Process Control and Optimization, VOLUME II - Unicauca

feet of liquid = mo dulus. ×. 2.31. Lower limit. (.46). Water (1.13). 50(7.4). 50. 60. 80. 100. 125. 150. 200. 250. 300. 400. 500. 600. 8001000. 12501500. 20002500.
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A.6

Friction Loss in Pipes B. G. LIPTÁK

Friction loss moduli for laminar flow are shown by the 45° lines in the upper left-hand portion of each chart. Moduli for turbulent flow are shown by the steeper curves in the lower right-hand portion. Both of these regions represent stable states of flow. A diagonal line separates the regions of laminar and turbulent flow and represents the critical zone, a region in which it is difficult to predict the state of flow and, hence, the friction loss. The critical zone usually represents a region of unstable flow. The critical zone line gives approximate moduli on the high side for this region of unstable flow. The bottom scale of each chart represents flow in gallons per minute, GPM. An auxiliary top scale shows the average velocity in the pipe in feet per second. Read vertically from the GPM scale to find the corresponding velocity in feet per second. The vertical scales, labeled “Friction Loss Modulus for 100 Feet of Pipe,” represent values of the ratio: ∆p M = ------SG

2262 © 2006 by Béla Lipták

where M = friction loss modulus for 100 feet (30 m) of pipe ∆p = pressure loss in pounds per square inch per 100 feet of pipe SG = specific gravity of fluid at 60°F (15.6°C) The loss due to pipe friction may be obtained as follows: ∆p = M × SG To use the charts, proceed as follows: 1. Select the chart for the size of pipe in question. 2. Follow the vertical line representing the flow in GPM to its intersection with the desired viscosity curve, and read the modulus at the left. 3. If the vertical line representing the flow in GPM does not intersect the viscosity line in either turbulent or laminar flow, use the intersection with the critical zone line. 4. Compute the friction loss in pressure drop from the equation above.

40

30

20

10

8

6

5

4

3

2

1.0

.8

.6 .5

.4

.3

.2

.1 .7 .8 .9 1.0 2 3 4

FIG. A.6a ∗ Friction loss modulus for 100 ft of 1″ steel pipe. 5 6 7 8 910 20 30

Gallons per minute Loss – lbs. per sq. in. = modulus × specific gravity Loss – feet of liquid = modulus × 2.31 *For SI units see Section A.1. 40 50 60 70

30

20

10 8

6 5

4

3

2

1.0 .8

.4

.3

.2

.1 2 3 4 5 6

13)

6)

(.4

50

4)

(7.

8 10 4

20

FIG. A.6b ∗ Friction loss modulus for 100 ft of 11/2″ steel pipe.

5 6

30

8 10

Gallons per minute

40 50 60

Loss – lbs. per sq. in. = modulus × specific gravity Loss – feet of liquid = modulus × 2.31 *For SI units see Section A.1. 80 100

.2)

3

(43

6)

(20 .

2

200

100

0 00 ) 10 98 0 12 0 ( 80 00 60 0 0 50

(C 73 (21 P S 2) 65 ) )

.8 1.0

Lo w lim er it

40

(1

.4 .5 .6

(1.

60 50

Vi sc SS o si U ty

20

Wa ter

20 25 3 4 20 25 3 4 5 6 8 1 12 1 0 0 00 00 00 00 00 000 50 500 00 00 000 000 ( (1 (1 5. (20 26.4 (32 (4 (5 (6 (8 (1 (13 (1 (21 (2 (3 (4 (5 (6 (8 (1 0. 7) .6 ) .1 3. 4 5 7) 08 0 7 7) 71 2 3 4 4 6 0 3) ) ) 2) ) ) ) 5) 3) 1) 9) 5) 82 ) ) 3) )

.6 .5 10 12 150 0 5

Loss – feet of liquid = modulus × 2.31

5 6 7 8 10

Loss – PSI = Modulus × specific gravity

.6)

20

0(

4

10

)

7.4

50(

3

Friction loss modulus for 100 feet of pipe

)

2

(.4 6)

.13

Wa ter (1

.4 .5 .6 .7 .8 1.0

20

200

2263

© 2006 by Béla Lipták

80

60 50

Lo w lim er it

.3

A.6 Friction Loss in Pipes

60

80

Vi S S s co 1 0 U s 1 60 80 00 (C ity 80 100 125 150 200 250 300 40 500 600 80 00 125 150 200 250 30 400 50 60 00 0 ( P 0 0 0 0 0 0 0 00 0 00 00 2 S ( 16 ) ( (1 (1 (7 (2 (26 (32 43. (54 (6 (87 (10 (13 (17 (21 (27 (32 (43 (54 (64 (86 (10 (12 173 5) 0 5 .4 .3 .7 0.6 .4) .1) 2) ) 5) ) 8) 0) 3) 7) 1) 5) 3) 1) 9) 6) 82 98 2) ) ) ) ) ) )

100

50

Loss – feet of liquid = modulus × 2.31

Friction loss modulus for 100 feet of pipe Loss – PSI = Modulus × specific gravity

1" Steel pipe (1.049" I.D.) Pipe velocity ft. per sec.

1½" Steel pipe (1.610" I.D.) Pipe velocity ft. per sec. 30

100 80

.4 .3 .2

20 30 40 50 60 80 100 Gallons per minute Loss – lbs. per sq. in. = modulus × specific gravity Loss – feet of liquid = modulus × 2.31 *For SI units see Section A.1. 3

4

5 6

8 10

FIG. A.6c ∗ Friction loss modulus for 100 ft of 2″ steel pipe. © 2006 by Béla Lipták

20

8 10

300

400

40

.2)

30

2

1.0 .8 .6 .5 .4 .3

200 .6) (20 100 )

3

(.4 6

4

)

6 5

(7.4

8

) PS ) (C 165 (2 2) ity 73 os (1 si c SU 0 ) V S 0 0 98 10 12 ) ( 2 00 08 80 (1 5) 0 6 0 (8 60 ) 49 0 6 0 ( ) 50 0 1 4 0 (5 ) 40 33 4 0 ( 0 ) 30 25 00 (3 ) 25 1 7 00 (2 ) 20 17 2 ( 00 3) 15 0 17 ( 5 12 0 ) 0 30 10 (1 ) 8 0 0 80 (1 ) 7 0 (8 60 0 5) (6 50 0 4) 0 (5 4

50

10

(43

20

0 30 0 5 2 0 20 0 5 5 1 12 100 .1 6 7 8 10 20

.2

200

(87

)

60 50

)

Loss – feet of liquid = modulus × 2.31

.2) 0 ( 43 20 .6) 20 0( 10

400 (87)

80

.1

5 6

Lo w lim er it

.6 .5

4

3

.13

.8

2

Wa ter (1

1.0

.8 1.0

(3 (43. 2 2 (2 (26. .1) ) 0.6 4) )

2

.5 .6

80

Friction loss modulus for 100 feet of pipe

3

.4

100

Loss – PSI = Modulus × specific gravity

6 5

.3

20

(7. 4)

8

8 10

50

10

5 6

.46

20

4

Lo w lim er it

30

3

)

40

2

.13

Loss – feet of liquid = modulus × 2.31

60 50

4 Loss – PSI = Modulus × specific gravity

.8 1.0

S) ) CP 0 is ty ( (649 0) 1 o 54 0) sc U Vi SS 000 ( 433 ( 0) 30 00 25 0 0 5 (3 ) 2 00 10 20 0 (27 ) 0 65 0 15 00 (21 ) 5 32 12 0 (17 8) 0 0 29 10 0 (1 ) 0 2 80 08 (1 65) 0 0 (8 ) 60 0 49 0 0 (6 5 0 ) 0 41 40 (5 33) 0 0 (4 30 ) 25 00 5 (3 1) 2 7 00 (2 ) 20 7 1 0 0 (2 3) 15 0 7 (1 5 12 ) 0 0 30 10 (1 ) 0 08 80 (1 ) 7 0 (8 60 5) 0 (6 50 0 4) (5 ) 40 2 3. 0 (4 ) 30 1 2. 0 (3 ) 25 4 0 6. 20 (2 ) 6 0 0. (2 ) 15 5 7 2 5. 1 (1 0 0 1

80

Friction loss modulus for 100 feet of pipe

.5 .6

40 50 60 80 100 Gallons per minute Loss – lbs. per sq. in. = modulus × specific gravity Loss – feet of liquid = modulus × 2.31 30

*For SI units see Section A.1.

FIG. A.6d ∗ Friction loss modulus for 100 ft of 3″ steel pipe.

200

300 400 500 600

A.6 Friction Loss in Pipes

100

.4

Wa ter (1

.3

2264

3" Steel pipe (3.068" I.D.) Pipe velocity ft. per sec.

2" Steel pipe (2.067" I.D.) Pipe velocity ft. per sec.

4" Steel pipe (4.026" I.D.) Pipe velocity ft. per sec.

.8 .6 .5 .4 .3 .2

.1

10

20

30

*For SI units see Section A.1.

1.0 .8

.4 .3 .2

0.1 .08 .06 .05 .04 .03 .02

5 12 0 10

20

30

40 50 60

20

43

.2)

400

(87

)

8 10

0(

.01 300 400 500 600 800 1000

6

20

87 0( 40 .2) 0( 43 20

.6) (20 100

2

5

80 100

200 300 400 500 600 800 1000 Gallons per minute

Loss – lbs. per sq. in. = modulus × specific gravity Loss – feet of liquid = modulus × 2.31

2000

*For SI units see Section A.1.

FIG. A.6f ∗ Friction loss modulus for 100 ft of 6″ steel pipe.

2265

FIG. A.6e ∗ Friction loss modulus for 100 ft of 4″ steel pipe.

© 2006 by Béla Lipták

)

40 50 60 80 100 200 Gallons per minute Loss – lbs. per sq. in. = modulus × specific gravity Loss – feet of liquid = modulus × 2.31

Friction loss modulus for 100 feet of pipe

1.0

3

.6 .5

Loss – PSI = Modulus × specific gravity

2

.46

3

(7.4

6 5

50

8

)

10

.13

20

Lo w lim er it

30

4

4

A.6 Friction Loss in Pipes

) PS ) (C 660 (8 ) ity 0 os 49 c s U (6 ) Vi SS 00 0 0 41 40 (5 30) 0 3 0 (4 ) 0 30 0 50 0 2 0 (3 ) 25 0 0 71 ) 00 (2 165 20 (2 0 ) 00 32 15 0 17 0 ( 5 8) 12 0 29 00 (1 2) 0 1 00 08 (1 ) 80 65 (8 00 60 ) 49 00 (6 50 ) 41 00 (5 3) 40 3 4 ( 00 30 ) 25 00 (3 5 ) 2 71 00 (2 ) 20 7 1 (2 3) 00 15 17 ( 0 5 ) 12 00 30 (1 10 ) 0 08 (1 80 ) 7 (8 0 60 5) ) (6 (54 .2) 0 0 3 5 (4 .1) 0 2 (3 ) 40 .4 0 0 6 0 5 30 2 20 150 5 (2 12

)

40

ity os sc SU 0 i V S 00 25 0 00 20 0 00 15 00 5 12 0 00 0 1 00 80 00 60 00 50 00 40 00 30 00 25 00 20 00 15 50 12 0 0 0 1 0 0 8 0 60 0 0 5 0 40 0 30 0 5 2 0 20 0 15

5

) PS ) (C 410 (5 ) 0 33 (4 ) 0 5 2 (3 ) 0 71 (2 ) 5 16 (2 32) 17 ) 8 29 (1 ) 2 08 (1 ) 65 (8 ) 49 (6 ) 41 (5 ) 33 (4 ) 25 (3 ) 71 (2 ) 17 (2 ) 73 (1 ) 30 (1 ) 03 (1 ) 7 (8 5) (6 4) (5 ) .2 3 (4 ) 1 2. (3 ) 4 6. (2 ) 6 0. (2

3

0( 20 .6)

6

2

10

60 50

.8 1.0

)

8 Loss – feet of liquid = modulus × 2.31

10

80

.4 .5 .6

.46

.3

20

(7.4

8 10

50

5 6

Lo w lim er it

4

)

3

.13

2

Wa ter (1

.8 1.0

Wa ter (1

Loss – feet of liquid = modulus × 2.31

.4 .5 .6

100

4

Loss – PSI = Modulus × specific gravity

Friction loss modulus for 100 feet of pipe

.3

6" Steel pipe (6.065" I.D.) Pipe velocity ft. per sec.