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|Title: ||An Approach to Groundwater Monitoring Well Network Design Relying on Numerical Techniques and Public-Domain Information|
|Authors: ||Mooers, Howard D.|
Quinn, John J.
|Issue Date: ||May-1994|
|Publisher: ||Water Resources Research Center, University of Minnesota|
|Citation: ||Mooers, Howard D. Pfannkuch, Hans-Olaf, Quinn, John J. 1994. An Approach to Groundwater Monitoring Well Network. Water Resources Research Center.|
|Series/Report no.: ||WRRC Bulletins|
|Abstract: ||Uncertainties in the hydrogeology of a study area and in the transport properties of potential contaminants challenge the designers of groundwater monitoring well networks- Numerical flow
modeling is a useful tool for guiding the placement of wells, but it requires justified boundary conditions and sufficient knowledge of aquifer parameters. In a graciated terrain, additional problems arise because of complex spatial arrangements of aquifers and aquitards. The transport
of conservation contaminant tracers is normally calculated as a simple function of average values of hydraulic conductivity, hydraulic gradient, and effective porosity. But are the results of this
straightforward method always valid?
In order to address these topics, this investigation focused on a landfill on the Anoka sandplain of east-central Minnesota. The purpose of this study was to determine the proper placement of an initial group of monitoring wells at the landfill using only offsite public-domain data. The results
may then be applied to the siting of other wells. Finite-difference flow modeling was supported by an abundance of inexpensive public-domain information and by the construction of a detailed, sub-regional glacial geologic map. A two-dimensional
kriging analysis refined the model by determining the cell-by-cell best estimates of the basal elevation of the surficial aquifer. Particle tracking results indicated the expected
pathway of landfill leachate. Based on the results, one well upgradient of the landfill and several
downgradient wells were selected from the database of actual monitoring wells, and the head data
from these shallow wells were used to calibrate the model. The calibrated hydraulic conductivity
of the sandplain aquifer agrees closely with values obtained through grain-size analyses and pump
tests. Numerical analyses of boundary conditions support the validity of the flow model.
Other case studies of unconfined outwash aquifers suggest that predicted plumes of conservative
tracers are often greater than the actual extents. Compared to the chloride data for monitoring
wells at the Anoka site, particle tracking results have an accurate orientation but a length at least
two times too long. Uncertainties, such as the effect of longitudinal dispersion and the transient
nature of the leachate's initial concentration and source area, suggest an even greater difference'
This conceptual understanding of plume migration provides guidance for the placement of
additional downgradient wells. The described application of models and inexpensive offsite data
to monitoring well network design is a methodology that may be effective for the monitoring of
solutes from existing or proposed potential contamination sources.|
|Appears in Collections:||Bulletins, 1965-1995|
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