Aquifer Drawdown Calculator
Calculate aquifer drawdown from pumping rate and specific capacity. Estimate water level decline during irrigation pumping to plan operations.
Calculate well yield in GPM from a pumping test using volume pumped and elapsed time. Determine sustainable yield for irrigation planning.
Well yield is the rate at which a well can sustainably produce water, typically measured in gallons per minute (GPM). It is determined by a pumping test where a known volume of water is extracted over a measured time period, and drawdown is monitored to ensure stability.
The basic yield calculation is straightforward: volume divided by time. However, interpreting whether that yield is sustainable requires observing drawdown stabilization. If the water level continues dropping throughout the test, the pumping rate may exceed the aquifer's ability to recharge.
This page turns a pumping test into a working yield estimate and daily capacity number so irrigation plans stay inside the well's likely limit.
Yield is only useful when it tells you whether the well can support the acres and set times being planned. This page answers that more directly.
Yield (GPM) = Volume (gallons) / Time (minutes)
Daily Capacity (gal) = GPM × 60 × Hours/Day
Seasonal Capacity (ac-ft) = GPM × 60 × Hours/Day × Days / 325,851Result: Yield = 667 GPM
Yield = 40,000 gallons / 60 minutes = 667 GPM. Running 20 hrs/day for 90 days, that's 667 × 60 × 20 × 90 = 72 million gallons = 221 ac-ft of seasonal capacity.
A standard constant-rate pumping test sets the pump at the design flow rate and measures drawdown over 24+ hours. Observation wells at known distances can provide aquifer transmissivity and storativity values used for long-term yield predictions.
A step-drawdown test pumps at 3–5 increasing rates (e.g., 200, 400, 600, 800 GPM), each for 1–2 hours. Plotting drawdown vs flow rate reveals well efficiency and the maximum practical yield where additional pumping produces diminishing returns.
A well may yield 800 GPM during a spring test but only 600 GPM by late August due to declining aquifer levels. Plan for seasonal decline by either building in margin or monitoring drawdown monthly and adjusting irrigation strategy.
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For irrigation wells, a 24-hour constant-rate test is ideal. Shorter tests (4–8 hours) can be useful for screening, but they may miss long-term aquifer effects that reduce sustainable yield.
Needs depend on acreage and crop. A quarter-section pivot needs 700–900 GPM. A 50-acre drip system might need only 100–200 GPM. Compare yield to your system's required GPM.
Annually, typically at the start of the irrigation season. A simple flow meter reading at operating speed gives year-over-year comparison. Formal pump tests every 3–5 years.
Well redevelopment (surging, jetting, chemical treatment) can restore yield lost to encrustation or plugging. Drilling deeper or adding perforations may access additional water-bearing zones. Hydrofracturing can help in hard-rock aquifers.
Common causes: aquifer depletion (over-pumping regionally), well screen clogging (mineral or biological), sand bridging, and pump degradation. Monitoring drawdown trends identifies the cause.
Specific capacity = GPM / feet of drawdown. It measures well productivity per unit of drawdown and helps compare wells and track performance over time. A declining specific capacity signals well or aquifer problems.
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 ET₀ 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.