APPLICATION OF A COUPLED ADJOINT SENSITIVITY AND KRIGING APPROACH TO CALIBRATE A GROUNDWATER-FLOW MODEL

被引:87
作者
LAVENUE, AM [1 ]
PICKENS, JF [1 ]
机构
[1] INTERA INC,AUSTIN,TX 78731
关键词
D O I
10.1029/92WR00208
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
A new technique is employed to calibrate a regional-scale groundwater flow model to an extensive data base of undisturbed (i.e., assumed to be steady state) and transient heads. The methodology presented in this study is similar in concept to one presented by de Marsily et al. (1984) in that an adjoint sensitivity technique is coupled with a kriging algorithm to calibrate a flow model. The notable difference of the methodology presented in this paper is that it directly identifies the regions where modification of the model's kriged transmissivity or boundary pressure values will directly improve the overall fit between measured and model-calculated heads at selected wells. At the locations identified as most sensitive to transmissivity changes, synthetic transmissivity values, referred to as pilot points, are added to the transmissivity data base and used as input for kriging the transmissivity field. An application of the methodology to data originating from approximately 10 years of regional hydrogeologic site characterization efforts that have been conducted in the Culebra dolomite at the Waste Isolation Pilot Plant in southeastern New Mexico is presented.
引用
收藏
页码:1543 / 1569
页数:27
相关论文
共 97 条
[81]  
SYKES JF, 1984, 5TH INT C FIN EL WAT
[82]   COMPUTATIONALLY EFFICIENT ALGORITHMS FOR PARAMETER-ESTIMATION AND UNCERTAINTY PROPAGATION IN NUMERICAL-MODELS OF GROUNDWATER-FLOW [J].
TOWNLEY, LR ;
WILSON, JL .
WATER RESOURCES RESEARCH, 1985, 21 (12) :1851-1860
[83]  
VANROOY D, 1989, 3RD IAHS SCI ASS INT
[84]  
WACKERNAGEL H, 1989, GEOSTATISTICS, P409
[85]   RELIABLE AQUIFER REMEDIATION IN THE PRESENCE OF SPATIALLY-VARIABLE HYDRAULIC CONDUCTIVITY - FROM DATA TO DESIGN [J].
WAGNER, BJ ;
GORELICK, SM .
WATER RESOURCES RESEARCH, 1989, 25 (10) :2211-2225
[86]  
WARD DS, 1984, SAND831154 REP
[87]  
WARD DS, NUREGICR3316 NUCL RE
[88]   THE DIRECT INVERSE PROBLEM IN AQUIFERS [J].
WEIR, GJ .
WATER RESOURCES RESEARCH, 1989, 25 (04) :749-753
[89]   ILLUSTRATION AND VERIFICATION OF ADJOINT SENSITIVITY THEORY FOR STEADY-STATE GROUNDWATER-FLOW [J].
WILSON, JL ;
METCALFE, DE .
WATER RESOURCES RESEARCH, 1985, 21 (11) :1602-1610
[90]  
WILSON JL, 1986, BMIIONWI625 REP