TITLE:

FLOW THROUGH VENTURI TUBE AND ORIFICE PLATE

OBJECTIVE:

Ø To determine the coefficient of discharge of Venturi tube.

Ø To determine the coefficient of discharge of Orifice plate.

THEORY:

Bernoulli’s Equation:

p1 + v1 + z1 = p2 + v2 + z2

ρg 2g ρg 2g

v2 = A1v1

A2 (continuity equation)

p1 = h1

ρg (pressure head at 1)

p2 = h2

ρg (pressure head at 2)

z1 =z2 (horizontal flow)

Flow through Venturi Tube and Orifice Plate.


v1 = 2g(h1-h2)

(A1)2 – 1

(A2)2


Theoretical Discharge


Q theoretical = A1v1 = A1 2g(h1-h2)

(A1)2 – 1

(A2)2


Actual Discharge

Q actual = Cd Q theoretical ; where Cd is coefficient of discharge.The actual discharge is obtained by measuring directly the quantity of following water per second.

APPARATUS:

Ø Adjustable measurement system

Ø Back wall

Ø Ball cocks for shutting off part sections.

Ø Double pressure gauge

Ø Drain

Ø Inlet (concealed)

Ø Measurement object-flow measurement

Ø Measurement object-shut-off devices

Ø Tubular steel frame with suction pads

PROCEDURES:

Part A: Flow through Venturi Tube

  1. Inlet and throat diameters of the Venturi tube were recorded.
  2. The Venturi tube was fixed into section 6.
  3. All valves were closed except those that will let the water flows from the tank to section Venturi tube and return back to the tank. The direction of flow in the pipe was verified.
  4. The manometer hoses were connected to the pressure tapping points of the Venturi tube.
  5. The pump was switched on. Air bubble was removed from the apparatus.
  6. The valve was adjusted on the left side of the Venturi tube to a certain position.
  7. The valve of h1 and h2 were measured and recorded.
  8. The actual volume flow rate (Q actual).
  9. Step 6 to 8 for 5 values of Q actual were repeated.

Part B: Flow through Orifice Plate

1. Inlet and throat diameters of the Orifice plate were recorded.

2. The Orifice plate was fixed into section 6.

3. All valves were closed except those that will let the water flows from the tank to section Orifice plate and return back to the tank. The direction of flow in the pipe was verified.

4. The manometer hoses were connected to the pressure tapping points of the Orifice plate.

5. The pump was switched on. Air bubble was removes from the apparatus.

6. The valve was adjusted on the left side of the Orifice plate to a certain position.

7. The valve of h1 and h2 were measured and recorded.

8. The actual volume flow rate (Q actual).

9. Step 6 to 8 for 5 values of Q actual were repeated.

DATA AND CALCULATION:

Part A: Flow through Venturi tube.

Inlet inside diameter :

d1= 28.4 mm = 0.0284 m

Inlet cross-sectional area:

A1= 2.534×10-3 m2

Throat inside diameter:

d2= 14.0mm = 0.014 m

Throat cross-sectional:

A2= 0.1539×10-3m2

Area ratio:

A1/A2= 16.465

Gravitational acceleration:

g= 9.81 m/s2

No.

Volume

Measured,

(liters)

Time,

(s)

Q actual

h1,

(mm)

h2,

(mm)

h1-h2,

Q theoretical,

(m3/s)

(Liters/s)

(m3/s)

(mm)

(m)

1.

1

5.35

0.187

96.0

28.57

67.25

0.06725

2.

1

7.38

0.136

91.0

33.2

57.8

0.0578

3.

1

8.9

0.112

86

37.3

48.7

0.0487

4.

1

9.5

0.105

81

41.5

39.5

0.0395

5.

1

10.21

0.098

76

45.5

30.5

0.0305

Part B: Flow through Orifice plate.

Inlet inside diameter :

d1=18.5 mm = 0.0185 m

Inlet cross-sectional area:

a1= 0.2688×10-3m2

Throat inside diameter:

d2= 14.0 mm = 0.014 m

Throat cross-sectional:

A2= 0.1539×10-3m2

Area ratio:

A1/A2=1.747

Gravitational acceleration:

g= 9.81 m/s2

No.

Volume

Measured,

(liters)

Time,

(s)

Q actual

h1,

(mm)

h2,

(mm)

h1-h2,

Q theoretical,

(m3/s)

(Liters/s)

(m3/s)

(mm)

(m)

1.

1

9.53

0.105

73.5

64

9.5

0.0095

2.

1

8.66

0.115

78.5

61.1

17.4

0.0174

3.

1

8.10

0.123

83.5

58

25.5

0.0255

4.

1

7.93

0.126

88.5

74.5

14.0

0.014

5.

1

3.88

0.258

93.5

51.1

42.4

0.0424

DISCUSSION (venturi & orifice)

Through the experiment, the objective had been achieved and as follows:

o To determine the coefficient of discharge of Venturi tube. where from the experiment, the data is______ while from theoretical calculation is______.

o To determine the coefficient of discharge of Orifice plate. where from the experiment, the data is______ while from theoretical calculation is______.

CONCLUSION

  • As a conclusion the experiment were successfully carried out, even though the data collected are varies with theoretically equation because the different are minute and can be negligible.

  • The different between experiment data theoretically equation are mainly due to human and servicing factors such as:

a. Parallax error – occur during captured the value of water level, h1 and h2.

b. Bubble inside the pipe line was not properly flushed during bleeding.

  • The are no relative motion between the fluid particles. The only stress will be normal stress which is equal to the pressure.

RECOMMENDATION

There are a lot of possibilities for an experiment will having an error and as per discuss above. Therefore it is recommendation are as follows:

a. Change to the new equipment and apparatus.

b. Built the platform when taking the parallax error.