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Engineering & Design Data<br />
Flow<br />
Rate<br />
(Gallons/<br />
Minute)<br />
Flow<br />
Velocity<br />
(ft/sec.)<br />
Friction<br />
Loss (Ft.<br />
Water/<br />
100ft)<br />
Friction<br />
Loss<br />
(psi/<br />
100ft)<br />
Flow<br />
Velocity<br />
(ft/sec.)<br />
Friction<br />
Loss (Ft.<br />
Water/<br />
100ft)<br />
FLOW VELOCITY & FRICTION LOSS<br />
Friction<br />
Loss<br />
(psi/<br />
100ft)<br />
Flow<br />
Velocity<br />
(ft/sec.)<br />
Friction<br />
Loss (Ft.<br />
Water/<br />
100ft)<br />
Friction<br />
Loss<br />
(psi/<br />
100ft)<br />
Flow<br />
Velocity<br />
(ft/sec.)<br />
SCHEDULE 80<br />
Friction<br />
Loss (Ft.<br />
Water/<br />
100ft)<br />
Friction<br />
Loss<br />
(psi/<br />
100ft)<br />
Flow<br />
Velocity<br />
(ft/sec.)<br />
GPM 8" 10" 12" 14" 16" 18" 20” 24” GPM<br />
125 0.89 0.04 0.02 125<br />
150 1.07 0.06 0.02 150<br />
175 1.25 0.07 0.03 175<br />
200 1.43 0.10 0.04 0.91 0.03 0.01 200<br />
250 1.78 0.14 0.06 1.13 0.05 0.02 250<br />
300 2.14 0.20 0.09 1.36 0.07 0.03 300<br />
350 2.50 0.27 0.12 1.59 0.09 0.04 1.12 0.04 0.02 350<br />
400 2.85 0.34 0.15 1.81 0.11 0.05 1.28 0.05 0.02 1.06 0.03 0.01 0.81 0.02 0.01 400<br />
450 3.21 0.43 0.19 2.04 0.14 0.06 1.44 0.06 0.03 1.19 0.04 0.02 0.91 0.02 0.01 450<br />
500 3.57 0.52 0.23 2.27 0.17 0.07 1.60 0.07 0.03 1.33 0.05 0.02 1.01 0.02 0.01 500<br />
750 5.35 1.10 0.48 3.40 0.36 0.16 2.40 0.16 0.07 1.99 0.10 0.04 1.52 0.05 0.02 1.19 0.03 0.01 750<br />
1000 7.13 1.87 0.81 4.53 0.62 0.27 3.20 0.27 0.12 2.65 0.17 0.07 2.02 0.09 0.04 1.59 0.05 0.02 1.29 0.03 0.01 1000<br />
1250 5.66 0.94 0.41 4.00 0.40 0.17 3.31 0.25 0.11 2.53 0.13 0.06 1.99 0.07 0.03 1.61 0.04 0.02 1250<br />
1500 6.80 1.32 0.57 4.80 0.57 0.24 3.98 0.36 0.15 3.03 0.18 0.08 2.39 0.10 0.04 1.93 0.06 0.03 1.34 0.03 0.01 1500<br />
2000 6.40 0.96 0.42 5.30 0.61 0.26 4.04 0.31 0.14 3.18 0.18 0.08 2.57 0.10 0.05 1.78 0.04 0.02 2000<br />
2500 6.63 0.92 0.40 5.05 0.48 0.21 3.98 0.27 0.12 3.22 0.16 0.07 2.23 0.06 0.03 2500<br />
3000 7.95 1.29 0.56 6.06 0.67 0.29 4.78 0.37 0.16 3.86 0.22 0.10 2.67 0.09 0.04 3000<br />
3500 7.07 0.89 0.38 5.57 0.50 0.22 4.50 0.30 0.13 3.12 0.12 0.05 3500<br />
4000 6.37 0.64 0.28 5.15 0.38 0.16 3.56 0.15 0.07 4000<br />
4500 7.16 0.79 0.34 5.79 0.47 0.20 4.01 0.19 0.08 4500<br />
5000 6.43 0.57 0.25 4.45 0.23 0.10 5000<br />
5500 7.08 0.68 0.30 4.90 0.28 0.12 5500<br />
6000 7.72 0.80 0.35 5.34 0.33 0.14 6000<br />
7000 6.23 0.44 0.19 7000<br />
7500 6.68 0.49 0.21 7500<br />
8000 7.12 0.56 0.24 8000<br />
8500 7.57 0.62 0.27 8500<br />
Friction<br />
Loss (Ft.<br />
Water/<br />
100ft)<br />
Friction<br />
Loss<br />
(psi/<br />
100ft)<br />
Flow<br />
Velocity<br />
(ft/sec.)<br />
Friction<br />
Loss (Ft.<br />
Water/<br />
100ft)<br />
Friction<br />
Loss<br />
(psi/<br />
100ft)<br />
Flow<br />
Velocity<br />
(ft/sec.)<br />
Friction<br />
Loss (Ft.<br />
Water/<br />
100ft)<br />
Friction<br />
Loss<br />
(psi/<br />
100ft)<br />
Flow<br />
Velocity<br />
(ft/sec.)<br />
Friction<br />
Loss (Ft.<br />
Water/<br />
100ft)<br />
Friction<br />
Loss<br />
(psi/<br />
100ft)<br />
Flow<br />
Rate<br />
(Gallons/<br />
Minute)<br />
NOTE: <strong>Spears</strong> ® recommends that Flow Velocities be maintained at or below 5 feet per second in large diameter piping systems (i.e. 6" diameter and larger) to minimize the potential for<br />
hydraulic shock. Refer to <strong>Spears</strong> ® engineering section entitled "Hydraulic Shock" for additional information. Friction loss data based on utilizing mean wall dimensions to determine average<br />
ID; actual ID may vary.<br />
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