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Calcimator

Well Drawdown Calculator

Calculate well drawdown using the Theis/Cooper-Jacob equation from pump rate, transmissivity, storage coefficient, time, and distance.

About this calculator

This calculator estimates how far the water table (or piezometric surface) drops at a given distance from a pumping well, using the same math hydrogeologists rely on during pump tests. It first computes the dimensionless time parameter u = r²S / (4Tt) from the distance r, storage coefficient S, transmissivity T, and pumping time t. When u is small (below 0.05), the full Theis well function is well-approximated by the simpler Cooper-Jacob straight-line method, so the calculator switches to that logarithmic formula: s = (Q / 4πT) × ln(2.25Tt / r²S). For larger u — meaning the well hasn't been pumping long, or the observation point sits close to a poorly transmissive aquifer — it falls back to a short series expansion of the full Theis well function, W(u) ≈ −0.5772 − ln(u) + u − u²/4 + u³/18, which loses accuracy as u grows well beyond 1.

The calculator reports which method it used so you can judge confidence in the number. It also derives a radius of influence (the distance at which drawdown effectively reaches zero) and specific capacity (pumping rate per unit of drawdown, a standard well-performance metric). Key assumptions baked into both formulas: a confined, homogeneous, isotropic aquifer of infinite extent, a fully penetrating well, and a constant pumping rate — real unconfined, layered, or bounded aquifers will deviate from these idealized predictions, sometimes substantially.

Inputs

Results

Drawdown

0.215 m

≈ 3 credit cards

Radius of Influence

1,500 m

≈ 5 Eiffel Towers

Calculation MethodCooper-Jacob
Specific Capacity2,320.19 m³/day/m
u Parameter0
How to Use This Calculator
  1. Enter the Pump Rate Q in m³/day and the Aquifer Transmissivity T in m²/day.
  2. Enter the Storage Coefficient S and the Pumping Time in days.
  3. Enter the Distance from the well in meters at which you want to calculate drawdown.
  4. Review Drawdown in meters — the drop in water level at the specified distance.
  5. Check Radius of Influence and Specific Capacity to characterize well performance and aquifer properties.

How the result changes with Pump Rate Q (m³/day)

Pump Rate Q (m³/day)DrawdownRadius of Influence
2500.108 m1,500 m
3750.162 m1,500 m
7500.323 m1,500 m
1,2500.539 m1,500 m

What each input means

Pump Rate Q (m³/day)
Pumping rate in cubic meters per day.
Transmissivity T (m²/day)
Aquifer transmissivity in m²/day. Product of hydraulic conductivity and aquifer thickness.
Storage Coefficient S
Dimensionless storage coefficient. Confined aquifers: 0.0001–0.001. Unconfined: 0.01–0.3.
Pumping Time (days)
Duration of pumping in days.
Distance from Well (m)
Radial distance from the pumping well to the observation point in meters.

How this is calculated

Formula

s = (Q / 4πT) × W(u), where u = r²S / 4Tt

Worked example, using the default values

  1. Identify Input Parameters
    4 parameters
    Pump Rate Q (m³/day) = 500, Transmissivity T (m²/day) = 1000, Storage Coefficient S = 0.001, Pumping Time (days) = 1 = 5 input(s) provided
  2. Calculate Drawdown
    Drawdown
    0.215 = 0.215
  3. Calculate Radius of Influence
    Radius of Influence
    1500 = 1500
  4. Calculate Calculation Method
    Cooper-Jacob = Cooper-Jacob
  5. Calculate Specific Capacity
    Specific Capacity
    2320.19 = 2320.19

Engine last updated . Checked against 1 independently-derived test — how we verify calculators. Built by Paul Gunder, a software engineer, not a licensed financial, medical, or legal professional.

Frequently Asked Questions

How does the calculator decide whether to use Cooper-Jacob or the Theis series approximation?

It computes the dimensionless parameter u = r²S / (4Tt) from your inputs and checks it against 0.05. Below that threshold, the Cooper-Jacob straight-line formula is an accurate simplification of the Theis solution and gets used directly. At or above it, the calculator switches to a truncated series expansion of the full Theis well function instead, since Cooper-Jacob would no longer be reliable. The reported 'Calculation Method' output tells you which path was taken.

Why does a larger pumping time reduce the reported drawdown for a fixed distance in some cases but not others?

Time enters both the numerator and denominator relationships in u and in the drawdown formulas, so its effect isn't purely one-directional in this model — increasing t generally increases the log argument (2.25Tt / r²S) in Cooper-Jacob, which increases drawdown, but it also shrinks u, which can flip which formula is used. In practice, for a given well and aquifer, drawdown grows more slowly as pumping continues, which is exactly the physical behavior the logarithmic Cooper-Jacob term captures.

What does 'radius of influence' mean, and can drawdown really hit exactly zero there?

The calculator reports radius of influence as R = √(2.25Tt / S), the distance from the well at which the Cooper-Jacob formula's drawdown mathematically reaches zero. In real aquifers drawdown actually approaches zero asymptotically rather than hitting it at a sharp boundary, so treat this figure as a practical outer limit of measurable effect rather than a hard physical edge.

Why might my real observed drawdown differ from what this calculator predicts?

Both formulas assume a confined, homogeneous, isotropic aquifer of infinite lateral extent, a fully penetrating well, and a constant pumping rate. If your aquifer is unconfined, layered, bounded by a recharge or barrier boundary nearby, or the well only partially penetrates the aquifer, actual drawdown can deviate substantially from these idealized values — the calculator has no way to detect or correct for those conditions from the five inputs alone.

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