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A Reduced Order Model for Sea Water Intrusion Simulation Using Proper Orthogonal Decomposition
Mohammadali Geranmehr1, Domenico Bau1, Alex S Mayer2
1Department of Civil and Structural Engineering, The University of Sheffield, Sheffield, UK.
Ground Water
|December 27, 2024
Summary
This study introduces a fast and accurate method for simulating seawater intrusion (SWI) in coastal aquifers. The finite-difference proper orthogonal decomposition (FD-POD) approach significantly reduces computational cost for groundwater management.
Area of Science:
- Hydrogeology
- Computational Fluid Dynamics
- Environmental Engineering
Background:
- Sustainable management of coastal aquifers relies on accurate simulation of seawater intrusion (SWI).
- Traditional variable-density flow simulators solving partial differential equations (PDEs) are computationally intensive.
- Model surrogates, particularly reduced-order models (ROMs), offer computational efficiency for evaluating management strategies.
Purpose of the Study:
- To implement and investigate a variable-density flow reduced-order model using proper orthogonal decomposition (POD) and a finite-difference (FD) approach for simulating SWI.
- To assess the accuracy and computational efficiency of the FD-POD method for both homogeneous and heterogeneous coastal aquifer systems.
- To demonstrate the compatibility of the FD-POD approach with established variable-density flow models.
Main Methods:
- Development of a fully coupled flow and solute-transport model.
- Implementation of a finite-difference (FD) approach for solving governing PDEs.
- Application of proper orthogonal decomposition (POD) to create a reduced-order model (ROM).
- Testing the FD-POD model using Henry's problem in homogeneous and heterogeneous systems.
Main Results:
- The FD-POD approach demonstrates significant computational gains compared to full-scale models.
- The method achieves high accuracy in simulating seawater intrusion (SWI) for both homogeneous and heterogeneous aquifer conditions.
- The FD-POD model effectively accommodates outputs from popular variable-density flow simulators, including MODFLOW.
Conclusions:
- The combined FD-POD approach is an effective tool for simulating SWI in coastal aquifers, balancing accuracy and computational efficiency.
- This ROM offers a valuable alternative for groundwater management scenarios requiring rapid evaluation of numerous pumping strategies.
- The FD-POD method enhances the utility of existing groundwater modeling frameworks for coastal resource management.
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