Crop Evapotranspiration (ETc) Calculator
Calculate crop evapotranspiration ETc by multiplying reference ETโ by the crop coefficient Kc. Determine daily water use by growth stage.
Calculate aquifer drawdown from pumping rate and specific capacity. Estimate water level decline during irrigation pumping to plan operations.
| Aquifer Type | Transmissivity Range | Storage Coeff. | Sustainable Yield |
|---|---|---|---|
| Sandstone | 500-5000 | 0.0001 | 800 GPM |
| Limestone | 1000-10000 | 0.00005 | 1200 GPM |
| Sand/Gravel | 100-1000 | 0.001 | 400 GPM |
| Claystone | 10-100 | 0.000001 | 50 GPM |
When water is pumped from a well, the water level in the well drops below the static (non-pumping) level. This decline is called drawdown. The amount of drawdown depends on the pumping rate and the aquifer's specific capacity โ the number of gallons per minute the well produces per foot of drawdown.
Excessive drawdown can expose the pump intake, reduce pump efficiency, and even damage the aquifer by compacting sediments. Monitoring and predicting drawdown helps you plan pumping schedules and avoid operating beyond safe limits.
This page turns pumping rate and specific capacity into an estimated pumping water level so you can check clearance to the pump and expected seasonal stress.
Drawdown matters when it changes pumping strategy or reveals that the well is being pushed too hard. This page makes that risk easier to see.
Drawdown (ft) = Pumping Rate (GPM) / Specific Capacity (GPM/ft)
Pumping Water Level = Static Water Level + DrawdownResult: Drawdown = 40 ft; Pumping Level = 120 ft
Drawdown = 800 GPM / 20 GPM/ft = 40 ft. Pumping water level = 80 + 40 = 120 ft below surface. If the pump intake is at 200 ft, there is 80 ft of submergence โ adequate.
When pumping begins, drawdown increases rapidly at first, then gradually stabilizes as the cone of depression reaches equilibrium with aquifer recharge. The time to stabilization depends on aquifer transmissivity and storativity. In highly transmissive sand-and-gravel aquifers, equilibrium may take hours; in low-permeability formations, it may take days.
If multiple wells pump from the same aquifer within 500โ2,000 ft, their cones of depression overlap, increasing drawdown at each well. Account for interference by adding drawdowns from each pumping well or by reducing per-well pumping rates to stay within total aquifer capacity.
In many regions, aquifer levels decline 0.5โ2 ft per year due to regional over-pumping. This raises the static water level measurement each year, increasing energy cost and drawdown. Tracking static levels over decades informs water policy and individual farm planning.
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Specific capacity (SC) is the well's productivity ratio: GPM per foot of drawdown. A well yielding 800 GPM with 40 ft of drawdown has SC = 20 GPM/ft. Higher SC means a more productive well.
It is approximately linear for confined aquifers and low pumping rates. In unconfined aquifers at high rates, drawdown increases faster than linearly due to dewatering effects. This calculator uses the linear assumption; for precision, use a step-drawdown test.
Pumping faster than the aquifer recharges, well screen plugging (reducing specific capacity), or interference from neighboring wells. All three can be diagnosed with monitoring data.
Set the pump at least 20โ30 ft below the expected pumping water level at peak season rates. This accounts for seasonal aquifer decline and prevents air entrainment.
If drawdown drops to the pump intake, the pump takes in air, loses prime, and can burn out. Modern pumps have low-water shutoffs, but damage can still occur. Prevent this by ensuring adequate submergence.
Use an electric water level indicator (e-tape) lowered into the well before the pump starts. Measure from the wellhead to the water surface. Record this before each irrigation season.
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.
Calculate monthly or annual pond evaporation loss from surface area, pan evaporation rate, and pan coefficient. Plan water budgets accurately.