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非饱和土中镉离子传输模型参数反演
引用本文:崔凯,李宝元,李兴斯,杨国伟.非饱和土中镉离子传输模型参数反演[J].水科学进展,2004,15(6):700-705.
作者姓名:崔凯  李宝元  李兴斯  杨国伟
作者单位:1.中国科学院力学研究所高温气体动力学重点实验室, 北京, 100080;
基金项目:欧共体国际科学合作基金资助项目(CⅡ CT94 0014)~~
摘    要:使用自行设计的的真空实验装置,采用一维实验室土柱实验方法在不同实验条件下进行了15组实验,并基于实验所得的穿透曲线,使用梯度正则化方法反演得到了镉离子在8种葡萄牙土样和1种比利时土样中相应的传输模型参数。同时通过数值模拟实验验证了梯度正则化方法的有效性和可靠性,进而证明所得结果是有效的。

关 键 词:    非饱和土    土柱实验    参数反演    梯度正则化法
文章编号:1001-6791(2004)06-0700-06
收稿时间:2003-08-06
修稿时间:2003年8月6日

Model parameter inversion for cadmium ion transport through unsaturated soils
CUI Kai,LI Bao-yuan,LI Xing-si,YANG Guo-weiChinese Academy of Sciences,Beijing ,China.Model parameter inversion for cadmium ion transport through unsaturated soils[J].Advances in Water Science,2004,15(6):700-705.
Authors:CUI Kai  LI Bao-yuan  LI Xing-si  YANG Guo-weiChinese Academy of Sciences  Beijing  China
Institution:1.Key Laboratory of High-temperature Gas Dynamics, Institute of Mechanics, Chinese Academy of Sciences, Beijing 100080, China;2.Department of Engineering Mechanics, Dalian University of Technology, Dalian 116023, China
Abstract:The procedure of cadmium ion transport through unsaturated soils can be described by the convection-diffusion equation, coupled with non-equilibrium sorption effect. The undetermined model parameters in the dimensionless governing equation include the longitudinal dispersivity, the sorption distribution coefficient, the precipitating rate, the dissolving rate and the maximum precipitation. This paper aims at inversing parameter values of the parameter mentioned above for cadmium ion transport in 8 Portugal soils samples and 1 Belgium soils sample under different experimental conditions. Experimental results of 15 groups are obtained in virtue of the laboratory soil column tests for 9 soils samples mentioned above by using self-designed experimental apparatus under different experimental condition. The gradient regularization method is adopted as the inversion method. Based on the experimental results (BTCs), the corresponding model parameters for each experiment are identified by the numerical inversion. The validity and reliability of the gradient regularization method is verified by the numerical simulated experimental results. The computational results confirm the veracity of results presented in this paper.
Keywords:cadmium  unsaturated soils  laboratory soil column tests  parameter inversion  gradient regularization
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