4.7 Article

Validation of hydraulic tomography in an unconfined aquifer: A controlled sandbox study

Journal

WATER RESOURCES RESEARCH
Volume 51, Issue 6, Pages 4137-4155

Publisher

AMER GEOPHYSICAL UNION
DOI: 10.1002/2015WR016910

Keywords

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Funding

  1. Strategic Environmental Research and Development Program (SERDP) [ER-1365]
  2. Environmental Security and Technology Certification Program (ESTCP) [ER201212]
  3. Natural Resources and Engineering Council of Canada (NSERC)
  4. Ontario Research Foundation (ORF)
  5. Canada Foundation for Innovation (CFI)
  6. China Scholarship Council
  7. NSF EAR [1014594]
  8. Directorate For Geosciences
  9. Division Of Earth Sciences [GRANTS:13795295, 1014594] Funding Source: National Science Foundation

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In this study, we demonstrate the effectiveness of hydraulic tomography (HT) that considers variably saturated flow processes in mapping the heterogeneity of both the saturated and unsaturated zones in a laboratory unconfined aquifer. The successive linear estimator (SLE) developed by Mao et al. (2013c) for interpreting HT in unconfined aquifers is utilized to obtain tomograms of hydraulic conductivity (K), specific storage (S-s), and the unsaturated zone parameters (pore size parameter () and saturated water content ((s))) for the Gardner-Russo's model. The estimated tomograms are first evaluated by visually comparing them with stratigraphy visible in the sandbox. Results reveal that the HT analysis is able to accurately capture the location and extent of heterogeneity including high and low K layers within the saturated and unsaturated zones, as well as reasonable distribution patterns of and (s) for the Gardner-Russo's model. We then validate the estimated tomograms through predictions of drawdown responses of pumping tests not used during the inverse modeling effort. The strong agreement between simulated and observed drawdown curves obtained by pressure transducers and tensiometers demonstrates the robust performance of HT that considers variably saturated flow processes in unconfined aquifers and the unsaturated zone above it. In addition, compared to the case using the homogeneous assumption, HT results, as expected, yield significantly better predictions of drawdowns in both the saturated and unsaturated zones. This comparison further substantiates the unbiased and minimal variance of HT analysis with the SLE algorithm.

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