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Flow Analysis

  Pipe Length in Linear Feet (LF)
Average Flow Expected:
       In Millions of Gallons per Day (MGD)
Or   In Gallons per Minute

No. Material Pipe Size Pipe DR ID C Factor (Hazen Williams Coefficent)
1 Fusible PVC™
2
3
4


The data below is based on the above selected flow rate and pipe length.

No. Pipe Description Flow Rate (MGD) Head Loss (LF H20 / 1000 LF) Total Head Loss (LF H20) Pressure Change (PSIG) Velocity (LF/s)
1
2
3
4

Frictional Loss Energy Analysis

  Project Location
(to estimate energy Costs)
Energy Cost ($/KWH)
Demand Cost ($/KW/mo) $10
Pump Motor Efficiency (%) 80
Daily Operating Hours
Service Hours/Month

No. Pipe Description Total Head Loss (ft of H2O) Pump Size (HP) Energy Use (KWH/mo) Total Energy Cost ($/mo) Annual Energy Cost ($/yr) Energy Cost Delta ($/yr)
1
2
3
4

Assumptions:

  - Flow coefficients (C) as listed above.
- Demand cost of $10/KW per month.
- The annual energy costs shown are based on head loss only, and do not reflect actual pumping costs.


Note: This analysis is for comparison purposes only and does not constitute engineering advice nor does UGSI warrant or guarantee that actual results will match the illustration. The user of this information should perform its own engineering analysis and confirm local electricity rates for the purposes of final engineering designs and bid submittals.