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Computes the hydraulic conductivity of the hyporheic zone using a calibrated modflow model via flopy.

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Ecohydraulics/kf-converter-w-flopy

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kf-converter-w-flopy

Computes the hydraulic conductivity of the hyporheic zone using a modflow model via flopy.

Contributors: Lydia Seitz, Alexander Kissinger, Beatriz Negreiros.

Welcome

This repository contains codes for running a calibrated MODFLOW model (model files live in 002_kf_wert_bestimmung) via Python with the FloPy library for determining hydraulic conductivity values in the hyporheic zone. The input data consist of slurping rates, measured according to Seitz (2022).

The model files living in 002_kf_wert_bestimmung consists of the calibrated model according to the filter pipes developed according to the aforementioned Thesis (e.g., pipe diameter, perforation diameters and meshes). The codes are on the other hand re-usable if the model files are calibrated to other filter pipes.

Running the code

At first, checkout the requirements.txt file and install the necessary Python dependencies before moving forward.

Navigate to compute_kf.py and adjust the necessary input parameters for the function compute_kf. Necessary input data are read from the input-data.xlsx table:

  • Slurping rates (in m³/s)
  • Lz: Sediment depth + Water level (in m)
  • Th_pm: Sediment depth (in m) of the measurement
  • Parameters a and b for the Forchheimer Equation, see compute_kf.py example for computing a and b. Input parameters here are the dm and the estimated hydraulic conductivity calculated with the Kozeny-Carman Equation.

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Computes the hydraulic conductivity of the hyporheic zone using a calibrated modflow model via flopy.

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