques, basic

elements,

2 18/09/2017 DM1, DM4 L1,T1, T2,T3

CO1 & CO2

5

converging evidence,

interpretation for terrain

evaluation

1 21/09/2017 DM1, DM4 L1,T1, T2,T3

CO1 & CO2

6 spectral properties of soil 1 23/09/2017 DM1, DM2

L1,T1, T2,T3 CO1 & CO2

7 spectral properties of

water and vegetation. 2 25/09/2017

DM1, DM2 L1,T1, T2,T3

CO1 & CO2

8 Revision 2 27/09/2017,

04/10/2017

DM1 L1,T1, T2,T3

CO1 & CO2

TUTORIAL QUESTIONS





UNIT No. : IV

Geographic information system Introduction, GIS definition & terminology, GIS categories, components of GIS, fundamental operations of GIS, A

theoretical framework for GIS, Data collection & input overview, data input & output, keyboard entry & co-ordinate geometry procedure, manual

digitizing & scanning, Raster GIS, Vector GIS-File management, Spatial dataLayer based GIS, Feature based GIS mapping

LEARNING OUTCOMES


4. How resolution affects



TEACHING PLAN

S.

No.


be taught

No. of Lecture


Proposed Delivery

Methodologies




Resources)

Course

Outcomes

1 Introduction to syllabus 1 08/07/2017 DM1 - CO1, CO2,

CO3 and

CO4

1 Geographic information

system Introduction 2

12/07/2017,

13/07/2017 DM1 L3, L4, T1, T2 and T3

CO3

2 GIS definition &

terminology 1 15/07/2017


CO3

3 GIS categories, 1 17/07/2017 DM1


4 components of GIS 1 19/07/2017 DM1


5 fundamental operations

of GIS 2

20/07/2017

22/07/2017


CO3

6 A theoretical framework

for GIS 1 24/07/2017


CO3

7

Data collection & input

overview, data input &

output, keyboard entry &

co-ordinate geometry

procedure, manual

digitizing & scanning,

2

26/07/2017

27/07/2017

DM1

L3, L4, T1, T2 and T3

CO3

8 Raster GIS 3

29/07/2017

31/07/2017

31/07/2017

DM1

L3, L4, T1, T2 and T3

CO3

9 Vector GIS-File

management 1 02/08/2017


CO3

10 Spatial data Layer based

GIS, 1

03/08/2017


CO3

11 Feature based GIS

mapping 1 07/08/2017


CO3

TUTORIAL QUESTIONS





UNIT No. : V

Applications of remote sensing and GIS: Land Use Land Cover mapping, agricultural applications, oceanographic applications, urban and regional

planning applications.

LEARNING OUTCOMES


3. Different applications of remote sensing

4. Different applications of GIS

TEACHING PLAN

S.

No.


be taught

No. of Lecture


Proposed Delivery

Methodologies




Resources)

Course

Outcomes

1 Land Use Land Cover

mapping 2

05/10/2017,

07/10/2017

DM1, DM2, DM6,

DM4 L1,T1, T2,T3

CO3 & CO4

2 agricultural

applications 2 09/10/2017

DM1, DM2, DM6,

DM4 L1,T1, T2,T3

CO3 & CO4

3 oceanographic

applications 2

11/10/2017,

12/10/2017

DM1, DM2, DM6,

DM4 L1,T1, T2,T3

CO3 & CO4

4

urban and regional

planning applications

3 14/10/2017,

16/10/2017

DM1, DM2, DM6,

DM4 L1,T1, T2,T3

CO3 & CO4

5 Applications of RS and

GIS in general 3

18/10/2017,

20/10/2017,

21/10/2017

DM1, DM2, DM6,

DM4 L1,T1, T2,T3

CO3 & CO4

TUTORIAL QUESTIONS

4. Explain how RS&GIS can be used in LULC mapping?

5. Explain how RS&GIS can be used in Urban and Regional Planning?

6. Explain how RS&GIS can be used in Oceanographic applications?


(END EXAMINATION)


(Autonomous)


(Remote Sensing and GIS)

(Civil Engineering)




a. Define what is photogrammetry?

b. Define remote sensing?

c. What is spatial resolution?

d. What is an attribute?

e. Give 2 applications of GIS in water resource engineering.


a. What is stereocopy and what is its importance.

b. What are spectral radiance and spectral reflectance? Mention units

Subject Code:

13CED030

13CED030

R13

c. Write the properties of IRS 1D satellite

d. What are various digitizing errors.

e. State the importance of ground control points in aerial photographs


a. What are the characteristics of aerial photographs?

b. State the elements involved in remote sensing?

c. How tone, texture and shadow are useful in interpretation?

d. What is theoretical framework for GIS

e. What are the disadvantages of remote sensing

PART- B


Q. 4) a) Derive the parallax equation for height measurements

b) The length of line AB and the elevation of its endpoints, A and B, are to be determined from a stereopair containing images a and

b. The camera used to take the photographs has a 152.4-mm lens. The flving height was 1200 m (average for the two photos) and the

air base was 600 m. The measured photographic coordinates of points Aand B in the "flight line" coordinate system are xa = 54.61

mm, xb = 98.67 mm, ya =50.80 mm, yb = -25.40 mm, xa’ = -59.45 mm, and xb

’ = -27.39 mm. Find the length of line AB and the

elevations of A and B.

Q. 5) Explain how electromagnetic energy interacts with earth surface features and atmosphere

Q. 6) Explain the concept of resolution in remote sensing images and how they affect image quality and interpretation.

Q. 7) a) Explain various components of GIS

b) Compare vector and raster data models

Q. 8) Explain how urban and regional applications of Remote sensing and GIS

Q. 9) a) Explain the spectral properties of vegetation

b) Describe various methods of data input in GIS

________________________________________________****The End*****_____________________________________________

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