Related Experiment Video
Updated: Jun 14, 2026

09:49
Visualizing Hyporheic Flow Through Bedforms Using Dye Experiments and Simulation
Published on: November 18, 2015
Modeling flow into horizontal wells in a Dupuit-Forchheimer model
Henk Haitjema1, Sergey Kuzin, Vic Kelson
1SPEA 439, Indiana University, Bloomington, IN 47405, USA. haitjema@indiana.edu
Ground Water
|March 25, 2010
Summary
A new 2D model accurately predicts water withdrawal rates for horizontal wells in shallow aquifers. This method simplifies design and capture zone delineation for water resource management.
Area of Science:
- Hydrogeology
- Water Resource Engineering
Background:
- Horizontal and radial collector wells enhance water withdrawal in shallow aquifers.
- Accurate modeling of 3D groundwater flow near these wells is computationally intensive.
- Simplified models are needed for efficient water withdrawal system design.
Purpose of the Study:
- To develop a simplified modeling approach for horizontal wells in shallow aquifers.
- To accurately predict groundwater withdrawal rates and delineate capture zones.
- To provide a computationally efficient alternative to 3D numerical models.
Main Methods:
- Developed a Cauchy boundary condition for horizontal wells within a Dupuit-Forchheimer (steady-state 2D) model.
- Applied the model to radial collector wells and horizontal wells beneath rivers.
- Compared model results with 3D numerical simulations.
Main Results:
- The Dupuit-Forchheimer model accurately predicts production rates for radial collector wells, closely matching 3D model outcomes.
- Satisfactory results were obtained for horizontal wells under rivers, especially with moderate-to-large riverbed resistance.
- The 2D model offers a viable alternative for designing water withdrawal systems and source water protection.
Conclusions:
- A steady-state 2D Dupuit-Forchheimer model with a Cauchy boundary condition effectively simulates groundwater withdrawal from horizontal wells.
- This approach simplifies the design of water withdrawal systems and aids in capture zone delineation.
- The model provides accurate production rates, comparable to complex 3D simulations, for practical hydrogeological applications.
Related Concept Videos
Design Example: Creating a Hydraulic Model of a Dam Spillway
Scaled hydraulic models of dam spillways provide a practical way to replicate and study the intricate flow dynamics of these structures. Often built to a 1:15 ratio, these models allow for observing critical water behavior, such as velocity distribution, flow patterns, and energy dissipation.
Typical Model Studies
Fluid mechanics model studies often utilize scaled-down systems to predict fluid behavior in full-scale environments, such as river flows, dam spillways, and structures interacting with open surfaces. Maintaining Froude number similarity in river models is crucial, as it replicates surface flow features like wave patterns and velocities.
Design Example: Flow of Oil Through Circular Pipes
Understanding fluid flow behavior through pipes is critical in fluid mechanics, especially in applications like oil transportation through pipelines. Hagen-Poiseuille's law provides an exact solution derived from the Navier-Stokes equations for steady, incompressible, and laminar flow within a circular pipe. Hagen-Poiseuille's law helps determine the necessary pressure drop across a pipeline section by determining parameters like pipe length, radius, oil viscosity, and the desired volumetric...
Underflow Gates
Underflow gates are vital for controlling water flow in irrigation canals. The three main types of underflow gates — vertical, radial, and drum gates — serve different purposes while ensuring effective flow management. Vertical gates move up and down, generating a free-flowing water jet; radial gates pivot to regulate the flow; and drum gates rotate for precise adjustments. The flow through these gates is influenced by downstream conditions, resulting in free or drowned outflow.Free and Drowned...
Uniform Depth Channel Flow: Problem Solving
To calculate the flow rate for a trapezoidal channel, first, identify the bottom width, side slope, and flow depth of the channel. The cross-sectional area (A) corresponding to the depth of flow (y), channel bottom width (B), and side slope (θ) is determined by:Next, calculate the wetted perimeter, which includes the bottom width and the sloped side lengths in contact with the water. Using the values of the cross-sectional area and the wetted perimeter, determine the hydraulic radius by...
Plane Potential Flows
Plane potential flows simplify fluid motion by assuming the fluid to be irrotational and incompressible. These characteristics allow these flows to be described by a velocity potential function, ϕ, representing the flow speed in a given direction, and a stream function, ψ, that visualizes the flow path, both governed by Laplace's equation. These parameters help in estimating flow patterns, velocity distributions, and pressure fields around various hydraulic structures.
Uniform Flow
Uniform flow...
Uniform Flow
Uniform flow...

