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Visualize Complexity, Discover
   Solutions, Shatter Limits




     (864) 201-8679, www.advdmi.com
Presents…..!

   Data Mining an
Expansive Groundwater
       System
Press your Pause key to stop/
restart this presentation at any
time.


Press your Esc key to end it.
Advanced Data Mining (ADMi) has
developed unique Data Mining technology
for modeling natural systems. This video
demonstrates its application to an
expansive groundwater system.

Data Mining extracts valuable knowledge
from large amounts of data. It employs
advanced methods from several scientific
disciplines.
The groundwater
system of interest is
the Upper Floridian
Aquifer in the
Suwannee River Valley
This system is approximately 100 x 120
miles with a maximum surface elevation
of 220 feet.

The following illustration shows its
topography. Land elevation is indicated
by the key at left. The path of the
Suwannee River can be readily seen
near the center.
Suwannee
River Valley
This groundwater resource is
managed by the Suwannee River
Management District in Live Oak,
Florida.

They maintain a network of several
hundred wells that provide data
about the behavior of the aquifer.
The following shows the locations of
wells for which there are significant
amounts of data.

Note that some areas have several
wells clustered together and that
others have few or none.
Gulf of Mexico
Histories for a few wells go back to the
1940’s, however, the record prior to
1982 is sparse.

The vertical blue streaks in the
following 3D image show the historical
range of individual wells. Together they
show the dynamic range of the aquifer.
Elevation above Sea Level




N
          E
W              Gulf of Mexico
      S
Collectively, these data comprise a
vast, but unwieldy source of
potentially valuable knowledge.

We researched how Data Mining
could be used to extract knowledge
about this complex system and
others like it.
Computer models of groundwater
systems are important tools for learning
how these invaluable resources are
affected by weather, pumping and land
development.

Our goal was to use Data Mining to
create an accurate model of the
aquifer’s water level.
The following is a 25 x 30 mile
detail from near the center of the
system. It shows the positions of 22
wells and their histories since 1982.

Note that the two groups of circled
wells clearly behave differently from
each other.
490000




470000




450000


                        Suw
25 miles




430000
                         anne
                              e
                           Rive

410000
                              r




390000




370000




350000
    2360000   2380000         2400000   2420000   2440000   2460000   2480000   2500000

                                   30 miles
Because the wells exhibited so many
different behaviors, it was necessary
to group them into “classes”. Wells
assigned to a particular class behave
similarly.

Data Mining optimally determined the
number of classes and how the wells
would be assigned.
The following shows that 12 classes
were used and how the wells were
assigned. The classes are numbered
1 to 12.

It was surprising how some classes
are distributed over a broad area and
are intermingled with other classes.
Closer inspection showed that Data
Mining did indeed optimally assign
the wells.

The following shows the “normalized”
histories of wells for two of the
classes.

Note the seasonal variability.
History from April 1982 to October 1998
The next Data Mining task was to assign
aquifer locations to the 12 classes.

Locations were optimally assigned
based on their topological
characteristics and proximity to wells
whose classes were known.

Results are shown in the following.
The next Data Mining task was to
create a water level model for each
class. Every location was assigned to
a class, and therefore, a model.

Inputs to each model were the
characteristics of a location and water
levels of selected wells. The output
was the predicted water level of the
location.
The models are very accurate.
Accuracy can be checked at locations
where there are well histories.

The following compares predictions to
actual histories for wells of four
different classes. The water levels are
normalized to land surface elevation.
Normalized Water Level above Sea Level   Class 1
                                                                  Actual
                                                                  Prediction




                                         History from April 1982 to October 1998
Normalized Water Level above Sea Level   Class 3
                                                                  Actual
                                                                  Prediction




                                         History from April 1982 to October 1998
Normalized Water Level above Sea Level
                                         Class 6
                                                                 Actual
                                                                 Prediction




                                         History from April 1982 to October 1998
Normalized Water Level above Sea Level   Class 10
                                                                  Actual
                                                                  Prediction




                                         History from April 1982 to October 1998
The “model” of the aquifer is actually a
collection of models, one for each class.
A computer program was created that
integrates the models, a history database,
and a graphical user interface.

The following shows a long term
simulation of the aquifer’s water level
generated by the model. Note the color
key at right, and that time is reversed.
Often multi-dimensional visualization
reveals important information that
would otherwise go unnoticed. ADMi
has world-class capabilities in
advanced visualization technology.

The following shows the model’s
prediction of the upper range (ceiling)
of the aquifer. The vertical scale is
exaggerated to show details.
Gulf of Mexico
Gulf of Mexico
Gulf of Mexico
Gulf of Mexico
Gulf of Mexico
Gulf of Mexico
Gulf of Mexico
Gulf of Mexico
Gulf of Mexico
Gulf of Mexico
Max elevation above
         sea level ~ 180 feet




Gulf of Mexico
The following compares the
model’s prediction of the “floor”
and “ceiling” of the aquifer.
Ceiling




Gulf of Mexico
Floor




Gulf of Mexico
Ceiling




Gulf of Mexico
Floor




Gulf of Mexico
The following shows the predicted
aquifer level for the period from
January 1995 to October 1998.

Note the spatially asynchronous
motions caused by variability in
rainfall and the Suwannee River’s
stage.
Date: 01/01/95




Gulf of Mexico
Date: 02/01/95




Gulf of Mexico
Date: 03/01/95




Gulf of Mexico
Date: 04/01/95




Gulf of Mexico
Date: 05/01/95




Gulf of Mexico
Date: 06/01/95




Gulf of Mexico
Date: 07/01/95




Gulf of Mexico
Date: 08/01/95




Gulf of Mexico
Date: 09/01/95




Gulf of Mexico
Date: 10/01/95




Gulf of Mexico
Date: 11/01/95




Gulf of Mexico
Date: 12/01/95




Gulf of Mexico
Date: 01/01/96




Gulf of Mexico
Date: 01/31/96




Gulf of Mexico
Date: 03/01/96




Gulf of Mexico
Date: 03/31/96




Gulf of Mexico
Date: 04/30/96




Gulf of Mexico
Date: 05/30/96




Gulf of Mexico
Date: 06/29/96




Gulf of Mexico
Date: 07/29/96




Gulf of Mexico
Date: 08/28/96




Gulf of Mexico
Date: 10/01/96




Gulf of Mexico
Date: 11/01/96




Gulf of Mexico
Date: 12/01/96




Gulf of Mexico
Date: 01/01/97




Gulf of Mexico
Date: 02/01/97




Gulf of Mexico
Date: 03/01/97




Gulf of Mexico
Date: 04/01/97




Gulf of Mexico
Date: 05/01/97




Gulf of Mexico
Date: 06/01/97




Gulf of Mexico
Date: 07/01/97




Gulf of Mexico
Date: 08/01/97




Gulf of Mexico
Date: 09/01/97




Gulf of Mexico
Date: 10/01/97




Gulf of Mexico
Date: 11/01/97




Gulf of Mexico
Date: 12/01/97




Gulf of Mexico
Date: 01/01/98




Gulf of Mexico
Date: 02/01/98




Gulf of Mexico
Date: 03/01/98




Gulf of Mexico
Date: 04/01/98




Gulf of Mexico
Date: 05/01/98




Gulf of Mexico
Date: 06/01/98




Gulf of Mexico
Date: 07/01/98




Gulf of Mexico
Date: 08/01/98




Gulf of Mexico
Date: 09/01/98




Gulf of Mexico
Date: 10/01/98




Gulf of Mexico
Conclusion
                 s
This Data Mining-based model required
about 10 weeks to develop.

A conventional finite-difference model of
the same natural system was developed
by a government agency. It took over 3
years to complete! It is much less
accurate at predicting water level.
Conclusion
                s
Data Mining is incredibly powerful for
extracting knowledge about complex
natural systems from databases.

The models can be more accurate
than traditional approaches, and
require much less time to develop.
Visualize Complexity, Discover
   Solutions, Shatter Limits




   (864) 676-9790, info@AdvDataMining.com

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Ad mi floridan-aquiferwls-for-pps