Exam Details
Subject | hydraulics | |
Paper | ||
Exam / Course | diploma engineering | |
Department | ||
Organization | Gujarat Technological University | |
Position | ||
Exam Date | May, 2017 | |
City, State | gujarat, ahmedabad |
Question Paper
1/3
Seat No.: Enrolment
GUJARAT TECHNOLOGICAL UNIVERSITY
DIPLOMA ENGINEERING SEMESTER -III• EXAMINATION SUMMER 2017
Subject Code: 330602 Date: 01 05 2017
Subject Name: Hydraulics
Time: 02:30 PM TO 05:00 PM Total Marks: 70
Instructions:
1. Attempt all questions.
2. Make Suitable assumptions wherever necessary.
3. Figures to the right indicate full marks.
4. Use of programmable Communication aids are strictly prohibited.
5. Use of only simple calculator is permitted in Mathematics.
6. English version is authentic.
Q.1
Write following equation Give name of all the parameters included in it.
1. Reynolds Number 2. Continuity Eq. 3. Chezy's Formula.
4. Coefficient of velocity 5. Darcy's Formula
6. Kutter's Formula 7. Discharge over Rectangular Notch
14
Q.2
Convert following.
1. 10 M head of mercury in N/M2 .
2. 25 M of oil (sp. gr. 0.8) head in head of water
07
State Explain Pascal's law.
07
OR
State Explain Bernoulli's Equation.
07
Q.3
A circular gate of 2 M diameter is immersed vertically in oil of sp. gr. 0.84 with uppermost end of vertical diameter lies at a depth of 2 M below free surface. Calculate total pressure and depth of centre of pressure.
07
Show various components of Venturimeter with the help of neat sketch and explain function of each.
07
2/3
OR
Q.3
Differentiate
1. Laminar flow Turbulent flow.
2. Uniform flow Non-uniform flow
07
A jet of water issue from a sharp edged orifice of 3 c.m. diameter under a constant head of 300c.m. If vertical horizontal co-ordinators of a point from vena contracta are 40c.m. and 200c.m. respectively and Cc=0.62, find
1. Coefficient of discharge
2. Velocity of jet at vena contracta
3. Diameter of jet at vena contracta
07
Cc=0.62
Q.4
What is nomogram? Give its uses.
07
Explain "Most Economical Section " of channel.
07
OR
Q.4
Differentiate between V-notch and Rectangular notch give advantages of V-notch over Rectangular notch.
07
A compound pipe of 3000 M length is comprising of 1000 M with 300m.m. dia. 1000 M with 25c.m. dia. and remaining with 0.2 M dia. Find the equivalent diameter of pipe having same length.
07
Q.5
Write factors affecting selection of pump.
07
Explain with sketch various types of pressure.
07
3/3
OR
Q.5
Explain with sketch Pitot Tube'
07
Find Dimension of most economical rectangular channel from following data 1. 400 lit/sec. 2. S 1/2000 3. C 50.
07
400 lit/sec. S 1/2000 C 50.
Seat No.: Enrolment
GUJARAT TECHNOLOGICAL UNIVERSITY
DIPLOMA ENGINEERING SEMESTER -III• EXAMINATION SUMMER 2017
Subject Code: 330602 Date: 01 05 2017
Subject Name: Hydraulics
Time: 02:30 PM TO 05:00 PM Total Marks: 70
Instructions:
1. Attempt all questions.
2. Make Suitable assumptions wherever necessary.
3. Figures to the right indicate full marks.
4. Use of programmable Communication aids are strictly prohibited.
5. Use of only simple calculator is permitted in Mathematics.
6. English version is authentic.
Q.1
Write following equation Give name of all the parameters included in it.
1. Reynolds Number 2. Continuity Eq. 3. Chezy's Formula.
4. Coefficient of velocity 5. Darcy's Formula
6. Kutter's Formula 7. Discharge over Rectangular Notch
14
Q.2
Convert following.
1. 10 M head of mercury in N/M2 .
2. 25 M of oil (sp. gr. 0.8) head in head of water
07
State Explain Pascal's law.
07
OR
State Explain Bernoulli's Equation.
07
Q.3
A circular gate of 2 M diameter is immersed vertically in oil of sp. gr. 0.84 with uppermost end of vertical diameter lies at a depth of 2 M below free surface. Calculate total pressure and depth of centre of pressure.
07
Show various components of Venturimeter with the help of neat sketch and explain function of each.
07
2/3
OR
Q.3
Differentiate
1. Laminar flow Turbulent flow.
2. Uniform flow Non-uniform flow
07
A jet of water issue from a sharp edged orifice of 3 c.m. diameter under a constant head of 300c.m. If vertical horizontal co-ordinators of a point from vena contracta are 40c.m. and 200c.m. respectively and Cc=0.62, find
1. Coefficient of discharge
2. Velocity of jet at vena contracta
3. Diameter of jet at vena contracta
07
Cc=0.62
Q.4
What is nomogram? Give its uses.
07
Explain "Most Economical Section " of channel.
07
OR
Q.4
Differentiate between V-notch and Rectangular notch give advantages of V-notch over Rectangular notch.
07
A compound pipe of 3000 M length is comprising of 1000 M with 300m.m. dia. 1000 M with 25c.m. dia. and remaining with 0.2 M dia. Find the equivalent diameter of pipe having same length.
07
Q.5
Write factors affecting selection of pump.
07
Explain with sketch various types of pressure.
07
3/3
OR
Q.5
Explain with sketch Pitot Tube'
07
Find Dimension of most economical rectangular channel from following data 1. 400 lit/sec. 2. S 1/2000 3. C 50.
07
400 lit/sec. S 1/2000 C 50.
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