numerical modeling

Stochastic analysis of pumping tests in unconfined aquifers

2012
Stochastic analysis of pumping tests in unconfined aquifers
Mao, Deqiang
Doctoral Dissertation
Hydrology
Tian-Chyi Yeh
Subsurface Hydrology
The S‐shaped log‐log drawdown‐time curve typical of pumping tests in unconfined aquifers is reinvestigated via numerical experiments. We examine the temporal and spatial evolution of the rate of change in storage in an unconfined aquifer during pumping. This evolution is related to the transition of water release mechanisms from the expansion of water and compaction of the porous medium to the drainage of water from the unsaturated zone above the initial water table and initially saturated pores as the water table falls during the pumping of the aquifer. We conclude that the transition of the water release mechanisms and vertical flow are the cause of the S‐shaped drawdown‐time. Cross-correlation analysis is then employed to examine the relationship between hydraulic properties of an unconfined aquifer and pressure heads observations. The analysis reveals that head observed in the saturated zone at late times along a streamline is positively correlated with the conductivity (KS) of the region upstream of the observation location, and negatively correlated with the KS of the region downstream of the observation location and before the pumping well along the same streamline. Besides, head observations in the saturated zone at the early time are positively correlated with specific storage (SS) in a narrow region between the observation and pumping locations. At intermediate and late times, the head in the saturated zone positively correlates with the heterogeneity of α (pore-size distribution parameter) in a thin disk-shaped unsaturated region above the pumping and observation locations. Saturated water content θS in the vadose zone directly above the pumping and monitoring locations is found positively correlated with the head in the saturated zone and the head in the unsaturated zone during the intermediate times and late times. In the end, a stochastic inverse estimation is conducted to jointly interpret a sequential pumping test in a three dimensional unconfined aquifer. KS, SS, θS and α are estimated at the same time. The estimated results capture the pattern of the heterogeneous parameters as well as the details with a smooth distribution. The estimated heterogeneous parameter fields produce better head predictions than the traditional homogeneous method.

Geostatistical analysis and inverse modeling of the upper Santa Cruz basin, Arizona

1987
Geostatistical analysis and inverse modeling of the upper Santa Cruz basin, Arizona
Williams, Derrik
Master's Thesis
Hydrology
Shlomo P. Neuman
Surface Hydrology
PDF of abstract here

Numerical analysis of the effects of heterogeneities on dispersion

1987
Numerical analysis of the effects of heterogeneities on dispersion
Gannon, John Michael
Master's Thesis
Hydrology
Tian-Chyi Yeh
Subsurface Hydrology
PDF of abstract here

Stochastic analysis of high-permeability paths in the subsurface

1986
Stochastic analysis of high-permeability paths in the subsurface
Silliman, Stephen Edward Joseph
Doctoral Dissertation
Hydrology
Shlomo P. Neuman
Surface Hydrology
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Statistical methods of analyzing hydrochemical, isotopic, and hydrological data from regional aquifers, volumes I, II

1986
Statistical methods of analyzing hydrochemical, isotopic, and hydrological data from regional aquifers, volumes I, II
Samper-Calvete, Francisco Javier
Doctoral Dissertation
Hydrology
Shlomo P. Neuman
Surface Hydrology
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A statistical parameter estimation method using singular value decomposition with application to Avra valley aquifer in southern Arizona

1985
A statistical parameter estimation method using singular value decomposition with application to Avra valley aquifer in southern Arizona
Jacobson, Elizabeth Ann
Doctoral Dissertation
Hydrology
Shlomo P. Neuman
Subsurface Hydrology
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Estimation of the three-dimensional anisotropic spatial covariance of log permeability using single-hole and cross-hole packer test data from fractured granites

1985
Estimation of the three-dimensional anisotropic spatial covariance of log permeability using single-hole and cross-hole packer test data from fractured granites
Depner, Joseph Scott
Master's Thesis
Hydrology
Shlomo P. Neuman
Subsurface Hydrology
PDF of abstract here

Robust estimation of parameters in nonlinear subsurface flow models using adjoint state methods

1990
Robust estimation of parameters in nonlinear subsurface flow models using adjoint state methods
Wittmeyer, Gordon William
Doctoral Dissertation
Hydrology
Shlomo P. Neuman
Subsurface Hydrology
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Some aspects of stochastic flow and transport in complex geologic media

1992
Some aspects of stochastic flow and transport in complex geologic media
Zhang, Dongxiao
Master's Thesis
Hydrology
Shlomo P. Neuman
Subsurface Hydrology
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Analysis of a parameter estimation technique for linear hydrologic systems using Monte Carlo simulation

1981
Analysis of a parameter estimation technique for linear hydrologic systems using Monte Carlo simulation
Dunbar, David Bruce
Master's Thesis
Hydrology
Shlomo P. Neuman
Subsurface Hydrology
PDF of abstract here