Replication Data for the numerical simulations in: Evaporation-driven density instabilities in saturated porous media (doi:10.18419/darus-2578)

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Replication Data for the numerical simulations in: Evaporation-driven density instabilities in saturated porous media

doi:10.18419/darus-2578

DaRUS

2022-04-06

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Schollenberger, Theresa; Helmig, Rainer, 2022, "Replication Data for the numerical simulations in: Evaporation-driven density instabilities in saturated porous media", https://doi.org/10.18419/darus-2578, DaRUS, V1

Replication Data for the numerical simulations in: Evaporation-driven density instabilities in saturated porous media

doi:10.18419/darus-2578

Schollenberger, Theresa (Universität Stuttgart)

Helmig, Rainer (Universität Stuttgart)

DuMuX

Dune

DaRUS

Schollenberger, Theresa

Helmig, Rainer

Schollenberger, Theresa

2022-02-25

https://doi.org/10.18419/darus-2578

Agricultural Sciences, Computer and Information Science, Earth and Environmental Sciences, Engineering, Physics, Density-Driven Instabilities, Dumux

This dataset contains the raw data of the results of the numerical simulations published in: Carina Bringedal, Theresa Schollenberger, G. J. M. Pieters, C. J. van Duijn and Rainer Helmig. Evaporation-driven density instabilities in saturated porous media. Transport in Porous Media. 2022. <a href="https://doi.org/10.1007/s11242-022-01772-w">doi: 10.1007/s11242-022-01772-w</a>. <br><br> All files starting with "permeabilities" are containing results of numerical simulations presented in section 5 of the paper with the different permeabilities for random and periodic initial perturbations. All files starting with "initial" are containing results of numerical simulations presented in section 4.5 of the paper investigating different initial perturbations. And all files starting with "convergence" are containing results of numerical simulations presented in appendix E of the paper used for the grid and time-step convergence study.<br> The different gzip archives contain vtu-files for every time step and one pvd-file summarizing all timesteps, which can e.g. be visualized by paraview (<a href="https://www.paraview.org/">https://www.paraview.org/</a>). To reproduce the evaluation done for the paper please check the related git-repository (see Related Material, <a href="https://git.iws.uni-stuttgart.de/dumux-pub/bringedal2021a">https://git.iws.uni-stuttgart.de/dumux-pub/bringedal2021a</a>), which includes evaluation scripts and a description of the evaluation. There also the code used to produce this dataset is available.

The DuMuX code used to produce the results of the numerical simulations presented in this dataset as well as evaluation scripts are available in the following git-repository: <a href="https://git.iws.uni-stuttgart.de/dumux-pub/bringedal2021a">https://git.iws.uni-stuttgart.de/dumux-pub/bringedal2021a</a>.

The code used for solving the eigenvalue problem for the linear stability analysis is available in the following dataset: Bringedal, Carina; Pieters, G. J. M.; van Duijn, C. J., 2022, "Eigenvalue problem solver for evaporation-driven density instabilities in saturated porous media", <a href="https://doi.org/10.18419/darus-2577">https://doi.org/10.18419/darus-2577</a>, DaRUS

C. Bringedal, T. Schollenberger, G. J. M. Pieters, C. J. van Duijn, R. Helmig, Evaporation-driven density instabilities in saturated porous media. Transport in Porous Media. 2022.

10.1007/s11242-022-01772-w

C. Bringedal, T. Schollenberger, G. J. M. Pieters, C. J. van Duijn, R. Helmig, Evaporation-driven density instabilities in saturated porous media. Transport in Porous Media. 2022.

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convergence_1e10_w60_periodicWhole_instabilities_20cells.tar.gz

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Results of the numerical simulation used for the convergence study presented in Appendix E. Case with 20 cells per instability in horizontal direction which correlates with a cell width of 1e-4 m.

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convergence_1e10_w60_periodicWhole_instabilities_3cells.tar.gz

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Results of the numerical simulation used for the convergence study presented in Appendix E. Case with 3 cells per instability in horizontal direction which correlates with a cell width of 3.33e-3 m.

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convergence_1e10_w60_periodicWhole_instabilities_5cells.tar.gz

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Results of the numerical simulation used for the convergence study presented in Appendix E. Case with 5 cells per instability in horizontal direction which correlates with a cell width of 2e-3 m.

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convergence_1e10_w60_periodicWhole_instabilities_ts100.tar.gz

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Results of the numerical simulation used for the convergence study presented in Appendix E. Case with a time step of 100 s.

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convergence_1e10_w60_periodicWhole_instabilities_ts150.tar.gz

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Results of the numerical simulation used for the convergence study presented in Appendix E. Case with a time step of 150 s.

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convergence_1e10_w60_periodicWhole_instabilities_ts25.tar.gz

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Results of the numerical simulation used for the convergence study presented in Appendix E. Case with a time step of 25 s.

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convergence_1e10_w60_periodicWhole_instabilities_y_200cells_uniform.tar.gz

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Results of the numerical simulation used for the convergence study presented in Appendix E. Case with 200 uniform cells in vertical direction which correlates with a top cell height of 1e-3 m.

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convergence_1e10_w60_periodicWhole_instabilities_y_30cells.tar.gz

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Results of the numerical simulation used for the convergence study presented in Appendix E. Case with 30 graded cells in vertical direction which correlates with a top cell height of 9.84e-4 m.

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convergence_1e10_w60_periodicWhole_instabilities_y_35cells.tar.gz

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Results of the numerical simulation used for the convergence study presented in Appendix E. Case with 35 graded cells in vertical direction which correlates with a top cell height of 5.71e-4 m.

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convergence_1e10_w60_periodicWhole_instabilities_y_50cells.tar.gz

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Results of the numerical simulation used for the convergence study presented in Appendix E. Case with 50 graded cells in vertical direction which correlates with a top cell height of 1.15e-4 m.

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initial_1e11_instabilities_w60_periodicTop.tar.gz

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Results of the numerical simulation presented in section 4.5 investigating the initial conditions. Case with periodic initial conditions applied at the top.

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initial_1e11_w60_instabilities_noPerturbation.tar.gz

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Results of the numerical simulation presented in section 4.5 investigating the initial conditions. Case with no initial perturbations.

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initial_1e11_w60_instabilities_periodicWhole_a1e12.tar.gz

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Results of the numerical simulation presented in section 4.5 investigating the initial conditions. Case with periodic initial conditions applied in the whole domain and an amplitude of 1e-12 m.

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initial_1e11_w60_instabilities_periodicWhole_notFitting.tar.gz

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Results of the numerical simulation presented in section 4.5 investigating the initial conditions. Case with periodic initial conditions applied in the whole domain and a domain half width of 0.25 m.

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initial_1e11_w60_instabilities_randomTop.tar.gz

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Results of the numerical simulation presented in section 4.5 investigating the initial conditions. Case with random initial conditions applied at the top.

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initial_1e11_w60_instabilities_randomWhole_a1e12.tar.gz

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Results of the numerical simulation presented in section 4.5 investigating the initial conditions. Case with random initial conditions applied in the whole domain and a standard deviation of 1e-12.

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permeabilities_1e10_w60_periodicWhole_instabilities_l001.tar.gz

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Results of the numerical simulation presented in section 5 investigating different permeabilities. Case with a permeability of K=1e-10 m2 and periodic initial conditions with a wavelength of 0.01 m.

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permeabilities_1e10_w60_periodicWhole_instabilities_l0015.tar.gz

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Results of the numerical simulation presented in section 5 investigating different permeabilities. Case with a permeability of K=1e-10 m2 and periodic initial conditions with a wavelength of 0.015 m.

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permeabilities_1e10_w60_randomWhole_instabilities.tar.gz

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Results of the numerical simulation presented in section 5 investigating different permeabilities. Case with a permeability of K=1e-10 m2 and random initial conditions.

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permeabilities_1e11_w60_periodicWhole_instabilities_l003.tar.gz

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Results of the numerical simulation presented in section 5 investigating different permeabilities. Case with a permeability of K=1e-11 m2 and periodic initial conditions with a wavelength of 0.03 m.

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permeabilities_1e11_w60_periodicWhole_instabilities_l004.tar.gz

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Results of the numerical simulation presented in section 5 investigating different permeabilities. Case with a permeability of K=1e-11 m2 and periodic initial conditions with a wavelength of 0.04 m.

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permeabilities_1e11_w60_randomWhole_instabilities.tar.gz

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Results of the numerical simulation presented in section 5 investigating different permeabilities. Case with a permeability of K=1e-11 m2 and random initial conditions.

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permeabilities_1e12_w60_periodicWhole_instabilities_l006.tar.gz

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Results of the numerical simulation presented in section 5 investigating different permeabilities. Case with a permeability of K=1e-12 m2 and periodic initial conditions with a wavelength of 0.06 m.

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permeabilities_1e12_w60_periodicWhole_instabilities_l012.tar.gz

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Results of the numerical simulation presented in section 5 investigating different permeabilities. Case with a permeability of K=1e-12 m2 and periodic initial conditions with a wavelength of 0.12 m.

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permeabilities_1e12_w60_randomWhole_instabilities.tar.gz

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Results of the numerical simulation presented in section 5 investigating different permeabilities. Case with a permeability of K=1e-12 m2 and random initial conditions.

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permeabilities_1e13_w60_periodicWhole_instabilities_l015.tar.gz

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Results of the numerical simulation presented in section 5 investigating different permeabilities. Case with a permeability of K=1e-13 m2 and periodic initial conditions with a wavelength of 0.15 m.

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permeabilities_1e13_w60_periodicWhole_instabilities_l03.tar.gz

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Results of the numerical simulation presented in section 5 investigating different permeabilities. Case with a permeability of K=1e-13 m2 and periodic initial conditions with a wavelength of 0.3 m. Part 1.

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permeabilities_1e13_w60_periodicWhole_instabilities_l03_restart.tar.gz

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Results of the numerical simulation presented in section 5 investigating different permeabilities. Case with a permeability of K=1e-13 m2 and periodic initial conditions with a wavelength of 0.3 m. Part 2.

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permeabilities_1e13_w60_randomWhole_instabilities.tar.gz

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Results of the numerical simulation presented in section 5 investigating different permeabilities. Case with a permeability of K=1e-13 m2 and random initial conditions. Part 1.

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permeabilities_1e13_w60_randomWhole_instabilities_restart.tar.gz

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Results of the numerical simulation presented in section 5 investigating different permeabilities. Case with a permeability of K=1e-13 m2 and random initial conditions. Part 2.

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