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
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
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
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