A controlled experiment in ground water flow model calibration

被引:78
作者
Hill, MC
Cooley, RL
Pollock, DW
机构
[1] US Geol Survey, Lakewood, CO 80225 USA
[2] US Geol Survey, Reston, VA 22092 USA
关键词
D O I
10.1111/j.1745-6584.1998.tb02824.x
中图分类号
P [天文学、地球科学];
学科分类号
07 ;
摘要
Nonlinear regression was introduced to ground water modeling in the 1970s, but has been used very little to calibrate numerical models of complicated ground water systems. Apparently, nonlinear regression is thought by many to be incapable of addressing such complex problems, With what we believe to be the most complicated synthetic test case used for such a study, this work investigates using nonlinear regression in ground water model calibration. Results of the study fall into two categories, First, the study demonstrates how systematic use of a well designed nonlinear regression method can indicate the importance of different types of data and can lead to successive improvement of models and their parameterizations. Our method differs from previous methods presented in the ground water literature in that (1) weighting is more closely related to expected data errors than is usually the case; (2) defined diagnostic statistics allow for more effective evaluation of the available data, the model, and their interaction; and (3) prior information is used more cautiously. Second, our results challenge some commonly held beliefs about model calibration. For the test case considered, we show that (1) field measured values of hydraulic conductivity are not as directly applicable to models as their use in some geostatistical methods imply; (2) a unique model does not necessarily need to be identified to obtain accurate predictions; and (3) in the absence of obvious model bias, model error was normally distributed. The complexity of the test case involved implies that the methods used and conclusions drawn are likely to be powerful in practice.
引用
收藏
页码:520 / 535
页数:16
相关论文
共 55 条
[1]   Two-dimensional advective transport in ground-water flow parameter estimation [J].
Anderman, ER ;
Hill, MC ;
Poeter, EP .
GROUND WATER, 1996, 34 (06) :1001-1009
[2]  
[Anonymous], 1976, TIME SERIES ANAL
[3]   BAYESIAN-INFERENCE IN GEOMAGNETISM [J].
BACKUS, GE .
GEOPHYSICAL JOURNAL-OXFORD, 1988, 92 (01) :125-142
[4]  
BARD J, 1974, NONLINEAR PARAMETER
[5]  
BARLEBO HC, 1996, P 1996 MOD CARE C GO
[6]  
BARLEBO HC, IN PRESS NORDIC HYDR
[7]   THE FUTURE OF DISTRIBUTED MODELS - MODEL CALIBRATION AND UNCERTAINTY PREDICTION [J].
BEVEN, K ;
BINLEY, A .
HYDROLOGICAL PROCESSES, 1992, 6 (03) :279-298
[8]   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
[9]   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
[10]   AN EVALUATION OF DATA REQUIREMENTS FOR GROUNDWATER CONTAMINANT TRANSPORT MODELING [J].
CHU, WS ;
STRECKER, EW ;
LETTENMAIER, DP .
WATER RESOURCES RESEARCH, 1987, 23 (03) :408-424