A global multilevel coordinate search procedure for estimating the unsaturated soil hydraulic properties

被引:94
作者
Lambot, S [1 ]
Javaux, M [1 ]
Hupet, F [1 ]
Vanclooster, M [1 ]
机构
[1] Univ Catholique Louvain, Dept Environm Sci & Land Use Planning, B-1348 Louvain, Belgium
关键词
inverse modeling; global optimization; hydraulic properties;
D O I
10.1029/2001WR001224
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
We present a new inverse modeling procedure to characterize the hydraulic properties of partially saturated soils from soil moisture measurements during a natural transient flow experiment. The inversion of the governing one-dimensional Richards equation is carried out using the Global Multilevel Coordinate Search optimization algorithm in sequential combination with the local Nelder-Mead Simplex algorithm (GMCS-NMS). We introduce this optimization method in the area of unsaturated zone hydrology since it is adapted for solving accurately and efficiently complex nonlinear problems. Several numerical experiments have been conducted to evaluate the proposed inversion method using synthetic error-free and error-contaminated data for different textured soils. Inversion of the simulated error-free data and examination of the related response surfaces demonstrated the uniqueness of the inverse solution and the suitability of the GMCS-NMS strategy when identifying four key parameters of the hydraulic functions described by the Mualem-van Genuchten model. Inversion of the error-contaminated data proved further the good stability of the inverse solution that is consistent with the needs required by real experiments.
引用
收藏
页数:15
相关论文
共 53 条
[1]   Uncertainty in estimation of soil hydraulic parameters by inverse modeling: Example lysimeter experiments [J].
Abbaspour, KC ;
Sonnleitner, MA ;
Schulin, R .
SOIL SCIENCE SOCIETY OF AMERICA JOURNAL, 1999, 63 (03) :501-509
[2]   A sequential uncertainty domain inverse procedure for estimating subsurface flow and transport parameters [J].
Abbaspour, KC ;
vanGenuchten, MT ;
Schulin, R ;
Schlappi, E .
WATER RESOURCES RESEARCH, 1997, 33 (08) :1879-1892
[3]  
[Anonymous], [No title captured]
[4]  
[Anonymous], 1999, PROC INT WORKSHOP CH
[5]  
Carnahan B., 1969, APPL NUMERICAL METHO
[6]   ESTIMATION OF AQUIFER PARAMETERS UNDER TRANSIENT AND STEADY-STATE CONDITIONS .2. UNIQUENESS, STABILITY, AND SOLUTION ALGORITHMS [J].
CARRERA, J ;
NEUMAN, SP .
WATER RESOURCES RESEARCH, 1986, 22 (02) :211-227
[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]   Parameter uncertainty analysis of common infiltration models [J].
Clausnitzer, V ;
Hopmans, JW ;
Starr, JL .
SOIL SCIENCE SOCIETY OF AMERICA JOURNAL, 1998, 62 (06) :1477-1487
[9]   INSITU DETERMINATION OF SOIL HYDRAULIC-PROPERTIES DURING DRAINAGE [J].
DANE, JH ;
HRUSKA, S .
SOIL SCIENCE SOCIETY OF AMERICA JOURNAL, 1983, 47 (04) :619-624
[10]   COMPUTATIONAL EXPERIENCE WITH CONFIDENCE-REGIONS AND CONFIDENCE-INTERVALS FOR NONLINEAR LEAST-SQUARES [J].
DONALDSON, JR ;
SCHNABEL, RB .
TECHNOMETRICS, 1987, 29 (01) :67-82