### Abstract

We consider the effect of measuring randomly varying hydraulic conductivities K(x) on one's ability to predict numerically, without resorting to either Monte Carlo simulation or upscaling, steady state flow in bounded domains driven by random source and boundary terms. Our aim is to allow optimum unbiased prediction of hydraulic heads h (x) and fluxes q(x) by means of their ensemble moments, <h (x)>(c) and <q(X)>(c), respectively, conditioned on measurements of K(x). These predictors have been shown by Neuman and Orr [1993a] to satisfy exactly an integrodifferential conditional mean flow equation in which <q(x)>(c) is nonlocal and non-Darcian. Here we develop complementary integrodifferential equations for second conditional moments of head and flux which serve as measures of predictive uncertainty; obtain recursive closure approximations for both the first and second conditional moment equations through expansion in powers of a small parameter σ(y) which represents the standard estimation error of in K(x); and show how to solve these equations to first order in σ^{2}(y) by finite elements on a rectangular grid in two dimensions. In the special case where one treats K(x) as if it was locally homogeneous and mean flow as if it was locally uniform, one obtains a localized Darcian approximation <q(x)>(c) ≃ - K(c)(x) Δ (h(x)>(c) in which K(c) (x) is a space-dependent conditional hydraulic conductivity tensor. This leads to the traditional deterministic, Darcian steady state flow equation which, however, acquires a nontraditional meaning in that its parameters and state variables are data dependent and therefore inherently nonunique. It further explains why parameter estimates obtained by traditional inverse methods tend to vary as one modifies the database. Localized equations yield no information about predictive uncertainty. Our stochastic derivation of these otherwise standard deterministic flow equations makes clear that uncertainty measures associated with estimates of head and flux, obtained by traditional inverse methods, are generally smaller (often considerably so) than measures of corresponding predictive uncertainty, which can be assessed only by means of stochastic models such as ours. We present a detailed comparison between finite element solutions of nonlocal and localized moment equations and Monte Carlo simulations under superimposed mean-uniform and convergent flow regimes in two dimensions. Paper 1 presents the theory and computational approach, and paper 2 [Guadagnini and Neuman, this issue] describes unconditional and conditional computational results.

Original language | English (US) |
---|---|

Pages (from-to) | 2999-3018 |

Number of pages | 20 |

Journal | Water Resources Research |

Volume | 35 |

Issue number | 10 |

DOIs | |

State | Published - 1999 |

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### ASJC Scopus subject areas

- Aquatic Science
- Environmental Science(all)
- Environmental Chemistry
- Water Science and Technology

### Cite this

**Nonlocal and localized analyses of conditional mean steady state flow in bounded, randomly nonuniform domains 1. Theory and computational approach.** / Guadagnini, Alberto; Neuman, Shlomo P.

Research output: Contribution to journal › Article

*Water Resources Research*, vol. 35, no. 10, pp. 2999-3018. https://doi.org/10.1029/1999WR900160

}

TY - JOUR

T1 - Nonlocal and localized analyses of conditional mean steady state flow in bounded, randomly nonuniform domains 1. Theory and computational approach

AU - Guadagnini, Alberto

AU - Neuman, Shlomo P

PY - 1999

Y1 - 1999

N2 - We consider the effect of measuring randomly varying hydraulic conductivities K(x) on one's ability to predict numerically, without resorting to either Monte Carlo simulation or upscaling, steady state flow in bounded domains driven by random source and boundary terms. Our aim is to allow optimum unbiased prediction of hydraulic heads h (x) and fluxes q(x) by means of their ensemble moments, (c) and (c), respectively, conditioned on measurements of K(x). These predictors have been shown by Neuman and Orr [1993a] to satisfy exactly an integrodifferential conditional mean flow equation in which (c) is nonlocal and non-Darcian. Here we develop complementary integrodifferential equations for second conditional moments of head and flux which serve as measures of predictive uncertainty; obtain recursive closure approximations for both the first and second conditional moment equations through expansion in powers of a small parameter σ(y) which represents the standard estimation error of in K(x); and show how to solve these equations to first order in σ2(y) by finite elements on a rectangular grid in two dimensions. In the special case where one treats K(x) as if it was locally homogeneous and mean flow as if it was locally uniform, one obtains a localized Darcian approximation (c) ≃ - K(c)(x) Δ (h(x)>(c) in which K(c) (x) is a space-dependent conditional hydraulic conductivity tensor. This leads to the traditional deterministic, Darcian steady state flow equation which, however, acquires a nontraditional meaning in that its parameters and state variables are data dependent and therefore inherently nonunique. It further explains why parameter estimates obtained by traditional inverse methods tend to vary as one modifies the database. Localized equations yield no information about predictive uncertainty. Our stochastic derivation of these otherwise standard deterministic flow equations makes clear that uncertainty measures associated with estimates of head and flux, obtained by traditional inverse methods, are generally smaller (often considerably so) than measures of corresponding predictive uncertainty, which can be assessed only by means of stochastic models such as ours. We present a detailed comparison between finite element solutions of nonlocal and localized moment equations and Monte Carlo simulations under superimposed mean-uniform and convergent flow regimes in two dimensions. Paper 1 presents the theory and computational approach, and paper 2 [Guadagnini and Neuman, this issue] describes unconditional and conditional computational results.

AB - We consider the effect of measuring randomly varying hydraulic conductivities K(x) on one's ability to predict numerically, without resorting to either Monte Carlo simulation or upscaling, steady state flow in bounded domains driven by random source and boundary terms. Our aim is to allow optimum unbiased prediction of hydraulic heads h (x) and fluxes q(x) by means of their ensemble moments, (c) and (c), respectively, conditioned on measurements of K(x). These predictors have been shown by Neuman and Orr [1993a] to satisfy exactly an integrodifferential conditional mean flow equation in which (c) is nonlocal and non-Darcian. Here we develop complementary integrodifferential equations for second conditional moments of head and flux which serve as measures of predictive uncertainty; obtain recursive closure approximations for both the first and second conditional moment equations through expansion in powers of a small parameter σ(y) which represents the standard estimation error of in K(x); and show how to solve these equations to first order in σ2(y) by finite elements on a rectangular grid in two dimensions. In the special case where one treats K(x) as if it was locally homogeneous and mean flow as if it was locally uniform, one obtains a localized Darcian approximation (c) ≃ - K(c)(x) Δ (h(x)>(c) in which K(c) (x) is a space-dependent conditional hydraulic conductivity tensor. This leads to the traditional deterministic, Darcian steady state flow equation which, however, acquires a nontraditional meaning in that its parameters and state variables are data dependent and therefore inherently nonunique. It further explains why parameter estimates obtained by traditional inverse methods tend to vary as one modifies the database. Localized equations yield no information about predictive uncertainty. Our stochastic derivation of these otherwise standard deterministic flow equations makes clear that uncertainty measures associated with estimates of head and flux, obtained by traditional inverse methods, are generally smaller (often considerably so) than measures of corresponding predictive uncertainty, which can be assessed only by means of stochastic models such as ours. We present a detailed comparison between finite element solutions of nonlocal and localized moment equations and Monte Carlo simulations under superimposed mean-uniform and convergent flow regimes in two dimensions. Paper 1 presents the theory and computational approach, and paper 2 [Guadagnini and Neuman, this issue] describes unconditional and conditional computational results.

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UR - http://www.scopus.com/inward/citedby.url?scp=0032826156&partnerID=8YFLogxK

U2 - 10.1029/1999WR900160

DO - 10.1029/1999WR900160

M3 - Article

VL - 35

SP - 2999

EP - 3018

JO - Water Resources Research

JF - Water Resources Research

SN - 0043-1397

IS - 10

ER -