Inverse Modeling of Soil Hydraulic Parameters Based on a Hybrid of Vector-Evaluated Genetic Algorithm and Particle Swarm Optimization

被引:20
|
作者
Li, Yi-Bo [1 ,2 ]
Liu, Ye [1 ,2 ]
Nie, Wei-Bo [3 ]
Ma, Xiao-Yi [1 ,2 ]
机构
[1] Northwest A&F Univ, Coll Water Resources & Architectural Engn, Yangling 712100, Peoples R China
[2] Northwest A&F Univ, Key Lab Agr Soil & Water Engn Arid & Semiarid Are, Minist Educ, Yangling 712100, Peoples R China
[3] Xian Univ Technol, State Key Lab Base Ecohydraul Engn Arid Area, Xian 710048, Shaanxi, Peoples R China
基金
中国国家自然科学基金; 高等学校博士学科点专项科研基金;
关键词
inverse modeling; soil hydraulic properties; parameter estimation; multiobjective optimization; vector-evaluated genetic algorithm; MULTISTEP OUTFLOW; CONDUCTIVITY; EQUATION;
D O I
10.3390/w10010084
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
The accurate estimation of soil hydraulic parameters (theta(s), alpha, n, and K-s) of the van Genuchten-Mualem model has attracted considerable attention. In this study, we proposed a new two-step inversion method, which first estimated the hydraulic parameter theta(s) using objective function by the final water content, and subsequently estimated the soil hydraulic parameters alpha(,) n, and Ks, using a vector-evaluated genetic algorithm and particle swarm optimization (VEGA-PSO) method based on objective functions by cumulative infiltration and infiltration rate. The parameters were inversely estimated for four types of soils (sand, loam, silt, and clay) under an in silico experiment simulating the tension disc infiltration at three initial water content levels. The results indicated that the method is excellent and robust. Because the objective function had multilocal minima in a tiny range near the true values, inverse estimation of the hydraulic parameters was difficult; however, the estimated soil water retention curves and hydraulic conductivity curves were nearly identical to the true curves. In addition, the proposed method was able to estimate the hydraulic parameters accurately despite substantial measurement errors in initial water content, final water content, and cumulative infiltration, proving that the method was feasible and practical for field application.
引用
收藏
页数:23
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