Friction Loss Chart
Friction Loss Per 100 Feet of Pipe of plastic pipe (Schedule 40 pipe is white and schedule 80 pipe is gray).
|
|
Pipe Diameter |
1 in. |
1 1/2 in. |
2 in. |
2 1/2 in. |
3 in. |
4 in |
|
USgph |
SCH
40 |
SCH
80 |
SCH
40 |
SCH
80 |
SCH
40 |
SCH
80 |
SCH
40 |
SCH
80 |
SCH
40 |
SCH
80 |
SCH
40 |
SCH
80 |
|
120 |
0.55 |
0.88 |
0.07 |
0.10 |
- |
- |
- |
- |
- |
- |
- |
- |
|
300 |
1.72 |
2.75 |
0.22 |
0.30 |
0.066 |
0.10 |
0.038 |
0.05 |
0.015 |
0.02 |
- |
- |
|
420 |
3.17 |
5.04 |
0.38 |
0.55 |
0.11 |
0.15 |
0.051 |
0.07 |
0.021 |
0.028 |
- |
- |
|
600 |
6.02 |
9.61 |
0.72 |
1.04 |
0.21 |
0.29 |
0.09 |
0.12 |
0.03 |
0.04 |
- |
- |
|
900 |
12.77 |
20.36 |
1.53 |
2.20 |
0.45 |
0.62 |
0.19 |
0.26 |
0.07 |
0.09 |
- |
- |
|
1200 |
21.75 |
34.68 |
2.61 |
3.75 |
0.76 |
1.06 |
0.32 |
0.44 |
0.11 |
0.15 |
0.03 |
0.04 |
|
1500 |
32.88 |
52.43 |
3.95 |
5.67 |
1.15 |
1.60 |
0.49 |
0.67 |
0.17 |
0.22 |
0.04 |
0.06 |
|
1800 |
46.08 |
73.48 |
5.53 |
7.95 |
1.62 |
2.25 |
0.68 |
0.94 |
0.23 |
0.31 |
0.06 |
0.08 |
|
2100 |
- |
- |
7.36 |
10.58 |
2.15 |
2.99 |
0.91 |
1.25 |
0.31 |
0.42 |
0.08 |
0.11 |
|
2400 |
- |
- |
9.43 |
13.55 |
2.75 |
3.83 |
1.16 |
1.60 |
0.40 |
0.54 |
0.11 |
0.14 |
|
2700 |
- |
- |
11.73 |
16.85 |
3.43 |
4.76 |
1.44 |
1.99 |
0.50 |
0.67 |
0.13 |
0.17 |
|
3000 |
- |
- |
14.25 |
20.48 |
4.16 |
5.79 |
1.75 |
2.42 |
0.60 |
0.81 |
0.16 |
0.21 |
|
3600 |
- |
- |
19.98 |
28.70 |
5.84 |
8.12 |
2.46 |
3.39 |
0.85 |
1.14 |
0.22 |
0.30 |
|
4200 |
- |
- |
- |
- |
7.76 |
10.80 |
3.27 |
4.51 |
1.13 |
1.51 |
0.30 |
0.39 |
|
4500 |
- |
- |
- |
- |
8.82 |
12.27 |
3.71 |
5.12 |
1.28 |
1.72 |
0.34 |
0.45 |
|
4800 |
- |
- |
- |
- |
9.94 |
13.83 |
4.19 |
5.77 |
1.44 |
1.94 |
0.38 |
0.50 |
|
5400 |
- |
- |
- |
- |
12.37 |
17.20 |
5.21 |
7.18 |
1.80 |
2.41 |
0.47 |
0.63 |
|
6000 |
- |
- |
- |
- |
15.03 |
20.90 |
6.33 |
8.72 |
2.18 |
2.93 |
0.58 |
0.76 |
|
7500 |
- |
- |
- |
- |
- |
- |
9.58 |
13.21 |
3.31 |
4.43 |
0.88 |
1.16 |
|
9000 |
- |
- |
- |
- |
- |
- |
13.41 |
18.48 |
4.63 |
6.20 |
1.22 |
1.61 |
|
10500 |
- |
- |
- |
- |
- |
- |
- |
- |
6.16 |
8.26 |
1.63 |
2.15 |
|
12000 |
- |
- |
- |
- |
- |
- |
- |
- |
7.88 |
10.57 |
2.08 |
2.75 |
|
15000 |
- |
- |
- |
- |
- |
- |
- |
- |
11.93 |
16.00 |
3.15 |
4.16 |
|
18000 |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
4.41 |
5.83 |
|
21000 |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
5.87 |
7.76 |
|
24000 |
- |
- |
- |
- |
- |
- |
- |
- |
- |
- |
7.52 |
9.93 |
|
Friction
loss in PVC fittings in equivalent feet of straight pipe
This chart
gives friction losses for your given flow rate per 100 feet
of pipe. Example: If you have 3600 gallons per hour and
you're using 2 inch schedule 40 pipe and you have a 160 feet
of pipe, your friction loss is 5.84 x 1.6 = 9.34 feet.
Note: It is
best to keep your friction loss (per 100 feet of pipe) to
less than five feet. |
|
NORMAL PIPE
SIZE (IN) |
1" |
1 1/2" |
2" |
2 1/2" |
3" |
4" |
|
90° ELBOW,
STANDARD |
2.25 |
4.0 |
6.0 |
8.0 |
8.0 |
12.0 |
|
45° ELBOW,
STANDARD |
1.4 |
2.0 |
2.5 |
3.0 |
4.0 |
5.0 |
|
INSERT COUPLING |
1.0 |
1.5 |
2.0 |
3.0 |
3.0 |
4.0 |
|
GATE VALUE |
.6 |
1.0 |
1.5 |
1.6 |
2.0 |
3.0 |
|
MALE-FEMALE
ADAPTERS |
2.0 |
3.5 |
4.5 |
- |
6.5 |
9.0 |
|
TEE - FLOW
through RUN |
1.7 |
2.7 |
4.3 |
5.1 |
6.3 |
8.3 |
|
TEE - FLOW
THROUGH BRANCH |
6.0 |
8.0 |
12.0 |
15.0 |
16.0 |
22.0 |
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