Conditioning mean steady state flow on hydraulic head and conductivity through geostatistical inversion

被引:59
作者
Hernandez, AF
Neuman, SP [1 ]
Guadagnini, A
Carrera, J
机构
[1] Univ Arizona, Dept Hydrol & Water Resources, Tucson, AZ 85721 USA
[2] Politecn Milan, Dipartimento Ingn Idraul Ambientale Infrastruttur, I-20133 Milan, Italy
[3] Tech Univ Catalonia, Dept Geotech Engn & Geosci, E-08034 Barcelona, Spain
关键词
aquifer characteristics; groundwater flow; inverse problem; regression analysis; uncertainty; steady-state conditions; stochastic processes; geostatistics;
D O I
10.1007/s00477-003-0154-4
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
Nonlocal moment equations allow one to render deterministically optimum predictions of flow in randomly heterogeneous media and to assess predictive uncertainty conditional on measured values of medium properties. We present a geostatistical inverse algorithm for steady-state flow that makes it possible to further condition such predictions and assessments on measured values of hydraulic head (and/or flux). Our algorithm is based on recursive finite-element approximations of exact first and second conditional moment equations. Hydraulic conductivity is parameterized via universal kriging based on unknown values at pilot points and (optionally) measured values at other discrete locations. Optimum unbiased inverse estimates of natural log hydraulic conductivity, head and flux are obtained by minimizing a residual criterion using the Levenberg-Marquardt algorithm. We illustrate the method for superimposed mean uniform and convergent flows in a bounded two-dimensional domain. Our examples illustrate how conductivity and head data act separately or jointly to reduce parameter estimation errors and model predictive uncertainty.
引用
收藏
页码:329 / 338
页数:10
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