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ANSDIMAT

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ANSDIMAT software
About ANSDIMAT
Main menu
Notation
Main notation
Hydraulic parameters
Special functions
Methods of analysis
Analytical module operation
Data input (Editor)
Table data input
Observation time
Drawdown
Constant rate
Variable rate
Distance to the observation well
Screen level
Well data
Time of recovery measurements
Recovery
Last drawdown
Оbservation well data
Options
Choose conceptual scheme
Test conditions
Diagnostic plot
Plot construction
Choose plot
Select wells
Select time
Plot view
Axis properties
Observation data symbols
Caption and subscription
Basic types of diagnostic graphs
Graphs based on observations in two wells
Some special graphs and graphs of dimensionless parameters
View graphs
Rate plot
Stepwise rate approximation
Viewing data, removing measurements
Saving data
Settings
Aquifer tests analysis
Matching parameters (solving direct problem)
Value assignment
Theoretical curve features
Parameter calculation
Data correction
Graphical analysis
Strait-line method
Slug test
Method of type curve
Search for strait-line segment
Bisecting line method
Inverse problem solution
Less square method
UCODE
Conceptual schemes
Confined aquifer
Infinite aquifer
One well pumped at a constant rate
Several wells pumped at a constant rate
One well pumped at a variable rate
Several wells pumped at a variable rate
Semiinfinite aquifer
Recharge boundary
One well pumped at a constant rate
Several wells pumped at a constant rate
One well pumped at a variable rate
Several wells pumped at a variable rate
No-flow boundary
One well pumped at a constant rate
Several wells pumped at a constant rate
One well pumped at a variable rate
Several wells pumped at a variable rate
Bounded (strip) aquifer
Recharge boundaries
One well pumped at a constant rate
Several wells pumped at a constant rate
One well pumped at a variable rate
Several wells pumped at a variable rate
No-flow boundaries
One well pumped at a constant rate
Several wells pumped at a constant rate
One well pumped at a variable rate
Several wells pumped at a variable rate
Recharge and no-flow boundaries
One well pumped at a constant rate
Several wells pumped at a constant rate
One well pumped at a variable rate
Several wells pumped at a variable rate
Point source
Aquifer of infinite extent and thickness
One well pumped at a constant rate
Several wells pumped at a constant rate
Several wells pumped at a variable rate
Semiinfinite aquifer
Recharge boundary
One well pumped at a constant rate
Several wells pumped at a variable rate
No-flow boundary
One well pumped at a constant rate
Several wells pumped at a variable rate
Bounded aquifer
Recharge boundaries
One well pumped at a constant rate
Several wells pumped at a variable rate
No-flow boundaries
One well pumped at a constant rate
Several wells pumped at a variable rate
Recharge and no-flow boundaries
One well pumped at a constant rate
Several wells pumped at a variable rate
Linear source
Aquifer of infinite extent and thickness
One well pumped at a constant rate
Several wells pumped at a variable rate
Semiinfinite aquifer
Recharge boundary
One well pumped at a constant rate
Several wells pumped at a variable rate
No-flow boundary
One well pumped at a constant rate
Several wells pumped at a variable rate
Bounded aquifer
Recharge boundaries
One well pumped at a constant rate
Several wells pumped at a variable rate
No-flow boundaries
One well pumped at a constant rate
Several wells pumped at a variable rate
Recharge and no-flow boundaries
One well pumped at a constant rate
Several wells pumped at a variable rate
Unconfined aquifer
Aquifer of infinite lateral extent
One well pumped at a constant rate
Bounded aquifers. Several wells pumped at a variable rate
Pumping
Leaky aquifer
Constant level in the adjacent aquifer
Infinite leaky aquifer
One well pumped at a constant rate
Several wells pumped at a variable rate
Bounded leaky aquifer. Several wells pumped at a variable rate
Pumping
Alternating water level in the adjacent aquifer
One well pumped at a constant rate
Several wells pumped at a variable rate
Conceptual scheme accounting for aquitard storage
One well pumped at a constant rate
Several wells pumped at a variable rate
Leaky aquifer anisitropic on the vertical plane
One well pumped at a constant rate
Several wells pumped at a variable rate
Two-layer aquifer
One well pumped at a constant rate
Several wells pumped at a variable rate
Stratified aquifer systems
Three-layer aquifer system
One well pumped at a constant rate
Two-layer aquifer system
One well pumped at a constant rate
Arealy heterogeneous aquifer
One well pumped at a constant rate
Several wells pumped at a variable rate
Pumping near river
One well pumped at a constant rate
Several wells pumped at a variable rate
Sloping aquifer
One well pumped at a constant rate
Fracture-porous media
Moench’s solutions
Vertical fracture
Horizontal fracture
Constant-head test
One well pumped at a constant drawdown
Slug test
Cooper's solution, Picking's solution
Bouwer-Rice's solution
Hvorslev's solutions
AMWELLS
Starting a new model
Modeling environment
Model size and dimensions
Plot scale
Model boundaries
Wells and time measurements
Well system design
Variable production rate
Model parameters
Hydrograph
Piezometric head and drawdown maps
Plot
Distance measure tool
Background maps
Model grid mode
Classes for map
Trace selected range
Animation
3-D View and animation
Plot profiles
Export to ANSDIMAT
Wellhead Protection Areas (WHPA)
Pit dewatering
Pit layout
Dewatering by abstraction wells
Dewatering by in-pit sumps
Pit Inflow
Model
Model creation
Model editing
Graphic editor
Modify values
Parameter selection
Plot construction
Grouping
Measuring distance
Legend creation
Heterogeneity zones (MODFE)
Generate the model grid (MODFE)
Generate the model grid (RADFLOW)
Input parameters
Entering the pumping well
Running MODFE program
Calculation parameters
Time parameters
Running RADFLOW program
Calculation parameters
Viewing results (postprocessor)
Load calculation results
Animation

AMWELLS > Modeling environment >

Plot

The dialog window "Plot" is enabled in the Observation point mode and the Model grid mode. In the Observation point mode you can plot the drawdawn (piezometric head)  versus time graphs for any specified observation location. In the Model grid mode, this option will allow you to draw hydrographs and profiles based on the AMWELLS results for a model grid.

Button “Plot” in the Toolbar menu.

 

 

 

Tab "Plot"


Displays a calculated hydrograph/profile graph

Tab "Table"


Displays the results in a tabulated form


Column "No"

Index number of a measurement/observation

Column "Time" or "Distance"

Elapsed time (in days) for a hydrograph plot. Distance from the observation location on the graph for a profile plot (Model grid mode only)

Column "Value"

Drawdown or piezometric head value (in meters)

Column "lg(X)"

Logarithmic value for either Time or Distance

Column "lg(Y)"

Logarithmic value for either drawdown or piezometric head

Column "No x"

Index number of a model cell in the X-direction (for the Model grid mode only)

Column "No y"

Index number of a model cell in the Y-direction (for the Model grid mode only)

Tab "Option"


Specifies whether piezometric head or drawdown is plotted. Defines axes types, formats and scale


Frames "Bottom" or "Left axis"

Specifies the coordinate axes settings

Option "Redraw"

Redraws the graph and deletes the prvious plot

Option "Show a block value"

Shows on the plot value for the selected cell by a green horizontal line on the plot

Option "Plot piezometric head"

When this option is checked in the Hydrograph mode, hydraulic head versus time is plotted. For the unchecked option, drawdown versus time is plotted

Buttons "X-plot", "Y-plot"


In the Model grid mode, this option plots a profile in the X (Y)-direction through the mouse cursor position

Button "t-plot"


Plots a hydrograph for an observation point at either selected model cell (Model grid mode) or selected observation location (Hydrograph mode)

Button "Profile"


Plots  profiles based on the AMWELLS results for a model grid (Model grid mode). The window is opened by clicking "Profile" button from the tab "Plot" of the "Plot" Toolbar menu. The button is enabled if more than one cell is selected for plotting a profile; the cells are highlighted by a white color

Button "Add"


This option is enabled only in the Model grid mode. It adds to the plot the piezometric head or drawdown value at the selected cell location. The mouse cursor location is highlighted by a blue color on the graphical interface window or shown as cell coordinates in the frame below the Toolbox menu. After the selection, the cell changes to a white color and, when two cells are selected, they can be connected by a line along which a piezometric (drawdown) profile is calculated. If option "Connection" is checked (Tab "Option"), the white points are connected by a line automatically. To connect them manually, use the button "Connect" on the right side of the plot panel

Button "Delete"


Deletes the last highlighted point from the plot

Button "Clear"


Deletes the entire plot. In the Model grid mode all profile observation points are deleted

Button "Close"


Exits the "Plot" dialog window

Button "Apply"


Applies changes to the plot

Button "Copy"


Copies the first two active columns ("Time"/"Distance" and "Value") from the tab "Table" on the Clipboard, so you can paste them somewhere else

Button "Load"


Loads a tab- or space-delimited  ASCII file with existing heads (drawdown) versus time or distance and adds the data to the plot

Button "Save"


Saves the plotted data as a table in an ASCII file format