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Non-uniqueness of inverse transmissivity field calibration and predictive transport modeling
Authors:Sean A McKenna  John Doherty
Institution:a Department of Geohydrology, Sandia National Laboratories, P.O. Box 5800 MS 0735, Albuquerque, NM 87187-0735, USA
b Watermark Numerical Computing, 336 Cliveden Ave., Corinda 4075, Australia
c Department of Computer Engineering, Utah State University, Logan, UT, USA
Abstract:Recent work with stochastic inverse modeling techniques has led to the development of efficient algorithms for the construction of transmissivity (T) fields conditioned to measurements of T and head. Small numbers of calibration targets and correlation between model parameters in these inverse solutions can lead to a relatively large region in parameter space that will produce a near optimal calibration of the T field to measured heads. Most applications of these inverse techniques have not considered the effects of non-unique calibration on subsequent predictions made with the T fields. Use of these T fields in predictive contaminant transport modeling must take into account the non-uniqueness of the T field calibration. A recently developed ‘predictive estimation’ technique is presented and employed to create T fields that are conditioned to observed heads and measured T values while maximizing the conservatism of the associated predicted advective travel time. Predictive estimation employs confidence and prediction intervals calculated simultaneously on the flow and transport models, respectively. In an example problem, the distribution of advective transport results created with the predictive estimation technique is compared to the distribution of results created under traditional T field optimization where model non-uniqueness is not considered. The predictive estimation technique produces results with significantly shorter travel times relative to traditional techniques while maintaining near optimal calibration. Additionally, predictive estimation produces more accurate estimates of the fastest travel times.
Keywords:Groundwater  Geostatistics  Inverse modeling  Advective transport
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