Saturday, April 5, 2014
Thursday, April 3, 2014
HHM - Assignment 2
ANSWER ANY ONE UNIT (ALL QUESTIONS) AND SUBMIT AS ASSIGNMENT
ON OR BEFORE 09-APR-2014
HYDRAULICS AND HYDRAULIC MACHINES
Unit
5: Hydraulic Turbines - I
1. a) How are turbines classified? Explain
b) What is a draft tube?
Why is it used in a reaction turbine? Explain with the help of sketches two different
types of draft tubes
2.
A Pelton wheel is required to develop 12000 kW when
working under a head of 300m. It rotates at a speed of 540 rpm. Assuming the jet
ratio as 10 and overall efficiency as 84%, calculate the diameter of the wheel,
the quantities of water required and the number of jets.
3. A Kaplan turbine works under a head of 22m and runs at 150 rpm. The
diameters of the runner and boss are 4.50m and 2.0m respectively. The flow
ratio is 0.43. The inlet vane angle at the extreme edge of the runner is 200.
If the turbine discharges radially at outlet, determine the discharge and hydraulic
efficiency. And also draw the inlet and outlet velocity triangles.
4. An inward flow reaction turbine has inner and outer diameter of the wheel
as 350mm and 750mm respectively. The vanes radial at inlet and the discharge is
radial of outlet. The water enters the vane at an angle of 150.
Assuming the velocity of flow to be constant and equal to 3.5m/sec, Find the
speed of the wheel and the vane angle at outlet.
Unit
6: Hydraulic Turbines - II
5.
A Francis turbine working under a head of 5 m at a speed
of 210 rpm develops 75 KW when the rate of flow of water is 1.8 m3/
sec. If the head is increased to 16 m, determine the speed, discharge and power.
6.
A turbine is to operate under a head of 30m and a speed
of 300 rpm. The discharge is 10 cumecs. If the efficiency of the turbine is
90%, determine the specific speed of the turbine, Power generated and Type of
turbine
7.
A hydraulic turbine develops 120 KW under a head of 10 m
at a speed of 1200 rpm and gives an efficiency of 92%. Find the water
consumption and the specific speed. If a model of scale 1: 30 is constructed to
operate under a head of 8m what must be its speed, power and water consumption
to run under the conditions similar to prototype.
8.
a) What are the physical indicators for the presence of cavitations
in turbines?
b) What do you understand by unit speed of a turbine? What is its use?
Unit
7: Centrifugal Pumps
9. Centrifugal
pump discharges 1200 lit/minute against a head of 16.5 m when the speed is 1500
rpm. The diameter of the impeller is 35 cm and the power required is 6 H.P. A
geometrically similar pump of 45 cm is to run at 1750 rpm. Assuming equal efficiency,
Find i) the head developed ii) the discharge and iii) power developed by the 45
cm pump.
10. How
are pumps classified? Quote the approximate values of specific speed for different
types.
11. The
impeller of a centrifugal pump has 1.2 m outside diameter. It is used to lift
1.8 m3/s of water to a height of 6m. Its blades make an angle of 1500
with the direction of motion at outlet and runs at 200 rpm. If the radial
velocity of flow at outlet is 2.5m/s, find the useful H.P and efficiency
12. A
centrifugal pump 20 cm diameter running at 1450 rpm delivers 0.1 m3/s
against a head of 40 m with an efficiency of 90%. Determine its specific speed.
Unit
8: Hydropower Engineering
13. Draw
the typical layout of hydroelectric power plant and explain its components.
14. Where
is the location of surge tank in hydro power installation? Explain with a neat
sketch.
15. Write
down the advantages and disadvantages of hydroelectric power plants.
16. Explain
different measures to be taken for safe operation of hydroelectric power plants
DSS - Assignment 2
ANSWER ANY ONE UNIT (ALL QUESTIONS) AND SUBMIT AS ASSIGNMENT
ON OR BEFORE 09-APR-2014
Design
of Steel Structures (DSS)
Unit
5: Beams
1. Design
a beam of effective span 6 m subjected to UDL of 10 kN/m and two concentrated
loads of 80 kN each at 2m and 4m respectively from the left support. The beam
is laterally supported.
2. A
hall 12m x 8 m has to be provided with a 120mm thick roof slab. The roof shall
also be provided with 75 mm thick cement concrete. The live load on the slab is
1.5 kN/m2. Design an intermediate steel beam, if the beams are
spaced at 3 m c/c
3. Find
the superimposed live load carrying capacity of ISMB 400@0.822 KN/m, if it to
be used over a simply supported effective span of 6.4 m. The beam is laterally
supported.
4. Design
a laterally unsupported beam with 6 m simply supported effective span,
subjected to UDL of 20 kN/m over entire span and a point load of 40 kN at mid
span. Depth of beam is restricted to 350 mm
Unit
6: Eccentric Connections
5. An ISLB 225 @ 230.5 N/m and 1 m long is connected at one
end to the column section ISHB 200 @ 365.9 N/m. It supports a load of 300 kN at
its free end. Design the Bolted connection.
6. Design a framed connection to connect an ISLB 350 @ 485.6
N/m transmitting an end reaction of 300 kN to the web of ISMB 550 @ 1017.3
N/m. Design the Bolted connection.
7. A load of 150 kN is to be transferred through a bracket
plate of 12mm thick to the flange of a column section ISHB 300 @ 618 N/m. The
load is acting at an eccentricity of 100mm from the column face. Design Bolted
connection
8. Draw the typical sketches to show the following beam
column connections:
a). Framed Connection b). Unstiffened Seated Connection
c) Stiffened Seated Connection
Unit
7: Plate Girders
9.
Design a welded plate
girder 24 m in effective span and simply supported at ends. It carries an
uniformly distributed load of 100 kN/m. draw section at support and front
elevation of plate girder
10. What are stiffeners and why are they used? How many types
of stiffeners are being used in the design of plate girder? Give the conditions
(as per IS 800) when stiffeners are required.
11. A plate girder is subjected to a maximum factored moment
of 4000 kN-m and factored shear force of 600 kN. Design girder without any
stiffeners
12. A plate girder with Fe415 plates is having 12mmx150mm web
plate and 56mm x 500mm flange plates. Determine the flexural strength, if the
compression flange supported laterally.
Unit
8: Roof Truss
13. Explain various types of Roof Trusses with neat sketch
14. Draw a Flink Roof Truss of 12m span. Explain and label
following members on
a) Top Chord Members
b) Bottom Chord Members
c) Struts
d) Slings
e) Sag Tie
15. Find member forces in a steel roof truss as shown in Fig.
for a clear span of 12.45 m. The trusses supported over masonry columns 45cm x 45
cm. The trusses are placed at 3 m c/c and support galvanized iron sheet on
rafters and steel purlins. The rise of the truss is 1/3 of span and tile wind
normal to the roof surface is 1500 N/m2
16. Design a channel section purlin for the following data:
Spacing of Trusses: 4m
Spacing of Purlins: 1.8m
Weight of Sheets: 100 N/m2
Weight of Purlin: 100 N/m
Live Load: 0.5 kN/m2
Wind Load: 1.5 kN/m2 (Suction)
Inclination of main Rafter is 200
Wednesday, April 2, 2014
Major Project - IV Year (Internal Viva)
Major Project - IV Year
(Internal Viva)
|
- All students in a team should meet concerned project guide along with Project Report (Spiral Bind)
- All students should take Project Viva by the Guide for 50 Marks and should get Signature
- All students should take Signature from HOD
- FINAL PROJECT REPORT should be printed only after taking signatures from both Guide and HOD
- Marks which are given by the concern guide will be finalized by HOD based on your performance and explanation.
- Last date: 03-Apr-2014
Comprehensive Viva - IV Year
|
Comprehensive
Viva - IV Year
Date: 03-Apr-2014
Time: 10.00am to 12.30pm and 1.30pm to 4pm
No. of Interviews: 2
Note: Negative marks will be given to students who doesn't follow the below:
|
||||
|
S.No.
|
Roll
Number
|
Student
Name
|
Panel
1
(50 Marks) |
Panel
2
(50 Marks) |
|
1
|
08E11A0108
|
CHAITANYA D
|
|
|
|
2
|
08E11A0116
|
JOYCE RAJ
|
|
|
|
3
|
08E11A0119
|
MERCY RAJ
|
|
|
|
4
|
09E11A0124
|
PARIKSHITH T
|
|
|
|
5
|
09E11A0128
|
RAJA SEKHARA REDDY N
|
|
|
|
6
|
10E11A0101
|
ABHISHEK P
|
|
|
|
7
|
10E11A0102
|
ASWANI B
|
|
|
|
8
|
10E11A0103
|
BHARATH CHANDER T
|
|
|
|
9
|
10E11A0105
|
DEEPTHI L
|
|
|
|
10
|
10E11A0106
|
DIVYASRI N
|
|
|
|
11
|
10E11A0107
|
EJAZ AHMED
|
|
|
|
12
|
10E11A0108
|
HARISH B
|
|
|
|
13
|
10E11A0109
|
JAYAKRISHNA S
|
|
|
|
14
|
10E11A0110
|
JYOTHI D
|
|
|
|
15
|
10E11A0111
|
KARTHIK KUMAR G
|
|
|
|
16
|
10E11A0113
|
MADHUSUDHAN K
|
|
|
|
17
|
10E11A0114
|
MADHUSUDHAN REDDY P
|
|
|
|
18
|
10E11A0115
|
MAHENDER L
|
|
|
|
19
|
10E11A0116
|
MAHESH CH
|
|
|
|
20
|
10E11A0117
|
MAHESH KUMAR R
|
|
|
|
21
|
10E11A0118
|
MALAVIKA N
|
|
|
|
22
|
10E11A0119
|
MOHAN N
|
|
|
|
23
|
10E11A0120
|
NANDA KAMAL B
|
|
|
|
24
|
10E11A0121
|
NANDA KISHORE K
|
|
|
|
25
|
10E11A0122
|
NARESH N
|
|
|
|
26
|
10E11A0123
|
NAVEEN KUMAR T
|
|
|
|
27
|
10E11A0124
|
NEHA SHIREEN
|
|
|
|
28
|
10E11A0125
|
PRADEEP KUMAR K
|
|
|
|
29
|
10E11A0126
|
RAGHAVENDER REDDY M
|
|
|
|
30
|
10E11A0128
|
RAMSAGAR M
|
|
|
|
31
|
10E11A0129
|
RAVI K
|
|
|
|
32
|
10E11A0130
|
RAVI TEJA G
|
|
|
|
33
|
10E11A0131
|
ROHIT SAI SANJEEV Y
|
|
|
|
34
|
10E11A0132
|
SAHITH REDDY M
|
|
|
|
35
|
10E11A0133
|
SAI SANDEEP REDDY B
|
|
|
|
36
|
10E11A0134
|
SHARATH CHANDER T
|
|
|
|
37
|
10E11A0135
|
SHIRISHA REDDY G
|
|
|
|
38
|
10E11A0136
|
SINDHU D
|
|
|
|
39
|
10E11A0137
|
SPANDANA G
|
|
|
|
40
|
10E11A0138
|
SRAVAN REDDY M
|
|
|
|
41
|
10E11A0140
|
SRIKANTH J
|
|
|
|
42
|
10E11A0141
|
SUKESH K
|
|
|
|
43
|
10E11A0142
|
SUPRIYA B
|
|
|
|
44
|
10E11A0143
|
SUPRIYA K
|
|
|
|
45
|
10E11A0144
|
SUSHMITHA E
|
|
|
|
46
|
10E11A0145
|
SWATHI B
|
|
|
|
47
|
10E11A0147
|
VAKEEL MA
|
|
|
|
48
|
10E11A0148
|
VENKAT REDDY B
|
|
|
|
49
|
10E11A0149
|
VENKAT REDDY J
|
|
|
|
50
|
10E11A0150
|
VIJAY B
|
|
|
|
51
|
10E11A0151
|
VIKAS G
|
|
|
|
52
|
10E11A0152
|
VIKAS K
|
|
|
|
53
|
10E11A0153
|
VINAY KUMAR G
|
|
|
|
54
|
10E11A0154
|
VINEETH REDDY J
|
|
|
|
55
|
10E11A0155
|
SURAJ SAHANI
|
|
|
|
56
|
10E11A0156
|
JHANSI LAXMI T
|
|
|
|
57
|
10E11A0158
|
YASHWANTH V
|
|
|
|
58
|
10E11A0159
|
MANOJ REDDY M
|
|
|
|
59
|
10E11A0160
|
SRAVANI R
|
|
|
|
60
|
11E15A0101
|
SRILATHA S
|
|
|
|
61
|
11E15A0102
|
VINOD KUMAR V
|
|
|
|
62
|
11E15A0103
|
SANTOSH CH
|
|
|
|
63
|
11E15A0104
|
PRAVEEN KUMAR A
|
|
|
|
64
|
11E15A0105
|
NARASAMMA D
|
|
|
|
65
|
11E15A0106
|
AMRUTHA S
|
|
|
|
66
|
11E15A0107
|
SAI KUMAR B
|
|
|
Subscribe to:
Posts (Atom)