User Manual

Model 100-21 Flow Chart (Based on normal flow through a wide open valve)
K =
894d
4
C
2
v
L =
K
12 f
K Factor (Resistance Coefficient)
The Value of K is calculated from the formula:
(U.S. system units)
Equivalent Length of Pipe
Equivalent lengths of pipe (L) are determined from the formula:
(U.S. system units)
Fluid Velocity
Fluid velocity can be calculated from the following formula:
(U.S. system units)
d
V =
.4085 Q
2
d
C
V
Factor
Formulas for computing C Factor, Flow (Q) and Pressure Drop
V
( P):
C
V
=
Q
P
C
V
=
Q
P
C
V
=
Q
P
2
V
Where:
U.S. (gpm) @ 1 psi differential at 60 F water
(l/s) @ 1 bar (14.5 PSIG) differential
or
at 15 C water
inside pipe diameter of Schedule 40 Steel Pipe (inches)
friction factor for clean, new Schedule 40 pipe
(dimensionless) (from Cameron Hydraulic Data,
18th Edition, P 3-119)
Resistance Coefficient (calculated)
Equivalent Length of Pipe (feet)
Flow Rate in U.S. (gpm) or (l/s)
Fluid Velocity (feet per second) or (meters per second)
Pressure Drop in (psi) or (bar)
=
=
=
=
=
=
=
=
=
P
V
Q
L
K
f
d
C
3
80
62
15
293
89.3
20.6
.032
.12
4
100
136
32.5
135
32
251
76.4
254
77.6
12.7
12.9
.08
.30
6
150
229
55
233
56
777
237.1
751
229
23.1
22.3
.17
.64
8
200
480
115
545
132
748
228.1
580
176.9
15.7
12.2
.53
2.0
10
250
930
223
621
189.5
10.4
1.26
4.8
12
300
1458
350
654
199.4
8.5
2.51
9.5
14
350
1725
414
750
228.7
8.9
4
15.1
16
400
2110
506
977
298.1
10.2
4
15.1
18
460
2940
705
983
299.9
8.4
9.6
36.2
20
510
3400*
816
1125
343.2
8.8
9.6
36.2
24
610
3500*
840
3005
916.6
19.1
9.6
36.2
30
750
7900*
1895
2130
649.6
10.5
29.0
110
Globe
Pattern
Angle
Pattern
Globe
Pattern
Angle
Pattern
Equivalent
Length
of
Pipe
C
V
Factor
Functional Data Model 100-21
*Estimated
Valve Size
Liquid Displaced
from Diaphragm
Chamber When
Valve Opens
K
Factor
mm.
Gal./Min. (gpm.)
Litres/Sec. (l/s.)
Gal./Min. (gpm.)
Litres/Sec. (l/s.)
Feet (ft.)
Meters (m.)
Feet (ft.)
Meters (m.)
Fl. Oz
U.S. Gal.
ml
Litres
Inches
Globe Pattern
Angle Pattern