Anna University - Affiliated Colleges University Examinations April/May/June 2012 Timetable UG(PartTime) Programmes

Anna University

Affiliated Colleges University Examinations May/June 2012 Timetable UG(PartTime) Programmes



Anna University, Chennai 2009 Batch and all AUTs-2011 Batch(R2009)  

Anna University, Chennai (R2005)  

Anna University, Chennai (R2002)  

Anna University of Technology, Chennai 2010 Batch (R2010)  

University Departments of Anna University of Technology, Madurai 2010 Batch (R2010)  

Anna University of Technology, Tirunelveli 2007 Batch (R2007)  

University Departments of Anna University of Technology, Tirunelveli 2009,2010 Batches (R2009)  

University Departments of Anna University of Technology, Tirunelveli 2007,2008 Batches (R2007)  

University Departments of Anna University of Technology, Trichy 2007,2008 Batches (R2007)  

Anna University of Technology, Coimbatore 2008,2009 Batches (R2008)  

University Departments of Anna University of Technology, Coimbatore 2007,2008,2009,2010 Batches (R2007,R2009,R2010)  

Anna university–Affiliated Colleges–April / May 2012 EXAMINATIONS NOTIFICATION

Anna University

April / May 2012 EXAMINATIONS NOTIFICATION


April / May 2012 University examinations for all the candidates of Affiliated college of Anna University Chennai and all the candidates of Affiliated Colleges / Constituent Colleges / University Departments / Colleges coming under Anna Universities of Technology Chennai, Coimbatore, Trichy, Madurai and Tirunelveli for all U.G. and P.G. Courses are scheduled to commence as detailed below:

Practical Examinations : 16.04.2012

Theory Examinations : 03.05.2012

Detailed Time‐table for Theory Examinations will be published in the University web‐site and will be sent to the Colleges in due course. As far as Practical Examinations are concerned, candidates are instructed to keep in touch with the Principals of the respective Colleges for the exact schedule and slots.

Candidates presently undergoing the course in the College and those who have completed the course but having arrears are informed to get the examinations application from the college concerned. Applications will be available with the respective colleges. All candidates should submit the applications only through the Principal of the respective colleges with necessary fee. No application should be sent directly to the Controller of Examinations, Anna University, Chennai – 600 025.

Candidates registered for Ph.D. Degree and undergoing coursework along with Regular M.E./M.Tech./MBA/MCA students may forward the examination applications through their Supervisors / Guide and Principal of the college with the prescribed fee.

Last date for submission of application to the Principal of the respective colleges by the candidates has already been informed to the Principals.

Applications received after the said date will not be entertained.


Kind attention is invited to the reference cited, wherein the schedule for the

April/May 2012 Examinations for all Theory and Practical examinations was communicated. In this connection, following clarifications are issued for your information and necessary action:‐

1. B.E./B.Tech. GS2165 Physics Chemistry Lab:

a. The II Semester B.E. Lab course ‘GS2165 – Physics & Chemistry Lab ‐ II’ for the candidates admitted in 2011 – 2012 under R 2008 Regulation is renamed as ‘GS2165 – Physics & Chemistry Lab’.

b. Duration of the said practical examinations is totally 4 hours and this has to be divided into 2 hours for Physics lab and 2 hours for Chemistry lab.

c. Allocation of marks for Physics & Chemistry is 50 marks each. However, only one OMR sheet will be sent by the University for recordings of marks of Physics & Chemistry put together for 100 marks by the examiners. Therefore, the sum of Physics & Chemistry examination marks may be entered in the OMR sheet and signed by all the examiners.

d. The internal and external examiners may be paid full remuneration for Physics and Chemistry separately eventhough the duration of the examination is 2 hours each.

2. UG/PG Practical Examinations:

Normally two sessions per day are to be conducted for all the practical

examinations. Three sessions per day is also permitted subject to the availability of the examiners and laboratory facility in exceptional cases except for Physics & Chemistry Lab. Maximum students per batch to be examined is 35. Only two batches are permitted per examiner per day. Based on the availability of examiners and laboratory facilities, additional number of parallel batches are permitted.

3. UG/PG Final Semester Project Viva Voce Examinations:

UG/PG students admitted under Anna Universities of Technology, Chennai, Coimbatore, Trichy, Madurai and Tirunelveli in 2010 2011 and prior have to prepare and submit their final semester project only according to the Regulations and guidelines issued by the respective Universities in this regard.

4. B.E. Marine Engineering:

B.E. Marine Engineering final semester Project Viva Voce shall be arranged on completion of 4 years from the date of admission to the course and not earlier. 6th Semester ‘Afloat Training’ examinations shall be arranged only after completion of the Training Programme.

5. MBA Regulation 2009 under Anna University Chennai:

The course BA9208 ‐ Seminar I, BA9229 ‐ Seminar II and BA9212 ‐ Seminar III of MBA are to be evaluated totally through Internal Assessment and there will be no University examinations for this course. Marks are to be furnished to the University along with the Internal Marks for other subjects. This is also applicable for all MBA students admitted in 2011 ‐ 2012 under Anna Universities of Technology, Chennai, Coimbatore, Trichy, Madurai and Tirunelveli.

Numerical Methods - Important Repeated University 2 Marks Questions

Anna University

Numerical Methods 

Important Repeated University 2 Marks Questions

Content :

Unit 1,2,3,4,5 2 marks Question Based on Anna University Previous Year Question Paper.

Download :

Applied Hydraulic Engineering–16 marks (Part B)– Question Bank

Anna University

Department of Civil Engineering


Subject Name: Applied Hydraulic Engineering

Subject Code: CE2253

Year / Sem : 2rd Yr / 4th Sem


Important 16marks (Part B) Questions


1. Write the classification of flow and explain it?

2. A trapezoidal channel with a side slope of 1:1 has to design to carry 10 cubic meter /sec at the velocity of 2m/sec. so that the amount of concrete lining for the bed and to the side is minimum .calculate the area of lining for 1m length.

3. A rectangular channel has a width of 2m and carries a discharge of 4.8 cubic meter/sec with a depth of 1.6 m .At a certain section a small hump with a flat top and of height 0.1m is proposed to be built. Calculate the likely change in water surface neglect the energy loss.

4. Design a earthen channel with velocity of flow 1m/s and discharge 2 m3/s having side slope 2H to 1V for the most economical section take C as 55.

5.Find the discharge through a circular pipe of diameter 3m if the depth of water in the pipe is 1m and the pipe is laid at a slope of 1 in 1000 .Take the value C =70.

6. Derive the most economical section for discharge: 7. Derive the most economical section for velocity:

8. Draw the specific curve, regimes of flow and explain it :

9. For a constant specific energy of 1.8 m calculate the maximum discharge that may occur in a rectangular channel of 5m wide.

10. Water flows at the rate of 16 cumec in a channel 10 m wide at a velocity of 1.6 m/sec. Calculate the specific energy head. Find also the critical depth, Critical velocity , and the minimum value of specific energy head corresponding to this discharge in the channel.

11. Expain and derive the channel with a hump with a neat sketch:

12. A trapezoidal channel has to be excavated through hard clay at least cost . Determine the dimension of the channel the discharge is equal to 10 cumec and bed slope as 1 in 5000 and mannings N= 0.012 side slope 3Hto 2V.

13. Expain the classification of flow profile?

14.A trapezoidal channel has a wet width of 4m and bed slope 0.0004 and side slope 1H to 2V and roughness coefficient 0.02 the normal depth of flow is 2m and critical depth is 0.69 m. Calculate the gradually varying flow profile up to a depth of 2m by direct step method.

15.Explain Pelton wheel turbine with neat sketch?

16.Expalin radial flow turbine with neat sketch.?

17.A pelton wheel is to be designed for a head of 60m when running at 200 rpm .The pelton wheel develops 95.6475 KW shaft power .The velocity of buckets is 0.45 times the velocity of jet, Over all efficiency is 0.85 and co efficient of velocity is equal to 0.98. 18.Determine the length of backwater curve caused by an affux of 2m in a rectangular channel of width 40 m and depth 2.5m .The side slope of the bed is given as 1 in 11000 take N=0.03.

19.Explain in detail about backwater curve with neat sketch?

20.Explain about direct step method and graphical method with an example?

21.Expalin indicator diagram and air vessels ?

22.Explain about centrifugal pump with neat sketch?

23.Explian about single acting reciprocating pump and double acting reciprocating pump with neat sketch?

24.A centrifugal pump has the following dimensions inlet radius = 80mm, outlet radius =160mm, 1 = 0.45 radians and 2 =0.25 radians N =90 rad/sec .

Determine

(i) Discharge

(ii) Head developed

25.The cylinder bore diameter of a single acting reciprocating pump is 150 mm and its stroke is 300mm .The pump runs at 50 rpm and lifts water through a height of 25 m .The delivery pipe is 22 m long and 100 mm in diameter .Find the theoretical discharge and the theoretical power required to run the pump . If the actual discharge is 4.2 lit/sec .Find the percentage slip . Also determine the acceleration head at the beginning and middle of the delivery stroke

Applied Hydraulic Engineering–2 Marks with Answers ( Part 1 )

Anna University

Department of Civil Engineering


Subject Name: Applied Hydraulic Engineering

Subject Code: CE2253

Year / Sem : 2rd Yr / 4th Sem


Two Marks with Answers (Part 1 out of 3)


1.What do you mean by turbine?

The hydraulic machine which convert the hydraulic energy in to mechanical energy is called turbine


2.Define pump :

It is defined as the hydraulic machine which convert mechanical energy in to hydraulic energy


3.Define sub critical flow:

If the froude number is less than one then the flow is said to be sub critical flow


4.Define critical flow:

If the froude number is less equal to one it is called as critical flow.


5.Define supercritical flow:

If the froude number is greater than one it is called as super critical flow


6. What are the possible types of flow in open channel with respect to space and time?

A,steady and unsteady flow

B,uniform and nonuniform flow


7.what do you know about uniform and non uniform flow?

Uniform flow: If the given length of the channel ,depth ,velocity ,the rate of flow, cross section are constant.

Non Uniform flow: If the given length of the channel ,depth ,velocity ,the rate of flow, cross section are not constant.


8.Define specific energy:

It is defined as energy per unit weight of the liquid with respect to the bottom of the channel.


9.What is meant by wetted perimeter?

The wetted perimeter (p) is the length of the line of intersection of the channel wetted surface with the cross section plan normal to the direction of flow.


10.Define critical depth:

It is defined as the depth of flow of water at which the specific energy is minimum.


11.Define critical velocity:

The velocity of flow at the critical depth is known as critical velocity


12.Define the term most economical section of the channel:

A section of the channel is said to be most economical when the cost of construction of the channel is minimum. But the cost of construction depend up on the excavation and lining to keep the cost minimum The wetted perimeter for a given discharge should be minimum.


13.Define gradually varying flow

If the change in depth in a varying flow is gradual so that the curvature of the streaming line is not excessive such flow is called gradually varying flow.


14.Define Rapidly varying flow

If the curvature in a varied flow is large and depth changes appreciably over short

length it is called rapidly varying flow.


15.Define affux

The maximum increase in water level due to obstruction in the path of flow is known as affux.


16.Define length of backwater curve

The distance along the bed of the channel between the section where water starts raising to the section where water is having maximum height is known as the length of the back water curve


17.Define back water

The profile of the raising water on the upstream side of the dam is called as back water curve.


18.Define hydraulic jump

The raise of water level which takes place due to the transformation of the unstable shooting flow ( super critical flow ) to the stable Streaming flow ( sub critical flow ) is called hydraulic jump.


19. Define cavitations

cavitations is defined as phenomenon of formation of vapour bubbles in a region of a flowing liquid where the pressure in the liquid is falls below than vapour pressure and sudden collapsing of these vapour bubbles in a region of higher pressure.


20. What is known by governing of a turbine?

Governing of a turbine is defined as the operation by which the speed of the

turbine is kept constant under all conditions of working . It is done by oil pressure generator.


21.Explain gross head

The difference between head race level and tail race level when no water is flowing is know as gross head


22. Explain net head

It is defined as the head available at the inlet of turbine .If Hf is the loss due to

friction between water and penstock then net head

H=Hg-Hf


23. Define Hydraulic Efficiency:

It is defined as the ratio of power delivered to the runner to the power supplied at the inlet.


24. Define mechanical efficiency

It is defined as the ratio of power at the shaft of the turbine to the power delivered by the water to runner.


25. Define volumetric efficiency

It is defined as the ratio of volume of water actually striking the runner to the Volume of water supplied to the runner.


26.Define over all efficiency

It is defined as the ratio of shaft power by water power


27.Explain impulse turbine

If at the inlet of the turbine the energy available is only kinetic energy the turbine is known as impulse turbine.


28.Explain Reaction turbine

if at the inlet of the turbine the water possesses kinetic energy as well as pressure energy the turbine is known as reaction turbine.


29.Explian tangential flow turbine

If the water flows along the tangent of the runner, the turbine is known as the tangential flow turbine.


30.Expain radial flow turbine

If the water flows in the radial direction through the runner the turbine I called radial flow turbine.


31.Explain outward flow radial turbine

If the water flows radially from inwards to outwards the turbine is known as outward radial flow turbine.


32.Define axial flow turbine

If the water flows through the runner along the direction parallel to the axis of

rotation of the runner the turbine is called axial flow turbine.


33.what is Pelton wheel:

Pelton wheel or Pelton turbine is a tangential flow impulse turbine. The water strikes the bucket along the tangent of the runner . The energy available at the inlet of the Turbine is only kinetic energy.This turbine is used for high heads.


34.What is breaking jet?

When the nozzle is completely closed ,the amount of water striking the runner reduces to zero but the runner due to inertia goes on revolving for a long time to stop the runner in a short time a small nozzle is provided which direct the jet of water on the back of vanes .This jet of water is called breaking jet.

35.What is jet ratio?

It is the ratio of pitch diameter (D) to the diameter of jet (d).


36.What is Draft tube?

A tube or pipe of gradually increasing area is used for discharging water from the exit of the tubine to the tail race is called draft tube.


37.Define Degree of Reaction (R)

It is defined as the ratio of change of pressure energy inside the runner to the change of total energy out side the runner.


38.what is radial discharge?

This means the angle made by absolute velocity with the tangent on the wheel is 90 and the component of whirl velocity is zero.


39.Define Francis turbine:

Inward flow reaction turbine having radial discharge at outlet is known as francis turbine


40.Define propeller turbine:

This is an example of axial flow reaction turbine . Here the vanes are fixed to the hub and are not adjustable.

41.Define Kaplan turbine:

This is an example of axial flow reaction turbine. Here the vanes are not fixed to the hub and are adjustable.


42.What are the use of draft tube?

1.the net head on the turbine increases.

2.due to increase in net head the power and efficiency of the turbine also increases.

3.the large amount of rejected kinetic energy is converted in to usefull pressure energy


43.What are types of draft tube?

1.conical draft tube

2.simple elbow tube

3.moody spreading tube

4.draft tube with circular inlet and rectangular outlet.


44.What are the types of characteristic curves

1.Main characteristic curves

2.Operating characteristic curve

3.Muschel characteristic curves


45.What is specific speed of the turbine?

It is defined as the speed of a turbine which will develop unit power under unit head.


46.Define unit quantities;

Unit quantities are the quantities which are obtained when the head on the turbine are unity.


47.Explain about characteristic curves of a hydraulic turbine

Characteristic curves of a hydraulic turbine are the curves with the help of which the exact behaviour and performance of the turbine under different working conditions can be known.


48.What is meant by conveyance of the channel?

The conveyance of the channel is denoted by k and is given by k=AC (m).


49.Define the term most economical section:

A section of the channel is said to be most economical when the cost of construction of the channel is minimum. But the cost of construction mainly depend up on the excavation and lining to keep the cost minimum ,the wetted perimeter for a given discharge should be minimum.


50.What are the conditions of rectangular channel of best section?

The two conditions are breadth is equal to two times the depth (b=2d) and hydraulic mean depth is equal to half the depth (m=d/2)


SECOND GRADUATION DAY 2012 - ANNA UNIVERSITY OF TECHNOLOGY COIMBATORE

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ANNA UNIVERSITY OF TECHNOLOGY, COIMBATORE

Dr.M.SARAVANAKUMAR Academic Campus

DEAN-ACADEMIC CAMPUS Jothipuram,

Coimbatore – 641 047


The Graduation Day for the University Departments of Anna University of Technology, Coimbatore is scheduled to be held on SATURDAY the 31st March 2012 at 5.00 p.m. at CODISSIA Hall - A, Coimbatore 641 018. Candidates who have successfully completed UG / PG (Full Time / Part Time) Programmes during N o v / D e c 2 0 1 0 , A p r i l / M a y 2 0 1 1 a n d N o v / D e c 2 0 1 1 Examinations will receive the Degree/Rank certificates in person on the Graduation Day.

In this connection you are requested to send the enclosed Registration Form to the undersigned to confirm your participation.

Further the graduands are requested to strictly adhere to the instructions to make this graduation day a grand success.


Important Notes:

1. The candidates those who have not yet paid the Degree Certificate fee should pay the fee in the form a Demand Draft for Rs. 750 /- in favour of “The Controller of Examinations , Anna University of Technology Coimbatore”. The Registration form with necessary fee has to be sent to the undersigned.

2. The Registration form is also available in our University website:

http://www.autcbe.ac.in.

3. The Graduands are strictly required to assemble in the venue of Graduation by 3.00 p.m.


SECOND GRADUATION DAY 2012

Venue: CODISSIA Hall - A, Coimbatore 641 018

Date: Saturday the 31st, 2012 at 5.00 p.m.


INSTRUCTION TO CANDIDATES

1. The candidates, who wish to receive their degree certificates in person in the

Graduation Day 2012, must compulsorily register.

2. The registered late comers after 5.00 p.m will not be allowed inside the premises of the Graduation Day 2012, they will be allowed to sit in a separate place and their degree certificates will be issued after the graduation function on the same day.

3. The graduands those who are not registered for the graduation day can receive the degree certificates in the concerned departments after graduation day.

4. The candidates those who are not registered for the graduation day to receive their degree will not be entertained to receive their degree during graduation function.

5. Candidates are requested to be in their respective seats at the venue at CODISSIA Hall - A, Coimbatore 641 018 at 3.00 p.m., neatly and respectively dressed in their correct academic costumes.

6. No candidates will be allowed to enter the Venue after 3.00 p.m. Candidates who are not dressed according to the regulation will not be admitted in to the Venue.

7. Candidates are specially requested to take the pledge audibly, after initiation by Vice- Chancellor.

8. Candidates would remain standing when the Vice-Chancellor and the Chief Guests enter the Stage and when they retire from the Venue.

9. Candidates are strictly forbidden from leaving their place until the Vice-Chancellor and the Chief Guests leave the Venue after the dissolution of the Graduation

10. Candidates are earnestly requested to observe strict silence during the proceeding of Graduation.

11. Candidates are directed not to bring CELL PHONE / CAMERA TO THE GRADUATION.

12. Children are not permitted inside the Venue.

13. Candidates should bring the proof of identity.

14. Candidates are requested to attend a rehearsal at CODISSIA Hall - A, Coimbatore

641 018 with the prescribed academic costume at 3.00 p.m. on 31st March, 2012. The seat numbers will be allotted at that time.

15. Candidates who are not attending the rehearsal will not be admitted inside the Graduation Hall.

16. Dress: Gowns may be had on hire from the tailors approved for the purpose, who will have their stalls at the above campus from 2.30pm to 3.00pm. Graduands may please note that cap does not form part of the approved dress.

17. Photography: Two authorized photographers who will be available at CODISSIA Hall - A, Coimbatore 641 018 on the afternoon of the Graduation day may be contacted by the candidates for the requirements of photograph.


Registration Form : Click Here to Download.


IMPORTANT NOTICE

CANDIDATES ARE REQUESTED TO SEND IN THE FILLED IN REGISTRATION FORM TO THE UNDERSIGNED ON OR BEFORE 26.03.2012. THOSE WHO HAVE NOT REGISTERED WILL NOT BE PERMITTED TO ATTEND THE GRADUATION DAY ON 31.03.2012 AT THE CODISSIA GROUNDS HALL A.


The First Graduation Day of Anna University of Technology Tirunelveli

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ANNA UNIVERSITY OF TECHNOLOGY TIRUNELVELI

TIRUNELVELI-627 007


The First Graduation Day of Anna University of Technology Tirunelveli is to be held on Saturday, 31st March 2012 at Anna University of Technology Tirunelveli, Sundari Complex (near New Bus Stand), Tirunelveli – 627005. All the graduands of Full Time and Part Time Under Graduate/Post Graduate Degree Programmes offered at University Departments, University V.O.C College of Engineering Tuticorin and University College of Engineering Nagercoil will receive the Degree and medals in person during the graduation. The admit card will be sent to all candidates who will be receiving the Degree in person. The list of Rank Holders Under Graduate/Post Graduate Degree Programmes will be published in the University website (www.auttvl.ac.in). In this regard they are directed to contact the respective Dean/ Directors and the Controller of Examinations of Anna University of Technology Tirunelveli (email id: coe.auttvl@gmail.com, Phone: 0462-2554066).

The Graduands who wish to receive the Degree in person must register On-line by paying registration Fee of Rs.1000/- . Maximum of 2 persons per Graduand may be permitted as Guests, subject to availability of seats inside the hall. The Demand Draft has to be taken in favour of “The Controller of Examinations”, Anna University of Technology Tirunelveli payable at Tirunelveli.

Online Registration : Click Here to Register.


Anna University of Technology Tiruchirappalli - REVALUATION Result for B.E. Nov/Dec 2011 3rd,5th,7th Semester


Anna University of Technology Tiruchirappalli had announced the  REVALUATION Result for B.E. 3rd,5th,7th Semester held on Nov/Dec 2011. Candidates can view their result from the following links:

V+ Server Link :
http://results.vidyarthiplus.com


AUTT Server Link :
http://coe.tau.edu.in/aut/UG379n12.aspx


University Link :
http://tau.edu.in/

Discrete Mathematics–Question Bank (All Units)


Anna University

Discrete Mathematics

Question Bank


Subject Code : MA2265

Subject Name :Discrete Mathematics

Year / Sem : 3rd Yr / 5th sem


Download Links :

Digital Signal Processing ( DSP )–Question Bank–All Units

Anna University

Digital Signal Processing

Question Bank


Subject Code :CS2403

Subject Name : Digital Signal Processing

Year / Sem : 4th Yr / 7th Sem


UNIT 1


1. Determine the energy of the discrete time sequence (2)

x(n) = (½)n, n≥0

=3 n, n<0

2. Define multi channel and multi dimensional signals (2)

3. Define symmetric and anti symmetric signals. (2)

4. Differentiate recursive and non recursive difference equations. (2)

5. What is meant by impulse response? (2)

6. What is meant by LTI system? (2)

7. What are the basic steps involved in convolution? (2)

8. Define the Auto correlation and Cross correlation? (2)

9. What is the causality condition for an LTI system? (2)

10. What is zero padding? What are it uses? (2)

11. State the Sampling Theorem. (2)

12 What is an anti imaging and anti aliasing filter? (2)

13. Determine the signals are periodic and find the fundamental period (2)

in√ 2 πt

i) sin 20πt+ sin5πt

14. Give the mathematical and graphical representations of a unit sample, unit step sequence. (2)

15. Sketch the discrete time signal x(n) =4 δ (n+4) + δ(n)+ 2 δ (n-1) + δ (n-2) -5 δ (n-3) (2)

16. Find the periodicity of x(n) =cost(2πn / 7) (2)

17. What is inverse system? (2)

18. Write the relationship between system function and the frequency response. (2)

19. Define commutative and associative law of convolutions. (2)

20. What is meant by Nyquist rate and Nyquist interval? (2)

21. What is an aliasing? How to overcome this effect? (2)

22. What are the disadvantages of DSP? (2)

23. State initial value theorem of Z transform. (2)

24 What are the different methods of evaluating inverse z transform? (2)

25 What is meant by ROC? (2)

26 What are the properties of ROC?(2)

27 What is zero padding? What are it uses?(2)

28 State convolution property of Z transform. (2)

29 State Cauchy residue theorem. (2)

30 Define fourier transform. (2)

31 Define discrete fourier series. (2)

32 Compare linear and circular convolution. (2)

33 Distinguish between Fourier series and Fourier transform. (2)

34 What is the relation between fourier transform and z transform. (2)

35 What is the use of Fourier transform? (2)

36. Define system function. (2)

37. State Parseval relation in z transform (2)

CLASSIFICATION OF SYSTEMS:

1. Determine whether the following system are linear, time-invariant (16)

i)y(n) = Ax(n) +B

ii)y(n) =x(2n)

iii)y(n) =n x2 (n)

iv)y(n) = a x(n)

2. Check for following systems are linear, causal, time in variant, stable, static (16)

i) y(n) =x(2n)

ii) y(n) = cos (x(n))

iii) y(n) = x(n) cos (x(n)

iv) y(n) =x(-n+2)

v) y(n) =x(n) +n x (n+1)

3.a) For each impulse response determine the system is i) stable ii) causal (8)

i) h(n)= sin (π n / 2)

ii) h(n) = δ(n) + sin π n

iii) h(n) = 2 n u(-n)

. b)Find the periodicity of the signal x(n) =sin (2πn / 3)+ cos (π n / 2) (8)

4. Explain in detail about A to D conversion with suitable block diagram and to

reconstruct the signal. (16)

5 a) State and proof of sampling theorem. (8)

b)What are the advantages of DSP over analog signal processing? (8)

6 a)Explain successive approximation technique. (8)

b)Explain the sample and hold circuit. (8)

Z TRANSFORM:

1. a)State and proof the properties of Z transform. (8)

b)Find the Z transform of (8)

i) x(n) =[ (1/2)n – (1/4)n ] u(n)

ii) x(n) = n(-1)n u(n)

iii) x(n) (-1)n cos (πn/3) u(n)

iv) x(n) = (½) n-5 u(n-2) +8(n-5)

2 a) Find the Z transform of the following sequence and ROC and sketch the pole zero

diagram (8)

i) x(n) = an u(n) +b n u(n) + c n u(-n-1) , |a| <|b| <| c|

ii) x(n) =n2 an u(n)

b)Find the convolution of using z transform (8)

x1(n) ={ (1/3) n, n>=0

(1/2) - n n<0 }

x2(n) = (1/2) n

INVERSE Z TRANSFORM:

5. Find the inverse z transform (16)

X(z) = log (1-2z) z < |1/2 |

X(z) = log (1+az-1) |z| > |a|

X(z) =1/1+az-1 where a is a constant

X(z)=z2/(z-1)(z-2)

X(z) =1/ (1-z-1) (1-z-1)2

X(z)= Z+0.2/(Z+0.5)(Z-1) Z>1 using long division method.

X(z) =1- 11/4 z-1 / 1-1/9 z-2 using residue method.

X(z) =1- 11/4 z-1 / 1-1/9 z-2 using convolution method.

6.. A causal LTI system has impulse response h(n) for which Z transform is given by H(z)

1+ z -1 / (1-1/2 z -1 ) (1+1/4 z -1 ) (16)

i) What is the ROC of H (z)? Is the system stable?

ii) Find THE Z transform X(z) of an input x(n) that will produce the output y(n) = - 1/3

(-1/4)n u(n)- 4/3 (2) n u(-n-1)

iii) Find the impulse response h(n) of the system.

ANALYSIS OF LTI SYSTEM:

7. a)The impulse response of LTI system is h(n)=(1,2,1,-1).Find the response of the system to

the input x(n)=(2,1,0,2) (8)

b). Determine the response of the causal system y(n) – y(n-1) =x(n) + x(n-1) to inputs

x(n)=u(n) and x(n) =2 –n u(n).Test its stability (8)

8. Determine the magnitude and phase response of the given equation

y(n) =x(n)+x(n-2) (16)

9. a)Determine the frequency response for the system given by

y(n)-y3/4y(n-1)+1/8 y(n-2) = x(n)- x(n-1) (8)

b). Determine the pole and zero plot for the system described difference equations

y(n)=x(n)+2x(n-1)-4x(n-2)+x(n-3) (8)

10. Find the output of the system whose input- output is related by the difference equation

y(n) -5/6 y(n-1) +1/6 y(n-2) = x(n) -1/2 x(n-1) for the step input. (16)

11. Find the output of the system whose input- output is related by the difference equation

y(n) -5/6 y(n-1) +1/6 y(n-2) = x(n) -1/2 x(n-1) for the x(n) =4 n u(n). (16)

CONVOLUTION:

12. Find the output of an LTI system if the input is x(n) =(n+2) for 0≤ n≤ 3

and h(n) =an u(n) for all n (16)

13. Find the convolution sum of x(n) =1 n = -2,0,1

= 2 n= -1

= 0 elsewhere

and h(n) = δ (n) – δ (n-1) + δ( n-2) - δ (n-3) (16).

14. Find the convolution of the following sequence x(n) =(1,2,-1,1) , h(n) =(1, 0 ,1,1) (16)

15.Find the output sequence y(n) if h(n) =(1,1,1) and x(n) =(1,2,3,1) using a circular

Convolution. (16)

16. Find the convolution y(n) of the signals (16)

x(n) ={ α n, -3 ≤ n ≤ 5 and h(n) ={ 1, 0 ≤ n ≤ 4

0, elsewhere } 0, elsewhere }


UNIT 2


1. How many multiplication and additions are required to compute N point DFT using

radix 2 FFT? (2)

2. Define DTFT pair. (2)

3. What are Twiddle factors of the DFT? (2)

4. State Periodicity Property of DFT. (2)

5. What is the difference between DFT and DTFT? (2)

6. Why need of FFT? (2)

7. Find the IDFT of Y (k) = (1, 0, 1, 0) (2)

8. Compute the Fourier transform of the signal x(n) = u(n) – u(n-1). (2)

9. Compare DIT and DIF? (2)

10. What is meant by in place in DIT and DIF algorithm? (2)

11. Is the DFT of a finite length sequence is periodic? If so, state the reason. (2)

12. Draw the butterfly operation in DIT and DIF algorithm? (2)

13. What is meant by radix 2 FFT? (2)

14. State the properties of W N

k ? (2)

15. What is bit reversal in FFT? (2)

16. Determine the no of bits required in computing the DFT of a 1024 point sequence

with SNR of 30dB. (2)

17. What is the use of Fourier transform? (2)

18. What are the advantages FFT over DFT?

FOURIER TRANSFORM:

1. a) Determine the Fourier transform of x (n) =a |n|; -1<a<1

(8)

b) Determine the Inverse Fourier transform H (w) = (1-ae-jw) -1 (8)

2. State and proof the properties of Fourier transform (16)

FFT:

3. Determine the Discrete Fourier transform x (n) = (1, 1, 1, 1) and

Proof x(n)*h(n) =X(z) H(z (16)

4. Derive and draw the 8 point FFT-DIT butterfly structure. (16)

5. Derive and draw the 8 point FFT-DIF butterfly structure. (16)

6.Compute the DFT for the sequence.(0.5,0.5,0.5,0.5,0,0,0,0) (16)

7.Compute the DFT for the sequence.(1,1,1,1,1,1,0,0) (16)

8.Find the DFT of a sequence x(n)=(1,1,0,0) and find IDFT of Y(k) =(1,0,1,0) (16)

9. If x (n) = sin (nΠ/2), n=0, 1, 2, 3 (16)

10. h (n) = 2 n , n=0,1,2,3.Find IDFT and sketch it. (16)

11.Find 4 point DFT using DIF of x(n) =(0,1,2,3) (16)

12.a)Discuss the properties of DFT. (10)

b).Discuss the use of FFT algorithm in linear filtering. (6)


UNIT 3& 4


1. Define canonic and non canonic form realizations. (2)

2. Draw the direct form realizations of FIR systems? (2)

3. Mention advantages of direct form II and cascade structure? (2)

4. Define Bilinear Transformation. (2)

5. What is prewar ping? Why is it needed? (2)

6. Write the expression for location of poles of normalized Butterworth filter. (2)

7. Distinguish between FIR and IIR Filters. (2)

8. What is linear phase filter? (2)

9. What are the design techniques available for IIR filter? (2)

10. What is the main drawback of impulse invariant mapping? (2)

11. Compare impulse invariant and bilinear transformation. (2)

12. Why IIR filters do not have linear phase? (2)

13. Mention the properties of Butterworth filter? (2)

14. Mention the properties of Chebyshev filter? (2)

15. Why impulse invariant method is not preferred in the design of high pass IIR filter? (2)

16. Give the transform relation for converting LPF to BPF in digital domain. (2)

17. What are Gibbs oscillations? (2)

18. Explain briefly Hamming window (2).

19. If the impulse response of the symmetric linear phase FIR filter of length 5 is h(n) =

{2, 3, 0, x, y), then find the values of x and y. (2)

20. What are the desirable properties of windowing technique? (2)

21. Write the equation of Bartlett window. (2)

22.Why IIR filters do not have linear phase? (2)

23.Why FIR filters are always stable? (2)

24.Why rectangular window are not used in FIR filter design using window method? (2)

25.What are the advantages of FIR filter? (2)

26.What are the advantages and disadvantages of window? (2)

27.What is the necessary condition and sufficient condition for the linear phase characteristic of a

FIR filter? (2)

28.Compare Hamming and Hanning window? (2)

29.Why triangular window is not a good choice for designing FIR Filter? (2)

30.Why Kaiser window is most used for designing FIR Filter? (2)

31.What is the advantages in linear phase realization of FIR systems? (2)

Structures of IIR systems:

1. Obtain the cascade and parallel form realizations for the following systems (16)

Y (n) = -0.1(n-1) + 0.2 y (n-2) + 3x (n) +3.6 x (n-1) +0.6 x (n-2)

2.a) Obtain the Direct form II

y (n) = -0.1(n-1) + 0.72 y(n-2) + 0.7x(n) -0.252 x(n-2) (8)

b) .Find the direct form II

H (z) =8z-2+5z-1+1 / 7z-3+8z-2+1 (8)

3. Obtain the i) Direct forms ii) cascade iii) parallel form realizations for the following systems

y (n) = 3/4(n-1) – 1/8 y(n-2) + x(n) +1/3 x(n-1) (16)

4.Find the direct form –I, cascade and parallel form for (16)

H(Z) = z -1 -1 / 1 – 0.5 z-1+0.06 z-2

IIR FILTER DESIGN:

6. Explain the method of design of IIR filters using bilinear transform method. (16)

7. a)Derive bilinear transformation for an analog filter with system function H(s) = b/ s + a (8)

b) For the analog transfer function H(s) = 2 / (s+1) (s+3) .

Determine H (z) using bilinear transformation. With T=0.1 sec (8)

8. a)Convert the analog filter H(s) = 0.5 (s+4) / (s+1)(s+2) using impulse invariant transformation

T=0.31416s (8)

b)The normalized transfer function of an analog filter is given by H a (sn) = 1/ sn

2 +1.414 s n +1.

Convert analog filter to digital filter with cut off frequency of 0.4 π using bilinear transformation.

(8)

9. Design a single pole low pass digital IIR filter with -3db bandwidth of 0.2Π by using bilinear

transformation. (16)

10. For the constraints

0.8 ≤ |H (e jw)| ≤1, 0 ≤ ω ≤ 0.2π

|H (e jw)| ≤0.2, 0.6π ≤ ω ≤π with T= 1 sec .Determine system function H(z) for a Butterworth

filter using Bilinear transformation. (16)

11.Design a digital Butterworth filter satisfying the following specifications

0.7 ≤ |H (e jw)| ≤1, 0 ≤ ω ≤ 0.2π

|H (e jw)| ≤0.2, 0.6π ≤ ω ≤π with T= 1 sec .Determine system function H(z) for a Butterworth

filter using impulse invariant transformation. (16)

12. Design a digital Chebyshev low pass filter satisfying the following specifications 0.707 ≤ |H (e

jw)| ≤1, 0 ≤ ω ≤ 0.2π

|H (e jw)| ≤0.1 0.5 ≤ ω ≤π with T= 1 sec using for bilinear transformation. (16)

13.Design a digital Butterworth High pass filter satisfying the following specifications

0.9 ≤ |H (e jw)| ≤1, 0 ≤ ω ≤ π/2

|H (e jw)| ≤0.2, 3π/4 ≤ ω ≤π with T= 1 sec. using impulse invariant transformation (16)

14. Design a realize a digital filter using bilinear transformation for the following specifications

i) Monotonic pass band and stop band

ii) -3.01 db cut off at 0.5 π rad

iii) Magnitude down at least 15 db at ω = 0.75 π rad. (16)

FIR FILTER

15.a) Prove that an FIR filter has linear phase if the unit sample response satisfies the condition h(n)

= ± h(M-1-n), n =0,1,….. M-1.Also discuss symmetric and anti symmetric cases of FIR filter.

(8)

b) Explain the need for the use of window sequence in the design of FIR filter. Describe the

window sequence generally used and compare the properties. (8)

16. Design a HPF of length 7 with cut off frequency of 2 rad/sec using Hamming window. Plot the

magnitude and phase response. (16)

17. Explain the principle and procedure for designing FIR filter using rectangular window (16)

18. Design a filter with

H d (e

jώ) = e - 3 jώ , π/4 ≤ ω ≤ π/4

0. π/4 ≤ ω ≤ π using a Hamming window with N=7. (16)

19. H (w) =1 for | ω | ≤ π/3 and | ω | ≥2 π/3

0 otherwise for N=11. and find the response. (16)

20.Design a FIR filter whose frequency response (16)

H (e jώ) = 1 π/4 ≤ ω ≤ 3π/4

0. | ω | ≤3 π/4.

Calculate the value of h(n) for N=11 and hence find H(z).

21.Design an ideal differentiator with frequency response H (e jώ) = jw -π ≤ ω ≤ π

using hamming window for N=8 and find the frequency response. (16)

22.Design an ideal Hilbert transformer having frequency response

H (e jώ) = j -π ≤ ω ≤ 0

-j 0 ≤ ω ≤ π for N=11 using rectangular window. (16)

FIR structures:

23.a) Determine the direct form of following system (8)

H (z) =1+2z-1 - 3z-2 + 4z-3 - 5z-4

b). Obtain the cascade form realizations of FIR systems (8)

H (z) = 1+5/2 z-1+ 2z-2 +2 z-3


UNIT 5


1) Give some example of DSP

2) Explain Interpolation

3) Explain decimation

4) What is know to be subband coding

5) Define sampling rate conversion

6) How the image enchancement is achieved using DSP

7) Define compression

8) What are various compression technique

9) Explain subband coding

10) Define vocoders

11) Explain adaptive filtering

Part B

1) Explain the concept of deciation by a factor D and interpolation by factor I

2) With help of equation explain sampling rate conversion by a rational factor I/D

3) Explain the following application

i) speech compression

ii) sound processing

4) With help diagram explain adaptive filtering process

5) Explain speech vocoders and subband coding

6) Explain how image enchancement was achieved