Influence of the regularization weighting matrix on parameter estimates

被引:4
作者
Bentley, LR
机构
[1] Department of Geology and Geophysics, University of Calgary, Calgary
基金
加拿大自然科学与工程研究理事会;
关键词
D O I
10.1016/S0309-1708(96)00022-X
中图分类号
TV21 [水资源调查与水利规划];
学科分类号
081501 ;
摘要
Optimization techniques are often used in parameter estimation. An objective function can be formed with a measurement term and regularization term. The measurement term is formed from the weighted sum of squares of the difference between head measurements and their computed values. The regularization term is formed by the weighted sum of squares of departures from the original parameter estimates. Most often, a diagnonal regularization weighting matrix is used. A diagonal matrix corresponds to an assumption of no spatial correlation between the errors in the original parameter estimates, but the errors will most often be correlated. Consequently, non-diagonal weighting matrices should be used. Numerical experiments have been performed to test the influence of nondiagonal regularization weighting matrices on parameter estimates. It is demonstrated that using the correct structure for the weighting matrix can improve transmissivity estimates. The transmissivity fields computed from the non-diagonal weighting matrices are closer in statistical structure and more accurate than those computed with diagnonal weighting matrices, and the connectivity of the extreme values is more accurately imaged. The use of nondiagonal weighting matrices can improve the computed flow field, and, therefore, the accuracy of transport simulations. The results indicate that using the correct weighting can improve transmissivity estimates more effectively than adding many new observation points. Copyright (C) 1996 Elsevier Science Ltd
引用
收藏
页码:231 / 247
页数:17
相关论文
共 14 条
[1]   ON THE CONDITION NUMBER OF COVARIANCE MATRICES IN KRIGING, ESTIMATION, AND SIMULATION OF RANDOM-FIELDS [J].
ABABOU, R ;
BAGTZOGLOU, AC ;
WOOD, EF .
MATHEMATICAL GEOLOGY, 1994, 26 (01) :99-133
[2]  
BABU DK, 1992, ADV WAT RES, V7, P116
[3]  
Bard Y., 1974, Nonlinear Parameter Estimation
[4]   LEAST-SQUARES SOLUTION AND CALIBRATION OF STEADY-STATE GROUNDWATER-FLOW SYSTEMS [J].
BENTLEY, LR .
ADVANCES IN WATER RESOURCES, 1993, 16 (02) :137-148
[5]  
BENTLEY LR, 1994, STOCHASTIC STAT METH, V2, P55
[6]  
BENTLEY LR, 1994, COMPUTATIONAL METHOD, V10, P711
[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]   EFFECTS OF KRIGING AND INVERSE MODELING ON CONDITIONAL SIMULATION OF THE AVRA VALLEY AQUIFER IN SOUTHERN ARIZONA [J].
CLIFTON, PM ;
NEUMAN, SP .
WATER RESOURCES RESEARCH, 1982, 18 (04) :1215-1234
[10]   GEOSTATISTICAL CHARACTERIZATION OF GROUNDWATER-FLOW PARAMETERS IN A SIMULATED AQUIFER [J].
DESBARATS, AJ ;
SRIVASTAVA, RM .
WATER RESOURCES RESEARCH, 1991, 27 (05) :687-698