HR: 11:35h
AN: H42B-06 [Abstracts]
TI: Regularized Inversion of Tomographic Pumping Tests Incorporating Geophysical Data Through Smoothing Splines
AU: * Bohling, G
EM: geoff@kgs.ku.edu
AF: Kansas Geological Survey,
University of Kansas, 1930 Constant Avenue, Lawrence, KS 66047, United States
AB:
Although simultaneous analysis of multiple hydraulic tests, or hydraulic tomography, can help reduce the
nonuniqueness in aquifer parameter estimates relative to conventional single-test analysis, this inverse problem
still needs to be regularized in some sensible fashion to yield plausible parameter estimates. A number of
investigators have presented techniques for incorporating geophysical data into hydraulic inverse problems,
using the geophysical data to help define a parameter zonation or exploiting quantitative correlations between
hydrogeological and geophysical parameter fields. Both of these approaches are complicated by the potentially
complex and site-specific relationships between geophysical and hydrogeological properties and the relative
scarcity of hydrogeological parameter data from which to estimate these relationships. I present a simple
approach to incorporating geophysical information into the analysis of tomographic pumping tests for
characterization of the hydraulic conductivity (K) field in an aquifer. The fundamental idea is to augment the
objective function for the hydraulic inversion with a regularization term that encourages the estimated K field to
reflect the geophysical parameter field(s) in some smooth fashion, but without specifying the exact nature of that
relationship in advance of the inversion. In this study, I explore the incorporation of ground penetrating radar data
into the inversion of tomographic pumping tests in an alluvial aquifer through a regularization term relating the
estimated K distribution to the radar property distributions through a smoothing spline model. The geophysical
data considered are vertical profiles of radar velocity and attenuation from zero-offset radar surveys between the
two pumping wells used in the hydraulic tomography experiments and a velocity tomogram between these two
wells.
DE: 1805 Computational hydrology
DE: 1828 Groundwater hydraulics
DE: 1829 Groundwater hydrology
DE: 1846 Model calibration (3333)
DE: 1894 Instruments and techniques: modeling
SC: Hydrology [H]
MN: 2007 Fall Meeting