Difference between revisions of "Model setup"
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| − | == Model setup for fracture flow and transport in limestone aquifers | + | == Model setup for fracture flow and transport in limestone aquifers - steps == |
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This chapter gives step-by-step instructions for the setup of a model to simulate flow and transport in a fractured limestone aquifer. | This chapter gives step-by-step instructions for the setup of a model to simulate flow and transport in a fractured limestone aquifer. | ||
| − | + | The following describes the typical steps to setup a model for contaminant transport in a fractured limestone aquifer: | |
| − | The following | + | === Conceptualization and setup of a conceptual model including geology and hydrogeology === |
| − | + | ==== Geologic modeling ==== | |
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| − | === Geologic modeling === | ||
Boreholes can give valuable information about the geology. | Boreholes can give valuable information about the geology. | ||
Bits of geologic knowledge can be connected to establish a geologic model, that shows different geologic layers, to which properties can be assigned, and other relevant geologic information. | Bits of geologic knowledge can be connected to establish a geologic model, that shows different geologic layers, to which properties can be assigned, and other relevant geologic information. | ||
[[File:SE-NO_profil.jpg |border|550px|Example geologic profile of a Geoscene3D model.]] | [[File:SE-NO_profil.jpg |border|550px|Example geologic profile of a Geoscene3D model.]] | ||
| − | === | + | === Formulation of the modeling objectives === |
| + | === Choice of model complexity and modeling scale === | ||
| + | === Data acquisition - measurements to obtain relevant model parameters (see list of parameters for each model) === | ||
| + | === Delineation of the model domain based on physically meaningful boundaries (f.e. head isolines, no-flow boundaries) === | ||
| + | === Implementation of parameters for selected units in the model domain (homogeneous/heterogeneous) === | ||
| + | === Choice of boundary conditions for the flow and the transport model === | ||
| + | === Setup of sources and sinks: Definition of wells === | ||
| + | === For transient models: definition of initial conditions === | ||
| + | === Mesh generation: Start with coarse mesh, refine later === | ||
| + | === Simulation === | ||
| + | === Critical evaluation of the modeling results === | ||
| + | === Formulation of mass balances to check the model === | ||
| + | === Model calibration and validation === | ||
| + | === Model reporting === | ||
| − | == | + | == Flow chart giving an overview of the individual steps == |
| + | ADD FLOW CHART | ||
== Example: Setup of models for a contaminated site with a fractured limestone aquifer (Akacievej, Hedehusene) == | == Example: Setup of models for a contaminated site with a fractured limestone aquifer (Akacievej, Hedehusene) == | ||
| − | The setup of a discrete-fracture model in 2D in COMSOL Multiphysics is described in the following | + | The setup of a discrete-fracture model in 2D in COMSOL Multiphysics is described in the following document: |
* [[:File:WeakFormulation_toolbox.pdf |Instructions for setting up a discrete-fracture model in COMSOL Multiphysics (PDF)]] | * [[:File:WeakFormulation_toolbox.pdf |Instructions for setting up a discrete-fracture model in COMSOL Multiphysics (PDF)]] | ||
Revision as of 08:40, 4 January 2017
Contents
- 1 Model setup for fracture flow and transport in limestone aquifers - steps
- 1.1 Conceptualization and setup of a conceptual model including geology and hydrogeology
- 1.2 Formulation of the modeling objectives
- 1.3 Choice of model complexity and modeling scale
- 1.4 Data acquisition - measurements to obtain relevant model parameters (see list of parameters for each model)
- 1.5 Delineation of the model domain based on physically meaningful boundaries (f.e. head isolines, no-flow boundaries)
- 1.6 Implementation of parameters for selected units in the model domain (homogeneous/heterogeneous)
- 1.7 Choice of boundary conditions for the flow and the transport model
- 1.8 Setup of sources and sinks: Definition of wells
- 1.9 For transient models: definition of initial conditions
- 1.10 Mesh generation: Start with coarse mesh, refine later
- 1.11 Simulation
- 1.12 Critical evaluation of the modeling results
- 1.13 Formulation of mass balances to check the model
- 1.14 Model calibration and validation
- 1.15 Model reporting
- 2 Flow chart giving an overview of the individual steps
- 3 Example: Setup of models for a contaminated site with a fractured limestone aquifer (Akacievej, Hedehusene)
Model setup for fracture flow and transport in limestone aquifers - steps
This chapter gives step-by-step instructions for the setup of a model to simulate flow and transport in a fractured limestone aquifer. The following describes the typical steps to setup a model for contaminant transport in a fractured limestone aquifer:
Conceptualization and setup of a conceptual model including geology and hydrogeology
Geologic modeling
Boreholes can give valuable information about the geology.
Bits of geologic knowledge can be connected to establish a geologic model, that shows different geologic layers, to which properties can be assigned, and other relevant geologic information.
Formulation of the modeling objectives
Choice of model complexity and modeling scale
Data acquisition - measurements to obtain relevant model parameters (see list of parameters for each model)
Delineation of the model domain based on physically meaningful boundaries (f.e. head isolines, no-flow boundaries)
Implementation of parameters for selected units in the model domain (homogeneous/heterogeneous)
Choice of boundary conditions for the flow and the transport model
Setup of sources and sinks: Definition of wells
For transient models: definition of initial conditions
Mesh generation: Start with coarse mesh, refine later
Simulation
Critical evaluation of the modeling results
Formulation of mass balances to check the model
Model calibration and validation
Model reporting
Flow chart giving an overview of the individual steps
ADD FLOW CHART
Example: Setup of models for a contaminated site with a fractured limestone aquifer (Akacievej, Hedehusene)
The setup of a discrete-fracture model in 2D in COMSOL Multiphysics is described in the following document:
The typical workflow for modeling a contaminated site will be demonstrated using an example field site close to Copenhagen.
Example: Setup of models for a field site (Akacievej, Hedehusene)
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