Sensitivity of temporal moments calculated by the adjoint-state method and joint inversing of head and tracer data

被引:67
作者
Cirpka, OA [1 ]
Kitanidis, PK [1 ]
机构
[1] Stanford Univ, Dept Civil & Environm Engn, Stanford, CA 94305 USA
关键词
inverse modeling; sensitivity; adjoint state; temporal moments;
D O I
10.1016/S0309-1708(00)00007-5
中图分类号
TV21 [水资源调查与水利规划];
学科分类号
081501 ;
摘要
Including tracer data into geostatistically based methods of inverse modeling is computationally very costly when all concentration measurements are used and the sensitivities of many observations are calculated by the direct differentiation approach. Harvey and Gorelick (Water Resour Res 1995;31(7):1615-26) have suggested the use of the first temporal moment instead of the complete concentration record at a point. We derive a computationally efficient adjoint-state method for the sensitivities of the temporal moments that require the solution of the steady-state flow equation and two steady-state transport equations for the forward problem and the same number of equations for each first-moment measurement. The efficiency of the method makes it feasible to evaluate the sensitivity matrix many times in large domains. We incorporate our approach for the calculation of sensitivities in the quasi-linear geostatistical method of inversing ("iterative cokriging"). The application to an artificial example of a tracer introduced into an injection well shows good convergence behavior when both head and first-moment data are used for inversing, whereas inversing of arrival times alone is less stable. (C) 2000 Elsevier Science Ltd. All rights reserved.
引用
收藏
页码:89 / 103
页数:15
相关论文
共 37 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], 1999, LBNL40040
[3]   STREAMLINE UPWIND PETROV-GALERKIN FORMULATIONS FOR CONVECTION DOMINATED FLOWS WITH PARTICULAR EMPHASIS ON THE INCOMPRESSIBLE NAVIER-STOKES EQUATIONS [J].
BROOKS, AN ;
HUGHES, TJR .
COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 1982, 32 (1-3) :199-259
[4]  
CIRPKA OA, IN PRESS WATER RESOU
[5]  
DOCARMO EGD, 1991, COMPUT METHOD APPL M, V88, P1, DOI 10.1016/0045-7825(91)90231-T
[6]   DETERMINATION OF THE EFFECTIVE HYDRAULIC CONDUCTIVITY FOR HETEROGENEOUS POROUS-MEDIA USING A NUMERICAL SPECTRAL APPROACH .1. METHOD [J].
DYKAAR, BB ;
KITANIDIS, PK .
WATER RESOURCES RESEARCH, 1992, 28 (04) :1155-1166
[7]   A geostatistical approach to the conditional estimation of spatially distributed solute concentration and notes on the use of tracer data in the inverse problem [J].
Ezzedine, S ;
Rubin, Y .
WATER RESOURCES RESEARCH, 1996, 32 (04) :853-861
[8]   STABILIZED FINITE-ELEMENT METHODS .1. APPLICATION TO THE ADVECTIVE-DIFFUSIVE MODEL [J].
FRANCA, LP ;
FREY, SL ;
HUGHES, TJR .
COMPUTER METHODS IN APPLIED MECHANICS AND ENGINEERING, 1992, 95 (02) :253-276
[9]  
Gelhar L.W., 1993, Stochastic subsurface hydrology
[10]   TEMPORAL MOMENT-GENERATING EQUATIONS - MODELING TRANSPORT AND MASS-TRANSFER IN HETEROGENEOUS AQUIFERS [J].
HARVEY, CF ;
GORELICK, SM .
WATER RESOURCES RESEARCH, 1995, 31 (08) :1895-1911