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A New Randomized Binary Prior Model for Hydraulic Tomography in Fractured Aquifers
Sarada Poduri1, Bvnp Kambhammettu1, Saisrinivas Gorugantula1
1Department of Civil Engineering, Indian Institute of Technology, Hyderabad, Telangana, India.
This study introduces a new randomized binary prior model for pilot-point hydraulic tomography (HT) to map groundwater flow paths and properties in fractured aquifers. The method accurately identifies fracture connectivity and predicts water level changes.
Area of Science:
- Hydrogeology
- Geophysics
- Environmental Science
Background:
- Fractured aquifers exhibit complex subsurface flow paths, making property estimation challenging.
- Traditional methods struggle to accurately delineate preferential flow paths and hydraulic properties in heterogeneous fractured rock.
Purpose of the Study:
- To develop and validate a novel pilot-point-based hydraulic tomography (HT) inversion procedure using a randomized binary prior model.
- To improve the delineation of preferential flow paths and the estimation of hydraulic properties in fractured aquifers.
Main Methods:
- A randomized algorithm was used to create a binary prior model for guiding pilot point placement and constraining parameters.
- The methodology was tested on a 2D fractured granite block under controlled laboratory conditions.
- Pumping test data were preprocessed and analyzed using the proposed HT inversion procedure coupled with the HydroGeoSphere (HGS) model.
Main Results:
- The randomized binary prior model effectively guided pilot-point-assisted HT inversion.
- Parameter distributions (K and Ss tomograms) visually correlated well with known fracture topology.
- Model predictions showed reasonable accuracy in estimating drawdowns at validation ports.
Conclusions:
- The proposed HT inversion procedure with a randomized binary prior can accurately recover fracture connectivity in fractured aquifers.
- This approach offers a reliable method for predicting drawdowns compared to conventional pilot-point inversion schemes.
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