Optimal experimental design for parameter estimation in column outflow experiments -: art. no. 1186

被引:15
作者
Altmann-Dieses, AE
Schlöder, JP
Bock, HG
Richter, O
机构
[1] Univ Heidelberg, Interdisciplinary Ctr Sci Comp, IWR, D-69120 Heidelberg, Germany
[2] Tech Univ Carolo Wilhelmina Braunschweig, Inst Geol, D-38106 Braunschweig, Germany
关键词
optimal experimental design; parameter estimation; column outflow experiments; reactive solute transport; optimal boundary conditions; numerical methods;
D O I
10.1029/2001WR000358
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
Inverse modeling is increasingly used for water flow and reactive solute transport in the unsaturated zone to determine unknown parameters, e.g., soil hydraulic parameters, degradation rates or dispersion coefficients. However, experimental data are frequently not suitable for parameter estimation leading instead to practically singular estimation problems. Optimal experimental design aims at identifying experimental conditions and sampling schemes that deliver measurement data which are most sensitive to unknown parameters. A new numerical approach to optimize experimental designs for parameter estimation in coupled partial differential equations (PDEs) and ordinary differential equation (ODEs) arising from transport and degradation processes is presented. The optimal experimental design problem is embedded in the framework of optimal control theory. This results in an intricate, nonlinear, constrained optimization problem that is solved by a direct approach based on a structured SQP method. These methods are used to investigate several scenarios for a column outflow experiment in a simulation study. Simultaneously, experimental conditions, such as irrigation schemes, substance concentrations, and sampling schemes are optimized. Result is an enormous reduction of parameter uncertainty. Additionally, it is demonstrated that it is possible to estimate both soil hydraulic and solute transport parameters together in one experiment on the basis of leachate data only. The usefulness of the numerical approach for practical applications is discussed.
引用
收藏
页码:4 / 1
页数:11
相关论文
共 27 条
[11]   OPTIMUM EXPERIMENTAL-DESIGN FOR PARAMETER-IDENTIFICATION IN GROUNDWATER HYDROLOGY [J].
HSU, NS ;
YEH, WWG .
WATER RESOURCES RESEARCH, 1989, 25 (05) :1025-1040
[12]  
JARVIS N, 1998, MACRO MODE VERSION 4
[13]   MULTIOBJECTIVE SAMPLING DESIGN FOR PARAMETER-ESTIMATION AND MODEL DISCRIMINATION IN GROUNDWATER SOLUTE TRANSPORT [J].
KNOPMAN, DS ;
VOSS, CI .
WATER RESOURCES RESEARCH, 1989, 25 (10) :2245-2258
[14]   BEHAVIOR OF SENSITIVITIES IN THE ONE-DIMENSIONAL ADVECTION-DISPERSION EQUATION - IMPLICATIONS FOR PARAMETER-ESTIMATION AND SAMPLING DESIGN [J].
KNOPMAN, DS ;
VOSS, CI .
WATER RESOURCES RESEARCH, 1987, 23 (02) :253-272
[15]   DETERMINING SOIL HYDRAULIC-PROPERTIES FROM ONE-STEP OUTFLOW EXPERIMENTS BY PARAMETER-ESTIMATION .1. THEORY AND NUMERICAL-STUDIES [J].
KOOL, JB ;
PARKER, JC ;
VANGENUCHTEN, MT .
SOIL SCIENCE SOCIETY OF AMERICA JOURNAL, 1985, 49 (06) :1348-1354
[16]  
KORKEL S, 1999, SCI COMPUTING CHEM E, V2, P338
[17]   NEW MODEL FOR PREDICTING HYDRAULIC CONDUCTIVITY OF UNSATURATED POROUS-MEDIA [J].
MUALEM, Y .
WATER RESOURCES RESEARCH, 1976, 12 (03) :513-522
[18]   OPTIMAL PUMPING TEST DESIGN FOR THE PARAMETER-IDENTIFICATION OF GROUNDWATER SYSTEMS [J].
NISHIKAWA, T ;
YEH, WWG .
WATER RESOURCES RESEARCH, 1989, 25 (07) :1737-1747
[19]  
SCHIESSER WE, 1991, NUMERICAL METHODS LI
[20]  
SCHLODER JP, 1988, BONNER MATH SCHRIF, V187, P195