1Part 1: Steady-State Net Drawdown
Step 1 β Enter Synthetic Mode
Navigate to IGW-NET and log in. Use 'Go to Synthetic Case Area' (under Utilities) to create a synthetic model domain.
Step 2 β Add River Boundaries
Click
to add rectangular zones along the left and right edges of the domain to represent river features. The head difference between them drives regional groundwater flow:
Left edge: prescribed head = 0 m
Right edge: prescribed head = β2 m
Step 3 β Add a Theis Well
Click to add a well near the center of the domain. In the Well Input Options interface:
1. Check the box next to 'Theis' β this tells IGW-NET to compute the analytical Theis solution for this well
2. Use the default pumping rate: β2500 mΒ³/day
The Theis checkbox is the key feature β it enables side-by-side comparison of the numerical solution with the exact analytical answer.
Step 4 β Set Initial Head and Aquifer Properties
Set the initial head to 0 m (Conceptual Model Tools β DomainAttr β Simulation Settings β Initial & Boundary Condition for Head). Use the default aquifer properties:
Aquifer thickness: 50 m
Hydraulic conductivity: 75 ft/day
Specific storage: 0.00001 1/m
Mode: Steady-state (default)
Step 5 β Run the Net Drawdown Simulation
Click 'SIMULATE'. Two prompts appear:
1. "Theis wells found in your model..." β Click 'OK' to confirm
2. Superposition vs. net drawdown prompt β Click 'Cancel' to compute net drawdown only
Head contours and velocity vectors show the classic cone of depression around the well β drawdown relative to the initial head of zero.
Step 6 β View 3D and Cross-Section Results
Click 'Display Charts' (Analysis Tools β Analysis β Display Charts) to see the results in 3D and cross-section view. In the Cross-section Plot, uncheck 'Bot Elevation' and click 'ReDraw' to focus on the drawdown shape near the well.
2Part 1b: Steady-State Superimposed Heads
Step 7 β Set Background Head for Superposition
Change the aquifer top elevation to β10 m (DomainAttr β Aquifer Properties β Top Elevation). This establishes a non-zero background head distribution β the regional flow field driven by the two river boundaries.
Step 8 β Run the Superimposed Simulation
Click 'SIMULATE' again. When the superposition prompt appears, click 'OK' this time. IGW-NET now computes: background heads (from regional flow between the two rivers) minus Theis drawdown = the actual head distribution during pumping.
What Superposition Reveals
The regional flow field is disrupted: Without pumping, water flows uniformly from the left river (h = 0 m) to the right river (h = β2 m). With pumping, the cone of depression bends flow lines toward the well. Some water that would have reached the right river is now captured by the well. The superimposed view shows this interaction β something net drawdown alone cannot reveal.
Capture zone implications: The distortion of regional flow defines the well's capture zone β the area that contributes water to the well. In this simple case, you can see how the well "steals" water from the regional flow. In Tutorial 3 (Particle Tracking) and Tutorial 18 (Probabilistic Capture Zones), you explored this concept in detail.
3Part 2: Transient Drawdown
Why Go Transient?
Steady-state shows the end state: Given infinite time, the drawdown reaches a fixed shape β the cone of depression stabilizes when inflow from boundaries balances the pumping rate. But how long does it take to reach steady state? How does drawdown evolve in the first hours, days, and weeks?
Transient shows the process: The Theis solution is inherently transient β drawdown grows logarithmically with time. Early-time behavior is dominated by storage release (water squeezed from the aquifer matrix). Late-time behavior approaches steady state as boundary effects arrive. The transition between these regimes is exactly what pumping tests measure β and what the Theis solution predicts.
Monitoring wells see the evolution: A monitoring well near the pumping well records drawdown over time β the classic pumping test hydrograph. Matching this curve to the Theis solution yields T and S β the most common method of aquifer characterization in practice.
Step 9 β Enable Transient Flow
Continue from the Part 1 model. Go to DomainAttr β Simulation Settings. Check 'Modeling Transient Flow'. Also check 'Overwrite with Steady State Solution at t=0'. Click 'Save'. The model will now simulate drawdown evolution over time.
Step 10 β Add a Monitoring Well
Click to add a second well near the pumping well. Check 'Monitoring Well' and set the pumping rate to zero. This well records drawdown over time β it's your virtual piezometer for observing the transient response.
Step 11 β Run and View Transient Results
Click 'SIMULATE'. Click 'Cancel' on the superposition prompt to compute net drawdown. The simulation now runs through time β watch the cone of depression grow at each time step. Use
'Display Charts' to view transient results in 3D and cross-section views.
Key Concepts
Verification vs. validation: This tutorial demonstrates verification β does the numerical solver reproduce a known analytical answer? This is different from validation (Tutorial 8: Calibration), which asks whether the model reproduces field observations. Verification proves the code works correctly. Validation proves the model represents the real system. Both are necessary for a credible model.
The Theis checkbox is powerful: In traditional workflows, comparing numerical results to analytical solutions requires external scripts, spreadsheet calculations, or separate software. IGW-NET's built-in Theis feature eliminates this β one checkbox enables the analytical benchmark alongside the numerical solution. Verification becomes effortless.
From verification to practice: Once you've confirmed the numerical engine reproduces the Theis solution, you can confidently move to complex problems where no analytical solution exists β heterogeneous aquifers, irregular boundaries, multiple wells, contaminant transport. The verification gives you the foundation to trust the numerical results.
Superposition principle: The linearity of the confined-aquifer flow equation means drawdowns from multiple wells can be added together, and drawdown can be superimposed on any background flow field. This powerful principle breaks down for unconfined aquifers (nonlinear) and when wells interact with boundaries β but it remains a cornerstone of groundwater hydraulics and wellfield design.
4What's Next
Continue to advanced mesh and analysis capabilities:
Tutorial 21: Unstructured Grid (Create) β flexible mesh for complex geometries
Tutorial 22: Unstructured Grid (Results) β visualize results on unstructured grids
Tutorial 23: MODFLOW Analysis Tool β advanced post-processing of MODFLOW output