Worth of head data in well-capture zone design: deterministic and stochastic analysis

Abstract In this study, we examine the effects of conditioning spatially variable transmissivity fields using head and/or transmissivity measurements on well-capture zones. In order to address the challenge posed by conditioning a flow model with spatially varying parameters, an innovative inverse algorithm, the Representers method, is employed. The method explicitly considers this spatial variability. A number of uniform measurement grids with different densities are used to condition transmissivity fields using the Representers method. Deterministic and stochastic analysis of well-capture zones are then examined. The deterministic study focuses on comparison between reference well-capture zones and their estimated mean conditioned on head data. It shows that model performance due to head conditioning on well-capture zone estimation is related to pumping rate. At moderate pumping rates transmissivity observations are more crucial to identify effects arising from small-scale variations in pore water velocity. However, with more aggressive pumping these effects are reduced, consequently model performance, through incorporating head observations, markedly improves. In the stochastic study, the effect of conditioning using head and/or transmissivity data on well-capture zone uncertainty is examined. The Representers method is coupled with the Monte Carlo method to propagate uncertainty in transmissivity fields to well-capture zones. For the scenario studied, the results showed that a combination of 48 head and transmissivity data could reduce the area of uncertainty (95% confidence interval) in well-capture zone location by over 50%, compared to a 40% reduction using either head or transmissivity data. This performance was comparable to that obtained through calibrating on three and a half times the number of head observations alone.

[1]  J. P. Delhomme,et al.  Spatial variability and uncertainty in groundwater flow parameters: A geostatistical approach , 1979 .

[2]  Matthijs van Leeuwen,et al.  Stochastic determination of well capture zones , 1998 .

[3]  Peter K. Kitanidis,et al.  Analysis of the Spatial Structure of Properties of Selected Aquifers , 1985 .

[4]  J. M. Shafer,et al.  Assessment of Uncertainty in Time‐Related Capture Zones Using Conditional Simulation of Hydraulic Conductivity , 1991 .

[5]  P. Kitanidis Quasi‐Linear Geostatistical Theory for Inversing , 1995 .

[6]  W. Kinzelbach,et al.  Determination of a well head protection zone by stochastic inverse modelling , 1998 .

[7]  Keith Beven,et al.  Bayesian methodology for stochastic capture zone delineation incorporating transmissivity measurements and hydraulic head observations , 2003 .

[8]  Allan L. Gutjahr,et al.  An Iterative Cokriging‐Like Technique for Ground‐Water Flow Modeling , 1995 .

[9]  Alberto Guadagnini,et al.  Time‐Related Capture Zones for Contaminants in Randomly Heterogeneous Formations , 1999 .

[10]  E. G. Vomvoris,et al.  A geostatistical approach to the inverse problem in groundwater modeling (steady state) and one‐dimensional simulations , 1983 .

[11]  L. Hu Gradual Deformation and Iterative Calibration of Gaussian-Related Stochastic Models , 2000 .

[12]  S. P. Neuman,et al.  Estimation of Aquifer Parameters Under Transient and Steady State Conditions: 1. Maximum Likelihood Method Incorporating Prior Information , 1986 .

[13]  M. Marietta,et al.  Pilot Point Methodology for Automated Calibration of an Ensemble of conditionally Simulated Transmissivity Fields: 1. Theory and Computational Experiments , 1995 .

[14]  Peter J. Diggle,et al.  Bayesian methodology to stochastic capture zone determination: Conditioning on transmissivity measurements , 2002 .

[15]  Philip E. Gill,et al.  Practical optimization , 1981 .

[16]  D. Oliver,et al.  Markov chain Monte Carlo methods for conditioning a permeability field to pressure data , 1997 .

[17]  Alberto Guadagnini,et al.  Probabilistic estimation of well catchments in heterogeneous aquifers , 1996 .

[18]  Keith Beven,et al.  A Bayesian approach to stochastic capture zone delineation incorporating tracer arrival times, conductivity measurements, and hydraulic head observations , 2003 .

[19]  C. Zheng,et al.  Applied contaminant transport modeling , 2002 .

[20]  M.I.M. Bakr A Stochastic Inverse-Management Approach to Groundwater Quality Problems , 2000 .

[21]  A. Sahuquillo,et al.  Stochastic simulation of transmissivity fields conditional to both transmissivity and piezometric data—I. Theory , 1997 .

[22]  Donald R. Smith Variational methods in optimization , 1974 .

[23]  Keith Beven,et al.  Stochastic capture zone delineation within the generalized likelihood uncertainty estimation methodology: Conditioning on head observations , 2001 .

[24]  W. Yeh Review of Parameter Identification Procedures in Groundwater Hydrology: The Inverse Problem , 1986 .

[25]  J. Bear Dynamics of Fluids in Porous Media , 1975 .

[26]  M. Bakr,et al.  Stochastic groundwater quality management: Role of spatial variability and conditioning , 2003 .

[27]  D. McLaughlin,et al.  A Reassessment of the Groundwater Inverse Problem , 1996 .

[28]  A. Bennett Inverse Methods in Physical Oceanography , 1992 .

[29]  Lynn B. Reid A functional inverse approach for three-dimensional characterization of subsurface contamination , 1996 .

[30]  Matthijs van Leeuwen,et al.  Stochastic determination of well capture zones conditioned on regular grids of transmissivity measurements , 2000 .