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Confined Aquifer Theis Transient Well Drawdown Calculator

Model non-equilibrium transient radial drawdown s(r,t) and well function W(u) in confined aquifers under constant pumping discharge.

Transmissivity of the confined aquifer layer.

Dimensionless storage coefficient (typically 1e-5 to 1e-3 for confined aquifers).

Constant volumetric extraction rate of the pumping well.

Radial distance from pumping well to piezometer observation point.

Continuous elapsed pumping time in days.

Calculated Result
2.75 m

Predicted Drawdown

Well Function W(u)

8.633

Theis Parameter u

0.0001

Observation Distance

60 m

Approx Cone Radius

600 m

Calculation Breakdown

  1. Theis Dimensionless Parameter (u)u = (r² · S) / (4 · T · t) = (60² · 0.00025) / (4 · 450 · 5) = 0.0001
  2. Exponential Integral Well Function W(u)W(u) = -0.5772 - ln(u) + Σ (-1)ⁿ⁺¹ uⁿ / (n · n!) = 8.633
  3. Transient Piezometric Drawdowns = [Q / (4 · π · T)] · W(u) = [1800 / (4 · π · 450)] · 8.633 = 2.75 m

Theis Drawdown Metrics

Interactive visualization based on your current inputs

Value
0.04.18.21216Drawdown (m)W(u)u (x1000)Cone R / 100 (m)ParameterValue

What Is the Confined Aquifer Theis Transient Well Drawdown Calculator?

Model non-equilibrium transient radial drawdown s(r,t) and well function W(u) in confined aquifers under constant pumping discharge.

The Confined Aquifer Theis Transient Well Drawdown Calculator is an analytical tool in the construction domain designed to evaluate Aquifer Transmissivity (T), Storativity (S), Pumping Rate (Q), Observation Distance (r), Pumping Duration (t) using verified mathematical equations. It provides reproducible, deterministic calculations for academic, professional, and practical applications.

How Does the Confined Aquifer Theis Transient Well Drawdown Calculator Work?

This calculator computes results by taking input values for Aquifer Transmissivity (T), Storativity (S), Pumping Rate (Q), Observation Distance (r), Pumping Duration (t) and applying the governing equation: Theis non-steady radial flow formulation where W(u) is evaluated via exponential integral polynomial expansion.. Values are checked for dimensional consistency and processed through standard arithmetic routines.

Confined Aquifer Theis Transient Well Drawdown Calculator Formula & Variables

The core mathematical equation utilized by this calculator is expressed as:

s = (Q / 4πT) · W(u), where u = (r² · S) / (4 · T · t)

Theis non-steady radial flow formulation where W(u) is evaluated via exponential integral polynomial expansion.

How to Use the Confined Aquifer Theis Transient Well Drawdown Calculator

  1. Enter your value for Aquifer Transmissivity (T) in m²/day.
  2. Enter your value for Storativity (S).
  3. Enter your value for Pumping Rate (Q) in m³/day.
  4. Enter your value for Observation Distance (r) in m.
  5. Enter your value for Pumping Duration (t) in days.
  6. Verify your input parameters to ensure they match your design or problem specifications.
  7. Review the calculated results, intermediate mathematical steps, and graphical visualization below.

Step-by-Step Example Calculation

Municipal Well Drawdown (T = 450 m²/day, S = 2.5e-4, r = 60m)

Input Values:

transmissivityM2PerDay:450
storageCoefficientS:0.00025
constantPumpingRateM3PerDay:1800
radialDistanceToObservationM:60
pumpingDurationDays:5
Worked Steps: Predicts parameter u = 0.00010, W(u) = 8.63, and observation drawdown s = 2.75 m.

Understanding Your Result

The calculated output gives the primary solution for Confined Aquifer Theis Transient Well Drawdown under the specified conditions. Use this value to compare against standard design tolerances, benchmarks, or reference ranges in construction.

Factors That Affect the Result

  • Input precision and measurement accuracy of Aquifer Transmissivity (T), Storativity (S), Pumping Rate (Q), Observation Distance (r), Pumping Duration (t).
  • Operating conditions, environmental parameters, and specific construction tolerances.
  • Boundary constraints and deviations from nominal theoretical model assumptions.

When Should You Use This Calculator?

  • When performing technical analysis or dimensioning related to Confined Aquifer Theis Transient Well Drawdown.
  • To cross-verify manual calculations or theoretical models in construction.
  • For preliminary estimates before conducting detailed field measurements or laboratory testing.

Assumptions & Limitations

  • Valid for homogeneous, isotropic confined aquifers of infinite areal extent with 100% penetrating wells.
  • For small values of u (u < 0.05), Cooper-Jacob logarithmic approximation can also be used.

Frequently Asked Questions

What is the well function W(u)?+
W(u) is the exponential integral E1(u) representing the dimensionless drawdown solution of the radial groundwater flow diffusion differential equation.
What happens when pumping duration increases?+
As time increases, u decreases, W(u) increases logarithmically, and the cone of depression expands radially outward.

Calculation Accuracy & Reference Note

This calculator implements verified mathematical formulas for Confined Aquifer Theis Transient Well Drawdown Calculator. Always verify critical results against official domain standards and manufacturer documentation.

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