Aquifer Drawdown Calculator
Calculate aquifer drawdown from pumping rate and specific capacity. Estimate water level decline during irrigation pumping to plan operations.
Calculate total dynamic head (TDH) for an irrigation pump by summing pumping lift, friction loss, and operating pressure. Essential for pump selection.
| Parameter | Value | Notes |
|---|---|---|
| Total Dynamic Head | 272.4 ft | Pump must be selected for this head at 500 GPM |
| Static Lift | 150 ft | Elevation difference from source to discharge point |
| Friction Loss | 30 ft | Estimated: 25.0 ft per 100 ft pipe |
| Pressure Head | 92.4 ft | Equivalent to 40.0 PSI discharge pressure |
| Pipe Size | 2.00" | Velocity: 51.0 ft/sec (target: 2โ8 ft/sec) |
Friction Loss depends on pipe diameter, roughness, flow rate, and length. Doubling pipe diameter reduces friction loss by ~94%. This calculator estimates loss at 30 ft; verify with Hazens-Williams formula (Q / C ร d^4.87)^1.852 for precise pipe schedules.
Optimal velocity range: 2โ8 ft/sec balances energy efficiency (lower velocity = lower loss) with pipe cost (larger diameter). Below 2 ft/sec: risk of sediment settling. Above 8 ft/sec: high friction loss & noise.
PSI to feet conversion: 1 PSI = 2.31 ft of water head. Your 40 PSI discharge pressure requires 92.4 ft of head.
Total dynamic head (TDH) is the total resistance a pump must overcome to deliver water from its source to the point of use. It consists of three components: pumping lift (the vertical distance water must be raised), friction loss (energy lost to pipe and fitting resistance), and operating pressure (the pressure required at the system outlet).
TDH is expressed in feet of head and directly determines the pump's power requirement and energy cost. Accurate TDH calculation is essential for selecting the right pump curves, sizing the motor, and estimating energy consumption.
This page converts lift, friction, and outlet pressure into the TDH number used for pump selection and energy estimates.
TDH errors usually show up later as bad pump matches or disappointing system pressure. This page helps catch that earlier.
TDH (ft) = Pumping Lift (ft) + Friction Loss (ft) + Operating Pressure (ft)
Pressure (ft) = PSI ร 2.31
Where:
Pumping Lift = Drawdown level to discharge point
Friction Loss = Pipe + fitting losses (from tables or Hazen-Williams)
Operating Pressure = System pressure at discharge (converted from PSI)Result: TDH = 272.4 ft
Operating pressure in feet = 40 PSI ร 2.31 = 92.4 ft. TDH = 150 + 30 + 92.4 = 272.4 ft. This is the head the pump must develop at the design flow rate.
Pumping lift includes static water level, drawdown, and any elevation gain from pump to field. Friction loss increases with flow rate and pipe length but decreases with larger pipe diameter. Operating pressure depends on the irrigation system type: drip needs 8โ20 PSI, sprinklers 30โ60 PSI, and high-pressure guns 60โ100 PSI.
Upsizing pipe by one diameter class (e.g., 6" to 8") can cut friction loss by 50โ70%. The extra pipe cost is often recovered within a few seasons through lower energy use. Always evaluate pipe sizing against TDH and energy cost.
Plot your required operating point (GPM, TDH) on the pump manufacturer's curve. The ideal pump operates within ยฑ10% of its best efficiency point (BEP). Off-BEP operation increases vibration, wear, and energy waste.
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Pumping lift is the vertical distance from the pumping water level in the well to the discharge point. It includes static water level plus drawdown during pumping.
Use Hazen-Williams tables with your pipe diameter, material (PVC C=150, steel C=130), flow rate, and total pipe length. Online calculators or NRCS tables simplify this.
Pump curves are plotted in feet of head. The conversion (1 PSI = 2.31 ft) puts all components in the same unit so they can be added directly.
For surface pumps, suction lift (distance from water surface to pump inlet) is part of pumping lift. Submersible pumps in wells do not have suction lift issues.
Slightly. Warmer water is less dense and has slightly less friction, but for irrigation temperatures (40โ80ยฐF), the effect is negligible.
Select a pump with more stages (multi-stage turbine) or boost pressure with a secondary pump. Reducing friction loss by upsizing pipe is often the most cost-effective solution.
Calculate aquifer drawdown from pumping rate and specific capacity. Estimate water level decline during irrigation pumping to plan operations.
Calculate crop evapotranspiration ETc by multiplying reference ETโ by the crop coefficient Kc. Determine daily water use by growth stage.
Calculate the energy cost to pump irrigation water from GPM, total dynamic head, pump efficiency, motor efficiency, run hours, and electricity rate.