TY - JOUR
T1 - Stochastic Inversion of a Tomographic Pumping Test
T2 - Identifying Conductivity Horizontal Correlation and Longitudinal Macrodispersivity
AU - Cheng, Kan Bun
AU - Rabinovich, Avinoam
AU - Dagan, Gedeon
N1 - Publisher Copyright:
© 2024. The Authors.
PY - 2024/1
Y1 - 2024/1
N2 - Two important properties for modeling flow and transport in heterogeneous aquifers are the horizontal integral scale (Ih) of hydraulic logconductivity (Y = ln K) and the longitudinal macrodispersivity (αL). Estimating the former generally requires K measurements in many wells, which are typically not available. In this work, we present a method for estimating Ih and αL from hydraulic tomography (HT) pumping tests. The approach is based on stochastic inversion, assuming head and K are stationary random space functions. Head variance and mean head gradient are calculated from measured head data at large distances from the pumping well and for large times from the start of pumping. These are then used in a theoretical formula for head variance in uniform mean flow to obtain Ih and subsequently αL, requiring only previous knowledge of the vertical integral scale (Iv) and the logconductivity variance (Formula presented.). The method is applied to data from an HT pumping test at the Boise Hydrogeophysical Research site and results for Ih and αL are in the range previously reported in the literature. Particularly promising results are found for αL, which is seen to be robust, with relatively little variation for different values of Iv and (Formula presented.).
AB - Two important properties for modeling flow and transport in heterogeneous aquifers are the horizontal integral scale (Ih) of hydraulic logconductivity (Y = ln K) and the longitudinal macrodispersivity (αL). Estimating the former generally requires K measurements in many wells, which are typically not available. In this work, we present a method for estimating Ih and αL from hydraulic tomography (HT) pumping tests. The approach is based on stochastic inversion, assuming head and K are stationary random space functions. Head variance and mean head gradient are calculated from measured head data at large distances from the pumping well and for large times from the start of pumping. These are then used in a theoretical formula for head variance in uniform mean flow to obtain Ih and subsequently αL, requiring only previous knowledge of the vertical integral scale (Iv) and the logconductivity variance (Formula presented.). The method is applied to data from an HT pumping test at the Boise Hydrogeophysical Research site and results for Ih and αL are in the range previously reported in the literature. Particularly promising results are found for αL, which is seen to be robust, with relatively little variation for different values of Iv and (Formula presented.).
KW - aquifer characterization
KW - hydraulic tomography
KW - longitudinal macrodispersivity
KW - pumping test
KW - solute transport
KW - stochastic inversion
UR - http://www.scopus.com/inward/record.url?scp=85182604285&partnerID=8YFLogxK
U2 - 10.1029/2023WR036256
DO - 10.1029/2023WR036256
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AN - SCOPUS:85182604285
SN - 0043-1397
VL - 60
JO - Water Resources Research
JF - Water Resources Research
IS - 1
M1 - e2023WR036256
ER -