302 Fluid Flow

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FLUIDS FLOW Chen 302 Instructor: Sandeep Hedge By: Vineet Kapoor, Davinder Dhaliwal and Jagroop Randahwa

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TABLE 1.1 – CALIBRATION OF AN ORFICE AND VENTURI METER TIME TO FILL BUCKET OF WATER(S)

PRESSURE DIFFERENCE IN

PRESSURE DIFFERENCE IN

ORIFICE (∆P)

VENTURI (∆P)

6.65 (wt of bucket)

0

0

0

14.1-6.65 = 7.35

33.85

1.2

1.2

14.4-6.35 = 7.65

18.09

5.1

4.9

21.0-6.35 = 14.25

19.44

15.7

14.5

26.6-6.35 = 19.85

22.94

22.9

19.5

30.5-6.35 = 23.75

21.66

36.3

31.6

MASS OF WATER(LB)

TABLE 1.2 – FRICTION LOSS IN 1 INCH COPPER TUBE

Pressure difference across pipe (∆P) Pressure difference in orifice (∆P)

CLOSED

3 TURNS OPEN

6 TURNS OPEN

9 TURNS OPEN

12 TURNS OPEN

FULLY OPEN

0

1.5

4.2

4.7

4.8

4.9

0

14.4

42

47.1

48.7

49.1

TABLE 1.3 – FRICTION

LOSS IN

¾ INCHES

COPPER TUBE

Pressure difference across pipe

CLOSED

3 TURNS OPEN

6 TURNS OPEN

9 TURNS OPEN

12 TURNS OPEN

FULLY OPEN

0

4

10.2

11.4

11.6

11.7

0

13

36.0

39.9

40.7

41.1

(∆P) Pressure difference in orifice (∆P)

TABLE 1.4 – FRICTION LOSS IN ½ INCHES COPPER TUBE

Pressure difference across pipe

CLOSED

3 TURNS OPEN

6 TURNS OPEN

9 TURNS OPEN

12 TURNS OPEN

FULLY OPEN

0

16.6

28.2

32.0

32.3

32.4

0

9.2

16.3

18.2

18.8

19.0

(∆P) Pressure difference in orifice (∆P)

TABLE 1.5 – FRICTION LOSS IN 3/8 INCH COPPER TUBE CLOSED

3 TURNS

6 TURNS

9 TURNS

12 TURNS

FULLY

Pressure difference across pipe

OPEN

OPEN

OPEN

OPEN

OPEN

0

36.7

43.2

44.2

44.2

44.5

0

5.5

6.6

6.7

6.7

6.7

(∆P) Pressure difference in orifice (∆P)

2.

Convert flow meter measurements in lb/s into m3/s and draw a graph of flow versus orifice and venture readings (∆P) and another of flow rate2 versus orifice and venture readings (∆P). Does the shape of the graph agree with the theory? Explain your answer.

TABLE 2.1 – CONVERTING

FLOW RATES

Mass of water(lb)

Time to fill bucket of water(s)

Flow Rate (lb/s)

Flow Rate (m3/s)

6.65 (wt of bucket)

0

0

0

14.1-6.65 = 7.35

33.85

.217

9.84 x 10-5

14.4-6.35 = 7.65

18.09

.423

1.92 x 10-4

21.0-6.35 = 14.25

19.44

.733

3.32 x 10-4

26.6-6.35 = 19.85

22.94

.865

3.92 x 10-4

30.5-6.35 = 23.75

21.66

1.10

4.99 x 10-4

1000L = 1m3 1lb = 0.4536kg 1kg (water) = 1L (water)

TABLE 2.2 – PRESSURE DIFFERENCE Pressure difference in

Pressure difference in

orifice (∆P)

Venturi (∆P)

VS.

FLOW RATE

Flow Rate (m3/s)

Flow Rate2 (m3/s)2

0

0

0

0

1.2

1.2

9.84 x 10-5

9.68 x 10-9

5.1

4.9

1.92 x 10-4

3.69 x 10-8

15.7

14.5

3.32 x 10-4

1.10 x 10-7

22.9

19.5

3.92 x 10-4

1.54 x 10-7

36.3

31.6

4.99 x 10-4

2.49 x 10-7

GRAPH 1: FLOW RATE

VS.

PRESSURE DROP

) c(∆ ifn D su re P

FlowRate(m3/s) vsPressureDifference(∆P) 40 35 30 25 20 15 10 5 0 0

1

2

3 Flow Rate ( *10-4m3/s)

Pressure difference in orifice (∆P)

GRAPH 2: FLOW RATE2 VS. PRESSURE DROP

4

5

Pressure difference in Venturi (∆P)

6

From the graphs you can see that as the flow rate increases so does the pressure difference. Pressure Difference in orifice meter increases at faster rate compared to Venturi Meter.

TABLE 3.1 FLOW RATE

THROUGH TUBES AND

PRESSURE DIFFERENCE

THROUGH ORIFICE METER

FlowRate(m3/s) 1inchtube 2.90 5.30 5.50 5.80 5.90

Pressure Difference(∆P) 14.40 42.00 47.10 48.10 49.10

3/4inchtube 2.90 5.00 5.20 5.25 5.30

13.00 36.00 39.90 40.70 41.10

1/2inchtube 2.40 3.40 3.60 3.62 3.65

9.30 16.30 18.20 18.80 19.00

3/8inchtube 1.90 2.01 2.20 2.20 2.20

5.50 6.60 6.70 6.70 6.70

GRAPH 3: FLOW RATE

THROUGH TUBES VS.

PRESSURE DIFFERENCE

FlowRate(m3/s) vs PressureDifference(∆P) 60.00 50.00 40.00

) (∆ c ifn D u s re P

30.00 20.00 10.00 0.00 0.00

1.00

2.00

3.00

4.00

5.00

6.00

Flow Rate ( *10-4m3/s) 1 inch tube

3/4 inch tube

1/2 inch tube

3/8 inch tube

7.00

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