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    Book

    OpenGeoSys Tutorial

    Computational Hydrology II: Groundwater Quality Modeling

    Agnes Sachse, Erik Nixdorf, Eunseon Jang, Karsten Rink in SpringerBriefs in Earth System Sciences (2017)

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    Chapter

    Modelling Strategy

    The numerical model should represent the best characterization of the groundwater flow and solute transport process for the aquifer system of the study area in Ashi catchment. In order to simulate the processe...

    Agnes Sachse, Erik Nixdorf, Eunseon Jang, Karsten Rink in OpenGeoSys Tutorial (2017)

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    Chapter

    Reactive Nitrate Transport Model

    One of the main applications of numerical groundwater models is to predict future field behavior.

    Agnes Sachse, Erik Nixdorf, Eunseon Jang, Karsten Rink in OpenGeoSys Tutorial (2017)

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    Chapter

    Introduction

    The tutorial explains the step by step development of a steady state groundwater model and a conservative and reactive transport model with the help of open source software, first of all the numerical modellin...

    Agnes Sachse, Erik Nixdorf, Eunseon Jang, Karsten Rink in OpenGeoSys Tutorial (2017)

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    Chapter

    Stationary Groundwater Model

    The mesh creation process via the OGS Data Explorer requires the selection of geometric data sets and the parametrization of those elements by the graphical user interface of the OGS Data Explorer.

    Agnes Sachse, Erik Nixdorf, Eunseon Jang, Karsten Rink in OpenGeoSys Tutorial (2017)

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    Chapter

    Reactive Point Pollutants Model Within a Transient Flow Field

    In our last part of the simulation, we will forecast changes in groundwater regime impacted by increasing drinking water abstraction rates (Sect. 1.2.3) and show h...

    Agnes Sachse, Erik Nixdorf, Eunseon Jang, Karsten Rink in OpenGeoSys Tutorial (2017)

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    Chapter

    Variable Density Flow

    The purpose of this benchmark is to verify the new directional transport boundary in OpenGeoSys. Therefore, a groundwater and solute transport model of an unconfined coastal under influence was devel...

    Marc Walther, James W. Heiss, Fabien Magri in Thermo-Hydro-Mechanical-Chemical Processes… (2016)

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    Chapter

    Benchmark: Theis Problem

    The Theis problem describes a transient lowering of the water table caused by a pum** well (see Fig. 4.1). In order to show the basic steps to set up simple numerical models with different dimensions in OGS, we...

    Wenkui He, Marc Walther, Olaf Kolditz in OpenGeoSys-Tutorial (2015)

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    Chapter

    Density-Dependent Flow

    Density-driven flow still remains to be a demanding challenge for both, the user and the numerical model.

    Marc Walther, Leonard Stoeckl in Thermo-Hydro-Mechanical-Chemical Processes… (2015)