geo pro inc head loss tables

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Pipe Selection Fluid Flow Information Pipe Material Beginning Flow Rate (gpm) 3.00 DR/SCH/TYPE Flow Rate Intervals (Step) 3.00 Nominal Size Min Flow Rate For Turbulence (gpm) = 4.99 NOTE: Ensure to Refresh Each Pulldown for Every Use Fluid Flow Not Turbulent Pipe Selection Verification Pipe Information Pipe Type Polyethylene DR/SCH/TYPE DR-11 Nominal Size (ID) 1-1/4" (1.358") Pipe Volume 7.53 gal / 100' Circulating Fluid Information Circulating Fluid Concentration (By Vol) Temperature Fluid Selection Verification Fluid Information Fluid Type Dowfrost P.G. Visc. (cp) 4.77 Conc. / Temp. 20% 25°F 64.19 19.4 °F Estimated Freeze Point Head Loss Calculations The desired range for head loss is 1-3 ft of head loss per 100' of pipe length GPM Vel. (ft/sec) Re Number HL* (ft./100 ft) PD (lbs./100 ft) 3.00 0.66 1,504 0.26 0.11 6.00 1.33 3,009 1.04 0.45 9.00 1.99 4,513 2.13 0.92 12.00 2.66 6,018 3.47 1.50 15.00 3.32 7,522 5.08 2.20 18.00 3.99 9,027 6.95 3.01 21.00 4.65 10,531 9.07 3.93 24.00 5.31 12,036 11.42 4.95 27.00 5.98 13,540 14.01 6.07 30.00 6.64 15,045 16.83 7.29 33.00 7.31 16,549 19.86 8.61 36.00 7.97 18,054 23.12 10.02 39.00 8.64 19,558 26.59 11.52 42.00 9.30 21,063 30.27 13.11 45.00 9.97 22,567 34.16 14.80 48.00 10.63 24,072 38.25 16.57 51.00 11.29 25,576 42.54 18.43 54.00 11.96 27,081 47.04 20.38 57.00 12.62 28,585 51.73 22.41 60.00 13.29 30,090 56.62 24.53 NOTES: 2) PEX, Polyethylene, PVC, and Copper Assumed Smooth - Churchill equation used to calculate friction factors Swamee-Jain Equation Used to Calculate Friction Factors Swamee-Jain Equation Used to Calculate Friction Factors 5) Refer to state and local regulations to ensure compliance when selecting circulating fluid type for use with the ground heat exchanger portion of a geothermal heat pump system (GSHP) Density (lbm/ft 3 ) 1) Head Loss (HL) is determined using the Darcy-Weisbach eq. { (HL)f = f * (L/D) * (V 2 /2g) } 3) Steel Assumed to Have Effective Roughness of 1.8*10 -6 inches (ASHRAE Fundamentals). 4) Rubber Hose Assumed to Have Effective Roughness of 4.0*10 -4 inches (Fluid Mechanics - Cengel). U-Bend Pipe Pipe Headloss Calculator www.geoproinc.com | (877) 580- 9348

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Page 1: Geo Pro Inc Head Loss Tables

Pipe Selection Fluid Flow Information

Pipe Material Beginning Flow Rate (gpm) 3.00

DR/SCH/TYPE Flow Rate Intervals (Step) 3.00

Nominal Size Min Flow Rate For Turbulence (gpm) = 4.99

NOTE: Ensure to Refresh Each Pulldown for Every Use Fluid Flow Not Turbulent

Pipe Selection Verification

Pipe InformationPipe Type Polyethylene DR/SCH/TYPE DR-11

Nominal Size (ID) 1-1/4" (1.358") Pipe Volume 7.53 gal / 100'

Circulating Fluid Information

Circulating Fluid Concentration (By Vol) Temperature

Fluid Selection Verification

Fluid InformationFluid Type Dowfrost P.G. Visc. (cp) 4.77

Conc. / Temp. 20% 25°F 64.19

19.4 °F Estimated Freeze Point

Head Loss Calculations

The desired range for head loss is 1-3 ft of head loss per 100' of pipe length

GPM Vel. (ft/sec) Re Number HL* (ft./100 ft) PD (lbs./100 ft)

3.00 0.66 1,504 0.26 0.11

6.00 1.33 3,009 1.04 0.45

9.00 1.99 4,513 2.13 0.92

12.00 2.66 6,018 3.47 1.50

15.00 3.32 7,522 5.08 2.2018.00 3.99 9,027 6.95 3.0121.00 4.65 10,531 9.07 3.9324.00 5.31 12,036 11.42 4.9527.00 5.98 13,540 14.01 6.07

30.00 6.64 15,045 16.83 7.29

33.00 7.31 16,549 19.86 8.61

36.00 7.97 18,054 23.12 10.0239.00 8.64 19,558 26.59 11.5242.00 9.30 21,063 30.27 13.11

45.00 9.97 22,567 34.16 14.8048.00 10.63 24,072 38.25 16.57

51.00 11.29 25,576 42.54 18.4354.00 11.96 27,081 47.04 20.38

57.00 12.62 28,585 51.73 22.41

60.00 13.29 30,090 56.62 24.53

NOTES:

2) PEX, Polyethylene, PVC, and Copper Assumed Smooth - Churchill equation used to calculate friction factors

Swamee-Jain Equation Used to Calculate Friction Factors

Swamee-Jain Equation Used to Calculate Friction Factors 5) Refer to state and local regulations to ensure compliance when selecting circulating fluid type for use with the ground heat exchanger portion of a geothermal heat pump system (GSHP)

Density (lbm/ft3)

1) Head Loss (HL) is determined using the Darcy-Weisbach eq. { (HL) f = f * (L/D) * (V2/2g) }

3) Steel Assumed to Have Effective Roughness of 1.8*10-6 inches (ASHRAE Fundamentals).

4) Rubber Hose Assumed to Have Effective Roughness of 4.0*10-4 inches (Fluid Mechanics - Cengel).

U-Bend Pipe

Pipe Headloss Calculator

www.geoproinc.com | (877) 580-9348