Pilot points method incorporating prior information for solving the groundwater flow inverse problem

被引:135
作者
Alcolea, Andres [1 ]
Carrera, Jesus [1 ]
Medina, Agustin [1 ]
机构
[1] Tech Univ Catalonia, Sch Civil Engn, E-08034 Barcelona, Spain
关键词
geostatistics; groundwater modeling; inverse problem; regularization; synthetic problem;
D O I
10.1016/j.advwatres.2005.12.009
中图分类号
TV21 [水资源调查与水利规划];
学科分类号
081501 ;
摘要
The pilot points method is often used in nonlinear geostatistical calibration. The method consists of estimating the values of the hydraulic properties at a set of arbitrary (pilot) points so as to best fit the aquifer response as measured by available indirect observations (i.e., heads or drawdowns). Though this method remains general and appealing, no prior information of the hydraulic properties is usually included in the optimization process, which constrains the number of pilot points to ensure stability. In this paper, we present a modification of the pilot points method, including prior information in the optimization process by adding a plausibility term to the objective function to be minimized. This results from formulating the inverse problem in a maximum likelihood framework. The performance of the method is tested on a synthetic example. Results show that including the plausibility term improves the identification of heterogeneity. Furthermore, this term makes the inverse problem more stable-and allows the use of larger number of pilot points, thus improving the identification of the heterogeneity as well. Therefore, the use of the plausibility term is recommended. (c) 2006 Elsevier Ltd. All rights reserved.
引用
收藏
页码:1678 / 1689
页数:12
相关论文
共 45 条
[1]  
ALCOLEA A, 2002, P GEOENV2002, P175
[2]  
BASTIN G, 1981, P LASTED INT S MOD I, P10
[3]   Stochastic simulation of transmissivity fields conditional to both transmissivity and piezometric data 2. Demonstration on a synthetic aquifer [J].
Capilla, JE ;
Gomez-Hernandez, JJ ;
Sahuquillo, A .
JOURNAL OF HYDROLOGY, 1997, 203 (1-4) :175-188
[4]   Inverse problem in hydrogeology [J].
Carrera, J ;
Alcolea, A ;
Medina, A ;
Hidalgo, J ;
Slooten, LJ .
HYDROGEOLOGY JOURNAL, 2005, 13 (01) :206-222
[5]   ON GEOSTATISTICAL FORMULATIONS OF THE GROUNDWATER-FLOW INVERSE PROBLEM [J].
CARRERA, J ;
GLORIOSO, L .
ADVANCES IN WATER RESOURCES, 1991, 14 (05) :273-283
[6]   ESTIMATION OF AQUIFER PARAMETERS UNDER TRANSIENT AND STEADY-STATE CONDITIONS .2. UNIQUENESS, STABILITY, AND SOLUTION ALGORITHMS [J].
CARRERA, J ;
NEUMAN, SP .
WATER RESOURCES RESEARCH, 1986, 22 (02) :211-227
[7]   ESTIMATION OF AQUIFER PARAMETERS UNDER TRANSIENT AND STEADY-STATE CONDITIONS .1. MAXIMUM-LIKELIHOOD METHOD INCORPORATING PRIOR INFORMATION [J].
CARRERA, J ;
NEUMAN, SP .
WATER RESOURCES RESEARCH, 1986, 22 (02) :199-210
[8]  
CARRERA J, 1987, NATO ASI SER C, V224, P549
[9]  
CARRERA J, 1993, HYDROGEOLOGIE, V4, P313
[10]   APPLICATION OF THE PILOT POINT METHOD TO THE IDENTIFICATION OF AQUIFER TRANSMISSIVITIES [J].
CERTES, C ;
DEMARSILY, G .
ADVANCES IN WATER RESOURCES, 1991, 14 (05) :284-300