Analysis Input Menu

Items under this menu allow you analyze the results of a simulation after the system of equations is solved (Solve).

Hydrograph Points

These allow you to track head (or drawdown) vs. time at specific points during a transient simulation.  They may be used to check the simulated water level at some other point such as an observation well location.  After solving, you can make hydrographs with the model-simulated head (or drawdown) and observed values read from a file;  this is done with Analysis / Graph Head Hydrographs or Analysis / Graph Drawdown Hydrographs.  This output is also available in automated runs.

A similar functionality is available in the plot context menu (right-click over the plot), which allows you to create hydrographs of all model levels at any location in a transient model.  However, hydrographs created with the plot context menu lack initial (t=0) heads, and the location is determined by the cursor position.

The locations of hydrograph points can be included in plots.  These locations may also be edited graphically, like can be done with well locations: click on a hydrograph point, then drag the purple square to the new location.

Transient Line Conditions

This allows you to track head or extraction along a line during both a steady and a transient simulation.  Tracking extraction along a line is useful for checking the accuracy of the governing equation approximation in transient simulations.  Tracking head along a line allows you to see how head profiles evolve during a transient simulation.  After solving, use these menu selections to make graphs: Analysis/Transient Line Conditions.  This output is also available in automated runs.

These lines can be displayed on plots.  These lines may also be edited graphically, like can be done with line boundaries: click on a line, then drag the purple squares at the vertexes to new locations.

Calibration Targets

Here is where you input information about targets for calibration.  Targets may be heads or head differences between two locations.

Head

Head calibration targets may be imported from spreadsheets like Excel.  Start by creating a spreadsheet table with the same columns as Anaqsim's head calibration table.  Then highlight and copy the block of data you want to paste, like is shown in the first image below for an Excel spreadsheet.  Then right-click over the Anaqsim head calibration table and select Paste New Rows.  The new rows will appear as shown in the second image below.  If your data has X and Y in separate columns, you can use Excel's CONCATENATE function to combine the X and Y columns with a "," between them into one column.

CopyExcelHeadCalibrationData.jpg

HeadCalibrationImport.PNG

Head Difference

This allows comparison of model-calculated head differences to target head differences.  The difference is computed between two head targets listed in the Analysis Input/Calibration Targets/Head table.   This may be used to calibrate to temporal variations in head at one location during a transient simulation (e.g. rate of drawdown) , or to spatial head differences (e.g. head gradients).  The labels are selected from drop-down lists generated from the head calibration targets data.

Velocity

This option is useful for calibrating a model to a known discharge direction indicated by an observed chemical plume.  You can specify the direction of the observed horizontal velocity parallel to the observed plume and compare this to the modeled horizontal velocity direction.  If you also know the magnitude of velocity in the plume, you can compare modeled to observed horizontal and vertical velocity components.

Head-specified Well Discharges

Here you select one or more head-specified wells to compare their simulated total discharge to some target or observed value of total discharge.  This could be used to calibrate to an observed total discharge from a group of flowing artesian wells, for example.

Internal Line Boundary Discharges

Here you select one or more internal discharging line boundaries (head-specified internal or river) to compare their simulated total discharge to some target or observed value of total discharge.  This could be used to calibrate to an observed discharge at a stream gauge or discharge from a pit dewatering system, for example.  

Vertical Leakage Over Polygon Area

This feature allows numerical computation of vertical leakage discharges integrated over a polygon area.  The area may be defined as the area covered by a specified domain or the area covered by a user-defined polygon.  The discharges are computed by evaluating the vertical leakage rate [L/T] at a large number of regularly-spaced points, and numerically integrating contributions over the small increments of area each point represents.  The total leakage discharge [L3/T] over the area is reported.  This tool will examine vertical leakages for each level that exists within the domain or polygon specified.  For example, if levels 1,2,3, and 5 exist in the area of the polygon, the output will include:

After solving, use Analysis / Write Vertical Leakages Over Polygon Areas to Run Log to view computed total leakage discharges.  This output is also available in automated runs.

Input parameters for this feature are:

These polygons can be displayed on plots.  They may also be edited graphically, like can be done with line boundaries: click on a polygon, then drag the purple squares at the vertexes to new locations.  You may also insert or delete vertexes once the polygon is selected.


Revision #7
Created 1 July 2023 17:35:38 by Mary Jeddere-Fisher
Updated 12 January 2024 15:16:59 by Mary Jeddere-Fisher