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Unconfined Aquifer Dupuit-Thiem Well Discharge Calculator

In unconfined water-table aquifers, pumping groundwater causes a curved water-table depression cone with horizontal seepage lines, creating a non-linear parabolic flow regime.

Aquifer permeability K (e.g. 5-50 m/day for clean sand, 50-500 m/day for gravel).

Initial height of static water table above impermeable bedrock stratum.

Height of water column remaining inside pumping well above bedrock base.

Casing or gravel pack outer radius (typically 0.15 - 0.50 m).

Radial distance at which pumping drawdown drops to zero (typically 100 - 500 m).

Calculated Result
23.77 L/s

Steady Well Discharge (Q)

Daily Pumping Volume

2053.4 m³/day

Well Drawdown (s_w)

7 m

Aquifer Thickness (H)

25 m

Intake Face Gradient

4.84

Calculation Breakdown

  1. Aquifer Piezometric DrawdownTotal Drawdown s_w = H - h_w = 25 - 18 = 7 m
  2. Dupuit Radial Discharge IntegrationQ = [π·K·(H² - h_w²)] / ln(R / r_w) = [π · 15 · (25² - 18²)] / ln(250 / 0.25) = 2053.4 m³/day
  3. Intake Velocity & Well Screen GradientWell Face Hydraulic Gradient i = 4.84 m/m; Yield = 23.77 L/s

Aquifer Water Levels & Drawdown

Interactive visualization based on your current inputs

Value
0.06.3131925Initial Head H (m)Well Head hw (m)Drawdown sw (m)Yield (L/s)ParameterValue

What Is the Unconfined Aquifer Dupuit-Thiem Well Discharge Calculator?

In unconfined water-table aquifers, pumping groundwater causes a curved water-table depression cone with horizontal seepage lines, creating a non-linear parabolic flow regime.

The Dupuit-Thiem equation integrates radial Darcy flow over the saturated thickness, accounting for diminishing aquifer thickness toward the borehole casing.

This calculator predicts steady discharge Q in both m³/day and liters per second, total casing drawdown, and face gradient given aquifer permeability and radius of influence.

How Does the Unconfined Aquifer Dupuit-Thiem Well Discharge Calculator Work?

The calculation evaluates user-provided measurements using recognized domain equations, converts between measurement units, and adjusts for real-world efficiency factors.

Unconfined Aquifer Dupuit-Thiem Well Discharge Calculator Formula & Variables

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

Q = \frac{\pi K (H^2 - h_w^2)}{\ln(R / r_w)}, \quad s_w = H - h_w

Dupuit-Thiem radial differential integration for steady unconfined groundwater seepage over impervious horizontal bedrock.

How to Use the Unconfined Aquifer Dupuit-Thiem Well Discharge Calculator

  1. Enter your primary measurements in the input fields above.
  2. Select your preferred units (e.g. metric or imperial) if applicable.
  3. Review or adjust operational assumptions such as field efficiency.
  4. Click Calculate to instantly generate the full results breakdown and visual chart.
  5. Use the Reset button at any time to clear the form and test a new scenario.

Step-by-Step Example Calculation

Medium Sand Unconfined Well (H = 25m, hw = 18m, K = 15 m/day)

Input Values:

hydraulicConductivityMDay:15
undisturbedAquiferHeadHM:25
pumpingWellWaterLevelHwM:18
wellBoreRadiusRwM:0.25
radiusOfInfluenceRM:250
Worked Steps: Delivers 2053.8 m³/day (23.77 L/s) steady discharge at 7.0m casing drawdown.

Understanding Your Result

Your calculated result represents the realistic operational capacity or baseline output under the specified conditions. Comparing theoretical and effective outputs reveals the direct impact of turns, overlap, and practical downtime.

Factors That Affect the Result

Field terrain, operator experience, equipment maintenance, overlap margin, and weather conditions can significantly influence real-world output.

When Should You Use This Calculator?

Use this calculator whenever you need quick, verified estimates for job planning, budgeting, equipment sizing, or project timelines.

Assumptions & Limitations

  • Dupuit-Thiem Discharge: Q = [π · K · (H² - h_w²)] / ln(R / r_w) in m³/day.
  • Pumping Drawdown: s_w = H - h_w.
  • Well Face Inflow Velocity: v_face = Q / (2 · π · r_w · h_w).
  • Conversion: 1 m³/day = 1000 / 86400 ≈ 0.01157 L/s.

Frequently Asked Questions

Calculation Accuracy & Reference Note

This calculator implements verified, deterministic mathematical equations based on published standards. Results should be treated as professional engineering estimates; always verify critical operations with local equipment manuals and site inspections.

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