1. A Venturi meter is 50 mm bore diameter at inlet and 10 mm bore diameter at the throat. Oil of density 900 kg/m3 flows through it and a differential pressure head of 80 mm is produced. Given Cd = 0.92, determine the flow rate in kg/s. Ans.= 0.0815 kg/s

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Lecture 4 Homework
1. A Venturi meter is 50 mm bore diameter at inlet and 10 mm bore
diameter at the throat. Oil of density 900 kg/m3 flows through it and
a differential pressure head of 80 mm is produced. Given Cd 0.92,
determine the flow rate in kg/s.
2. A Venturi meter is 60 mm bore diameter at inlet and 20 mm bore
diameter at the throat. Water of density 1000 kg/m³ flows through it
and a differential pressure head of 150 mm is produced. Given Cd =
0.95, determine the flow rate
Ans.= 0.0815 kg/s
Ans.= 515 x 10 m /s
3. Calculate the differential pressure expected from a Venturi meter
when the flow rate is 2 dm /s of water. The area ratio is 4 and Cd is
0.94. The inlet c.s.a. is 900 mm2.
4. Calculate the mass flow rate of water through a Venturi meter when
the differential pressure is 980 Pa given Cd = 0.93, the area ratio is
5 and the inlet c.s.a. is 1000 mm2.
5. Calculate the flow rate of water through an orifice meter with an
Ans.= 41916 Pa
Ans.=0.2658 kg/s
area ratio of 4 given Cd is 0.62, the pipe area is 900 mm2 and the
d.p. is 586 Pa.
6. A piezometer and a Pitot tube are tapped into a horizontal water
pipe, as shown in figure below to measure static and stagnation
(static dynamic) pressures. For the indicated water column heights,
determine the velocity at the center of the pipe.
Ans.= 155.9 x 10 m /s
h, = 12 cm
h=7 cm
h,=3 cm
Water
Ans. =1.53 m/s
Stugnation
point
Transcribed Image Text:Lecture 4 Homework 1. A Venturi meter is 50 mm bore diameter at inlet and 10 mm bore diameter at the throat. Oil of density 900 kg/m3 flows through it and a differential pressure head of 80 mm is produced. Given Cd 0.92, determine the flow rate in kg/s. 2. A Venturi meter is 60 mm bore diameter at inlet and 20 mm bore diameter at the throat. Water of density 1000 kg/m³ flows through it and a differential pressure head of 150 mm is produced. Given Cd = 0.95, determine the flow rate Ans.= 0.0815 kg/s Ans.= 515 x 10 m /s 3. Calculate the differential pressure expected from a Venturi meter when the flow rate is 2 dm /s of water. The area ratio is 4 and Cd is 0.94. The inlet c.s.a. is 900 mm2. 4. Calculate the mass flow rate of water through a Venturi meter when the differential pressure is 980 Pa given Cd = 0.93, the area ratio is 5 and the inlet c.s.a. is 1000 mm2. 5. Calculate the flow rate of water through an orifice meter with an Ans.= 41916 Pa Ans.=0.2658 kg/s area ratio of 4 given Cd is 0.62, the pipe area is 900 mm2 and the d.p. is 586 Pa. 6. A piezometer and a Pitot tube are tapped into a horizontal water pipe, as shown in figure below to measure static and stagnation (static dynamic) pressures. For the indicated water column heights, determine the velocity at the center of the pipe. Ans.= 155.9 x 10 m /s h, = 12 cm h=7 cm h,=3 cm Water Ans. =1.53 m/s Stugnation point
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