GMS:T-PROGS: Difference between revisions
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{{Infobox Model | | {{Infobox Model | | ||
|name= T-PROGS | |name= T-PROGS | ||
|screenshot= Image:Matset. | |screenshot= Image:Matset.png | ||
|model_type= transition probability geostatistics on borehole data | |model_type= transition probability geostatistics on borehole data | ||
|developer= Steven Carle | |developer= Steven Carle | ||
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{{T-PROGS Links}} | {{T-PROGS Links}} | ||
GMS includes an interface to the T-PROGS software developed by Steven Carle. The T-PROGS software is used to perform transition probability geostatistics on borehole data. The output of the T-PROGS software is a set of N [[GMS:Material Set|material sets]] on a 3D grid. Each of the material sets is conditioned to the borehole data and the materials proportions and transitions between the boreholes | GMS includes an interface to the T-PROGS (Transition PRObability GeoStatistical) software developed by Steven Carle. The T-PROGS software is used to perform transition probability geostatistics on borehole data. The output of the T-PROGS software is a set of N [[GMS:Material Set|material sets]] on a 3D grid. Each of the material sets is conditioned to the borehole data and the materials proportions and transitions between the boreholes following the trends observed in the borehole data. These material sets can be used for [[GMS:Stochastic Modeling#Stochastic Applications|stochastic simulations]] with MODFLOW. A sample material set generated by the T-PROGS software is shown below. This software can also be used to generate multiple input datasets for the [[GMS:HUF Package|HUF package]]. | ||
The T-PROGS model can be added to a [http://www.aquaveo.com/software/gms-pricing paid edition] of GMS. | |||
[[Category:Link to Store]] | |||
==T-PROGS Interface== | ==T-PROGS Interface== | ||
{| | {| | ||
|-valign="top" | |||
| [[Image:pathlines.png|thumb|none|350px|MODFLOW solution for a T-PROGS grid. Black lines are head contours and blue lines are pathlines for an extraction well.]] | | [[Image:pathlines.png|thumb|none|350px|MODFLOW solution for a T-PROGS grid. Black lines are head contours and blue lines are pathlines for an extraction well.]] | ||
| [[Image:markov_graphs.png|thumb|none|350px|Observed transition probabilities (circles) and Markov chain model (solid lines) for a set of borehole data with four materials.]] | | [[Image:markov_graphs.png|thumb|none|350px|Observed transition probabilities (circles) and Markov chain model (solid lines) for a set of borehole data with four materials.]] | ||
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<!--[[Image:t-progs_eq1.png]] | <!--[[Image:t-progs_eq1.png]] | ||
<math>t_{jk}(\mathbf{h})= \text{Pr}\{k \text{ occurs at } \mathbf{x} + \mathbf{h}\ |\ j \text{ occurs at } \mathbf{x}\}</math>--> | <math>t_{jk}(\mathbf{h})= \text{Pr}\{k \text{ occurs at } \mathbf{x} + \mathbf{h}\ |\ j \text{ occurs at } \mathbf{x}\}</math>--> | ||
[[image:tprogseq1.jpg]]<div style="float: right;"><ref> | :[[image:tprogseq1.jpg]]<div style="float: right;"><ref> | ||
{{citation | {{citation | ||
|last=Carle | |last=Carle | ||
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<!-- [[Image:t-progs_eq2.png]] | <!-- [[Image:t-progs_eq2.png]] | ||
<math>\mathbf{T}(h_\phi)=\text{exp}(\mathbf{R}_{\phi}h_\phi)</math>--> | <math>\mathbf{T}(h_\phi)=\text{exp}(\mathbf{R}_{\phi}h_\phi)</math>--> | ||
[[image:tprogseq2.jpg]]<div style="float: right;"><ref> | :[[image:tprogseq2.jpg]]<div style="float: right;"><ref> | ||
{{citation | {{citation | ||
|last=Carle | |last=Carle | ||
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where ''h'' denotes a lag in the direction ''Φ'', and ''RΦ'' denotes a transition rate matrix | where ''h'' denotes a lag in the direction ''Φ'', and ''RΦ'' denotes a transition rate matrix | ||
[[Image:rate_matrix. | :[[Image:rate_matrix.png]] | ||
with entries ''r<sub>jk</sub>,f'' representing the rate of change from category ''j'' to category ''k'' (conditional to the presence of ''j'') per unit length in the direction ''Φ''. The transition rates are adjusted to ensure a good fit between the Markov Chain model and the observed transition probability data. | with entries ''r<sub>jk</sub>,f'' representing the rate of change from category ''j'' to category ''k'' (conditional to the presence of ''j'') per unit length in the direction ''Φ''. The transition rates are adjusted to ensure a good fit between the Markov Chain model and the observed transition probability data. | ||
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In the final phase of setting up a transition probability analysis using T-PROGS, the modeler creates a grid, specifies the number of model instances (N), and launches the TSIM utility. The TSIM code uses the 3D Markov chain to formulate both indicator cokriging equations and an objective function for simulated annealing. It generates [[GMS:Stochastic Modeling#Stochastic Applications|stochastic simulations]] using a combination of modified versions of the GSLIB codes SISIM and ANNEAL. | In the final phase of setting up a transition probability analysis using T-PROGS, the modeler creates a grid, specifies the number of model instances (N), and launches the TSIM utility. The TSIM code uses the 3D Markov chain to formulate both indicator cokriging equations and an objective function for simulated annealing. It generates [[GMS:Stochastic Modeling#Stochastic Applications|stochastic simulations]] using a combination of modified versions of the GSLIB codes SISIM and ANNEAL. | ||
TPROGS allows roughly up to 3.5 million cells to be included in a simulation. Model instabilities may appear if more that 3.5 million cells are used. | |||
==T-PROGS Materials== | ==T-PROGS Materials== | ||
{| | {| | ||
| [[Image:t-progs_wo_boreholes.png|thumb|none| | | [[Image:t-progs_wo_boreholes.png|thumb|none|300 px|''T-PROGS Materials'' dialog without borehole data.]] | ||
| [[Image:t-progs_w_boreholes.png|thumb|none| | | [[Image:t-progs_w_boreholes.png|thumb|none|300 px|''T-PROGS Materials'' dialog with borehole data.]] | ||
|} | |} | ||
When | When having selected the '''New Simulation''' command to initialize a T-PROGS simulation, the ''T-PROGS Boreholes'' dialog appears. Here select to use all boreholes or only the boreholes in a particular folder. | ||
===HGUs=== | ===HGUs=== | ||
Boreholes use materials to define both soils and [[GMS:Borehole_Hydrogeologic_Units|HGUs]]. HGUs can be used to group several materials into one hydrogeologic unit. The ''T-PROGS Materials'' dialog lets | Boreholes use materials to define both soils and [[GMS:Borehole_Hydrogeologic_Units|HGUs]]. HGUs can be used to group several materials into one hydrogeologic unit. The ''T-PROGS Materials'' dialog lets choosing to use the materials in all HGUs or those from just one HGU. If ''Use all HGUs'' is selected, T-PROGS will use the HGU information on the boreholes and ignore the soil information. If ''Use one HGU'' is selected, T-PROGS will use the soil information on the boreholes for the soils that are in the selected HGU. This feature can be used to limit the portion of the boreholes that are used in the T-PROGS simulation. | ||
===Material List=== | ===Material List=== | ||
If boreholes do not exist in the model, an unconditioned simulation will be generated. In this case, in the ''T-PROGS Materials'' dialog | If boreholes do not exist in the model, an unconditioned simulation will be generated. In this case, in the ''T-PROGS Materials'' dialog select the materials to be used and a corresponding background material. The upper part of the dialog lists the materials in the boreholes. The first column of toggles indicates which materials are to be used in the analysis. By default, all materials associated with the boreholes are selected. These toggles are necessary since it is possible that there may be materials defined in the materials list that are not associated with boreholes. The second column in the top section of the dialog lists the background material. By default, the material type that had the predominant occurrence in the boreholes (greatest proportion) is marked as the background material. When defining the transition probability data in the next section, the input parameters do not need to be edited for the background material. The parameters for this material are automatically adjusted to balance the equations. | ||
===Background Material=== | ===Background Material=== | ||
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===Azimuth=== | ===Azimuth=== | ||
{|multiple image | {|multiple image | ||
| [[Image:azimuth1.png|frame|none| | | [[Image:azimuth1.png|frame|none|Azimuths for T-PROGS.|150px]] | ||
| [[Image:azimuth2.png|frame|none| | | [[Image:azimuth2.png|frame|none|Azimuths for 3D Grid.|175px]] | ||
|} | |} | ||
Also enter an azimuth in this dialog. The azimuth determines the orientation of the primary directions of the depositional trends in the strike/dip directions. These trends generally are aligned with the primary directions of horizontal flow in the aquifer. Theoretically, the azimuth can be oriented independently from the grid orientation. However, in practice, if the grid and azimuth orientations are offset by more than about 40<sup>o</sup>, checkerboard patterns appear in the indicator array results. Hence, the azimuth orientation is set equal to the grid orientation by default. However, the grid angle is defined counterclockwise, and the azimuth angle is clockwise. Therefore, if the grid angle is 40<sup>o</sup>, then the azimuth angle will be –40<sup>o</sup> by default. If there is anisotropy in the xy plane, the azimuth angle should be set to the principle direction of the anisotropy. If anisotropy is not present, this angle should be coincident with the x-axis (the rows or j-direction) of the grid. | |||
===Material Limit=== | ===Material Limit=== | ||
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==Generating Material Sets with T-PROGS== | ==Generating Material Sets with T-PROGS== | ||
The underlying equations solved by the T-PROGS software require an orthogonal grid with constant cell dimensions (X, Y, and Z). The delta X values can be different from the delta Y and delta Z values, and the delta Y values can be different from the delta Z values, but all cells must have the same change in X, Y, and Z dimensions. The MODFLOW model is capable of using the [[GMS:LPF Package|Layer Property Flow (LPF) | The underlying equations solved by the T-PROGS software require an orthogonal grid with constant cell dimensions (X, Y, and Z). The delta X values can be different from the delta Y and delta Z values, and the delta Y values can be different from the delta Z values, but all cells must have the same change in X, Y, and Z dimensions. The MODFLOW model is capable of using the [[GMS:LPF Package|Layer Property Flow (LPF) package]] with the ''Material ID'' option for assigning aquifer properties. With this option, each cell in the grid is assigned a material ID and the aquifer properties (Kh, Kv, etc.) associated with each material are automatically assigned to the layer data arrays for the LPF package when the MODFLOW files are saved. The T-PROGS software generates multiple material sets (arrays of material IDs), each of which represents a different realization of the aquifer heterogeneity. When running a MODFLOW simulation in [[GMS:Stochastic Modeling#Stochastic Applications|stochastic mode]], GMS automatically loads each of the N material sets generated by the T-PROGS software and saves N different sets of MODFLOW input files. The N solutions resulting from these simulations can be read into GMS and used to perform [[GMS:Risk_Analysis_Wizard|risk analyses]] such as probabilistic capture zone delineation. | ||
=== One-Layer MODFLOW Grids === | === One-Layer MODFLOW Grids === | ||
[[Image:matset_samp.png|right|thumb| | [[Image:matset_samp.png|right|thumb|Sample material set generated by the T-PROGS software. Blue lines represent particle path lines and black lines are head contours.|275px]] | ||
Although MODFLOW is a three-dimensional model, a majority of the MODFLOW models constructed | Although MODFLOW is a three-dimensional model, a majority of the MODFLOW models constructed are 2D models consisting of one model layer. There are several reasons why 2D models are so common. One reason is that many of these models are regional models where the aquifer thickness is very small compared to the lateral extent of the model. As a result, the flow directions are primarily horizontal and little improvement is gained by adding multiple layers to the model. Even with local scale models, the aquifer thickness is often small enough that one-layer models are considered adequate. 2D models are also attractive due to the simplicity of the model increased computational efficiency. One of the problems associated with using multiple layers for MODFLOW models with unconfined aquifers is that as the water table fluctuates, the upper cells may go dry. These cells will not rewet even if the water table subsequently rises, unless the rewetting option has been selected in the flow package (BCF, LPF, or HUF). The rewetting issues can often be avoided with a one-layer model. | ||
When developing a one-layer model, the modeler must determine how to distribute the hydraulic conductivity values within the layer. One option is to assume a homogenous aquifer; this is typically a gross over-simplification since aquifers are usually highly heterogeneous. Therefore, a common approach is to delineate zones of hydraulic conductivity by examining the subsurface stratigraphic data. In many cases, these data are in the form of borehole logs. These borehole logs often exhibit substantial heterogeneity and don’t always exhibit definitive trends between adjacent boreholes. Furthermore, the boreholes are often clustered with large regions of the model lacking any borehole data. The modeler then faces a difficult task of trying to determine a rational approach to delineating two-dimensional zones of hydraulic conductivity based on complex 3D borehole data. | When developing a one-layer model, the modeler must determine how to distribute the hydraulic conductivity values within the layer. One option is to assume a homogenous aquifer; this is typically a gross over-simplification since aquifers are usually highly heterogeneous. Therefore, a common approach is to delineate zones of hydraulic conductivity by examining the subsurface stratigraphic data. In many cases, these data are in the form of borehole logs. These borehole logs often exhibit substantial heterogeneity and don’t always exhibit definitive trends between adjacent boreholes. Furthermore, the boreholes are often clustered with large regions of the model lacking any borehole data. The modeler then faces a difficult task of trying to determine a rational approach to delineating two-dimensional zones of hydraulic conductivity based on complex 3D borehole data. | ||
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Using transition probability geostatistics with MODFLOW models results in two basic limitations. First, the underlying stochastic algorithms used by the T-PROGS software are formulated such that the MODFLOW grid must have uniform row, column, and layer widths. The row width can be different from the column width, but each row must have the same width. This results in a uniform orthogonal grid. While MODFLOW grids are orthogonal in x and y, the layer thickness is allowed to vary on a cell-by-cell basis. This makes it possible for the layer boundaries to accurately model the ground surface and the tops and bottoms of aquifer units. If a purely orthogonal grid is used, irregular internal and external layer boundaries must be simulated in a stair-step fashion either by varying material properties or by activating/inactivating cells via the IBOUND array. A second limitation is that in order to get a high level of detail in the simulated heterogeneity, the grid cell dimensions are generally kept quite small. This can result in difficulties in the vertical dimension. The large number of layers with small layer thicknesses near the top of the model generally ensures that many of the cells in this region will be at or above the computed water table elevation (for simulations involving unconfined aquifers). As a result, these cells will undergo many of the numerical instabilities and increased computational effort issues associated with cell wetting and drying. | Using transition probability geostatistics with MODFLOW models results in two basic limitations. First, the underlying stochastic algorithms used by the T-PROGS software are formulated such that the MODFLOW grid must have uniform row, column, and layer widths. The row width can be different from the column width, but each row must have the same width. This results in a uniform orthogonal grid. While MODFLOW grids are orthogonal in x and y, the layer thickness is allowed to vary on a cell-by-cell basis. This makes it possible for the layer boundaries to accurately model the ground surface and the tops and bottoms of aquifer units. If a purely orthogonal grid is used, irregular internal and external layer boundaries must be simulated in a stair-step fashion either by varying material properties or by activating/inactivating cells via the IBOUND array. A second limitation is that in order to get a high level of detail in the simulated heterogeneity, the grid cell dimensions are generally kept quite small. This can result in difficulties in the vertical dimension. The large number of layers with small layer thicknesses near the top of the model generally ensures that many of the cells in this region will be at or above the computed water table elevation (for simulations involving unconfined aquifers). As a result, these cells will undergo many of the numerical instabilities and increased computational effort issues associated with cell wetting and drying. | ||
[[Image:huf_sample. | [[Image:huf_sample.png|thumb|right|475 px|Sample HUF stratigraphy data generated by the T-PROGS software. Blue lines represent particle path lines and water table.]] | ||
The Hydrogeologic Unit Flow (HUF) package released with MODFLOW 2000 makes it possible to overcome both of these limitations resulting in a powerful mechanism for incorporating transition probability geostatistics in MODFLOW simulations. With the HUF package, the modeler is allowed to input the vertical component of the stratigraphy in a grid-independent fashion. The stratigraphy data are defined using a set of elevation and thickness arrays. The first array defines the top elevation of the model. The remaining arrays define the thicknesses of a series of hydrogeologic units, starting at the top and progressing to the bottom of the model. For each array of thicknesses, many of the entries in the array may be zero. This makes it possible to simulate complex heterogeneity, including pinchouts and embedded lenses that would be difficult to simulate with the LPF and BCF packages. | The Hydrogeologic Unit Flow (HUF) package released with MODFLOW 2000 makes it possible to overcome both of these limitations resulting in a powerful mechanism for incorporating transition probability geostatistics in MODFLOW simulations. With the HUF package, the modeler is allowed to input the vertical component of the stratigraphy in a grid-independent fashion. The stratigraphy data are defined using a set of elevation and thickness arrays. The first array defines the top elevation of the model. The remaining arrays define the thicknesses of a series of hydrogeologic units, starting at the top and progressing to the bottom of the model. For each array of thicknesses, many of the entries in the array may be zero. This makes it possible to simulate complex heterogeneity, including pinchouts and embedded lenses that would be difficult to simulate with the LPF and BCF packages. | ||
The T-PROGS interface in GMS includes an option for integrating transition probability geostatistics results with the HUF package. The basic approach used by the option is to overlay a dense background grid on the MODFLOW grid and run T-PROGS on the background grid. A set of HUF arrays is then extracted from the background grid for use with the MODFLOW model. To use this option, | The T-PROGS interface in GMS includes an option for integrating transition probability geostatistics results with the HUF package. The basic approach used by the option is to overlay a dense background grid on the MODFLOW grid and run T-PROGS on the background grid. A set of HUF arrays is then extracted from the background grid for use with the MODFLOW model. To use this option, first create a MODFLOW grid with the desired number of layers and the layer elevations should be interpolated to match the aquifer boundaries. The row and column widths are uniform but the layer thicknesses may vary from cell to cell. Then, when TSIM is launched, the HUF option should be selected. GMS then generates a background grid that encompasses the MODFLOW grid. The rows and columns of this grid match the MODFLOW grid but the layer thicknesses are uniform and relatively thin, resulting in a much greater number of layers than the MODFLOW grid. Specify the number of layers in this background grid. A T-PROGS simulation is then performed to get a set of material sets on the background grid. Each of the material sets in the T-PROGS output is then transferred from the background grid to a set of HUF elevation/thickness arrays. The HUF top elevation array is set equal to the top of the MODFLOW grid. The thickness arrays are then found by searching through the background grid to find the bottom elevations of contiguous groups of indicators. The elevations from these groups are then added to an appropriate elevation array in the HUF input. The resulting set of HUF input arrays are listed in GMS [[GMS:The GMS Window|Project Explorer]]. By clicking on each item in the [[GMS:Project Explorer|Project Explorer]], the selected set of HUF arrays are loaded into the HUF package and the corresponding stratigraphy is displayed in the GMS window. The multiple HUF input arrays can be used to perform a [[GMS:Stochastic Modeling#Stochastic Applications|stochastic simulation]]. | ||
==Notes== | ==Notes== | ||
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[[Category:T-PROGS]] | [[Category:T-PROGS]] | ||
[[Category:Stochastic]] | [[Category:Stochastic]] | ||
[[Category:GMS Dialogs | [[Category:T-PROGS Dialogs]] | ||
[[Category:Equations|T]] | [[Category:GMS Stochastic Modeling Dialogs]] | ||
[[Category:Equations|T-Progs]] | |||
[[Category:External Links]] | |||
