Aquifer Drawdown Calculator
Calculate aquifer drawdown from pumping rate and specific capacity. Estimate water level decline during irrigation pumping to plan operations.
Calculate the required pump flow rate in GPM from irrigated acres, application depth, and available pumping hours. Size your irrigation pump correctly.
| Pipe Dia (in) | Max GPM | Optimal GPM | Status |
|---|---|---|---|
| 2 | 45 | 20-35 | - |
| 3 | 100 | 50-80 | - |
| 4 | 180 | 100-150 | - |
| 6 | 450 | 250-350 | - |
| 8 * | 800 | 500-650 | OK |
| 10 | 1,250 | 800-1000 | OK |
| 12 | 1,800 | 1200-1500 | OK |
Selecting the right pump capacity is critical for irrigation system design. The required flow rate (GPM) depends on the area to be irrigated, the depth of water applied per irrigation event, and the hours available to complete the application.
The formula converts irrigated acres and application depth into a total volume, then divides by available pumping time to get the required flow rate. The constant 452 accounts for unit conversions between acres, inches, gallons, and minutes.
This page converts acres, depth, and run time into the GPM target the pumping plant actually has to meet.
The key question is whether the pump can finish the set in the available window. This page frames the answer in GPM rather than rough rules of thumb.
GPM = (Acres ร Depth (in) ร 452) / Hours Available
Where 452 = 27,154 gal/ac-in รท 60 min/hrResult: Required GPM = 785
GPM = (125 ร 1.0 ร 452) / 72 = 56,500 / 72 = 785 GPM. A well yielding 800+ GPM is needed to irrigate this quarter-section pivot at one inch per 3-day rotation.
Peak irrigation demand typically occurs in July and August for the central U.S. Design your pump for peak conditions, then throttle back during lower-demand periods. A VFD (variable-frequency drive) lets you adjust flow without inefficiency.
Well yield declines over time as well screens clog or the aquifer declines. Build in a 10โ20% margin above calculated GPM to account for future yield reduction. Monitoring well drawdown annually detects problems early.
When one well cannot supply enough GPM, two or more wells can feed a common mainline. Each well's flow is additive, but consider drawdown interference if wells are close together. A spacing of at least 500โ1,000 ft between wells minimizes interference.
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It combines the conversion from acre-inches to gallons (1 ac-in = 27,154 gal) and from hours to minutes (60 min/hr). 27,154 / 60 = 452.6, rounded to 452.
A center pivot completing one revolution in 3 days has 72 hours. If the system runs 20 hours/day with 4 hours for maintenance, you have 60 hours per cycle.
Options: drill a second well, use a reservoir/recharge pit, reduce irrigated acres, tolerate deficit irrigation during peak demand, or switch to a more efficient system that applies less gross water. Connecting multiple wells to a common pipeline is a proven strategy for supplementing capacity without replacing existing infrastructure. Consulting a hydrogeologist can help identify the most cost-effective solution for your specific aquifer conditions.
Use gross depth (net depth / application efficiency) because the pump must deliver the full gross amount. If net need is 1 in and efficiency is 85%, gross is 1.18 in.
A step-drawdown pump test measures yield at several flow rates. The sustainable yield is the rate at which aquifer drawdown stabilizes. A hydrologist or well driller can conduct this test.
Yes, but the rotation must complete before the soil moisture drops below the stress threshold. If extending run time pushes the cycle beyond the irrigation interval, the crop suffers.
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.